1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6455 *********************************************************************** EZ6455 DESIGNATION - 11 LB 11 EZ6455 PID - EZ6455 EZ6455 STATE/COUNTY- NC/WAKE EZ6455 USGS QUAD - RALEIGH WEST (1988) EZ6455 EZ6455 *CURRENT SURVEY CONTROL EZ6455 ___________________________________________________________________ EZ6455* NAD 83(1986)- 35 45 14.47861(N) 078 43 06.51907(W) ADJUSTED EZ6455* NAVD 88 - 139.421 (meters) 457.42 (feet) ADJUSTED EZ6455 ___________________________________________________________________ EZ6455 LAPLACE CORR- -6.69 (seconds) DEFLEC99 EZ6455 GEOID HEIGHT- -32.63 (meters) GEOID03 EZ6455 DYNAMIC HT - 139.300 (meters) 457.02 (feet) COMP EZ6455 MODELED GRAV- 979,762.1 (mgal) NAVD 88 EZ6455 EZ6455 HORZ ORDER - SECOND EZ6455 VERT ORDER - SECOND CLASS I EZ6455 EZ6455.The North Carolina HARNS have been completed but, EZ6455.due to contractual restrictions, coordinates for these stations EZ6455.will NOT be published in the near future. In the interim, the EZ6455.published coordinates in North Carolina will not be EZ6455.consistent with the Continuously Operating Reference Stations EZ6455.(CORS). The HARN coordinates for these stations are available EZ6455.upon request. Contact Gary Thompson(919-733-3836). EZ6455. EZ6455.In addition, the published North Carolina positions EZ6455.(NAD 83 (1986)) are NOT consistent with those determined in EZ6455.adjacent state readjustments. The discontinuity between stations EZ6455.located in North Carolina and those in adjacent states EZ6455.which have been adjusted to the HARN may be as much as 5 EZ6455.decimeters. This will result in a significant loss of accuracy EZ6455.over lines crossing such state borders. EZ6455 EZ6455 EZ6455.The horizontal coordinates were established by classical geodetic methods EZ6455.and adjusted by the National Geodetic Survey in March 1992. EZ6455 EZ6455.The orthometric height was determined by differential leveling EZ6455.and adjusted by the National Geodetic Survey in December 1991. EZ6455 EZ6455.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6455 EZ6455.The geoid height was determined by GEOID03. EZ6455 EZ6455.The dynamic height is computed by dividing the NAVD 88 EZ6455.geopotential number by the normal gravity value computed on the EZ6455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6455.degrees latitude (g = 980.6199 gals.). EZ6455 EZ6455.The modeled gravity was interpolated from observed gravity values. EZ6455 EZ6455; North East Units Scale Factor Converg. EZ6455;SPC NC - 222,345.717 635,060.614 MT 0.99991092 +0 09 45.0 EZ6455;SPC NC - 729,479.24 2,083,528.03 sFT 0.99991092 +0 09 45.0 EZ6455;UTM 17 - 3,959,066.980 706,282.302 MT 1.00012438 +1 20 00.9 EZ6455 EZ6455! - Elev Factor x Scale Factor = Combined Factor EZ6455!SPC NC - 0.99998324 x 0.99991092 = 0.99989416 EZ6455!UTM 17 - 0.99998324 x 1.00012438 = 1.00010762 EZ6455 EZ6455 SUPERSEDED SURVEY CONTROL EZ6455 EZ6455 NAVD 88 (03/04/92) 139.42 (m) 457.4 (f) LEVELING 3 EZ6455 EZ6455.Superseded values are not recommended for survey control. EZ6455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6455.See file dsdata.txt to determine how the superseded data were derived. EZ6455 EZ6455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0628259067(NAD 83) EZ6455_MARKER: DH = HORIZONTAL CONTROL DISK EZ6455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6455_SP_SET: SQUARE CONCRETE MONUMENT EZ6455_STAMPING: 11 LB 11 1973 EZ6455_MARK LOGO: NCDOT EZ6455_MAGNETIC: N = NO MAGNETIC MATERIAL EZ6455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6455+STABILITY: SURFACE MOTION EZ6455_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ6455+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005 EZ6455 EZ6455 HISTORY - Date Condition Report By EZ6455 HISTORY - 1973 MONUMENTED NCDOT EZ6455 HISTORY - 19881104 GOOD NCGS EZ6455 HISTORY - 20050616 GOOD GEOCAC EZ6455 EZ6455 STATION DESCRIPTION EZ6455 EZ6455'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ6455'STATION IS LOCATED IN SOUTHWEST RALEIGH. EZ6455'PROCEED ALONG GORMAN STREET FOR 0.3 KM (0.2 MI) SOUTH FROM THE EZ6455'BELTLINE-I-40-, TO OLD TRYON ROAD, THENCE WEST ALONG OLD TRYON ROAD EZ6455'FOR 1.45 KM (0.90 MI) TO STATE ROAD 1321 (AVENT FERRY RD), THENCE EZ6455'NORTH ALONG SR 1321 FOR 0.55 KM (0.34 MI), OR 0.25 KM (0.16 MI) EZ6455'SOUTH OF THE SR 1321 OVERPASS OF 1-40, IN THE NORTHEAST CORNER OF YARD EZ6455'OF BRICK HOME. EZ6455'STATION IS A STANDARD NCDOT DISK STAMPED---11 LB 11 1973---, SET IN EZ6455'TOP OF A 15 CM CONCRETE POST FLUSH WITH THE GROUND SURFACE, AND IS EZ6455'LEVEL WITH ROAD. LOCATED 10.8 M (35.4 FT) WEST-NORTHWEST OF THE EZ6455'CENTERLINE OF ROAD, 8.2 M (26.9 FT) SOUTH OF THE CENTERLINE OF EZ6455'HIGHVIEW PLACE DRIVE, 5.7 M (18.7 FT) SOUTHEAST OF THE EAST END OF A EZ6455'DRIVEWAY CULVERT, 2.8 M (9.2 FT) NORTH OF A TELEPHONE PEDESTAL, AND EZ6455'1.3 M (4.3 FT) NORTH-NORTHWEST OF A POWER POLE WITH REFERENCE TAG. EZ6455 EZ6455 STATION RECOVERY (2005) EZ6455 EZ6455'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ6455'RECOVERED AS DESCRIBED IN THE SOUTHWEST QUADRANT OF THE INTERSECTION EZ6455'OF HIGHVIEW STREET AND SR1417 (OLD AVENT FERRY ROAD). EZ6455' EZ6455' 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6485 *********************************************************************** EZ6485 DESIGNATION - 11 LB 15 EZ6485 PID - EZ6485 EZ6485 STATE/COUNTY- NC/WAKE EZ6485 USGS QUAD - RALEIGH WEST (1988) EZ6485 EZ6485 *CURRENT SURVEY CONTROL EZ6485 ___________________________________________________________________ EZ6485* NAD 83(1986)- 35 45 25.45779(N) 078 40 20.54426(W) ADJUSTED EZ6485* NAVD 88 - 102. (meters) 335. (feet) SCALED EZ6485 ___________________________________________________________________ EZ6485 LAPLACE CORR- -7.09 (seconds) DEFLEC99 EZ6485 GEOID HEIGHT- -32.82 (meters) GEOID03 EZ6485 EZ6485 HORZ ORDER - SECOND EZ6485 EZ6485.The North Carolina HARNS have been completed but, EZ6485.due to contractual restrictions, coordinates for these stations EZ6485.will NOT be published in the near future. In the interim, the EZ6485.published coordinates in North Carolina will not be EZ6485.consistent with the Continuously Operating Reference Stations EZ6485.(CORS). The HARN coordinates for these stations are available EZ6485.upon request. Contact Gary Thompson(919-733-3836). EZ6485. EZ6485.In addition, the published North Carolina positions EZ6485.(NAD 83 (1986)) are NOT consistent with those determined in EZ6485.adjacent state readjustments. The discontinuity between stations EZ6485.located in North Carolina and those in adjacent states EZ6485.which have been adjusted to the HARN may be as much as 5 EZ6485.decimeters. This will result in a significant loss of accuracy EZ6485.over lines crossing such state borders. EZ6485 EZ6485 EZ6485.The horizontal coordinates were established by classical geodetic methods EZ6485.and adjusted by the National Geodetic Survey in March 1992. EZ6485 EZ6485.The orthometric height was scaled from a topographic map. EZ6485 EZ6485.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6485 EZ6485.The geoid height was determined by GEOID03. EZ6485 EZ6485; North East Units Scale Factor Converg. EZ6485;SPC NC - 222,696.864 639,228.894 MT 0.99991139 +0 11 20.7 EZ6485;SPC NC - 730,631.29 2,097,203.46 sFT 0.99991139 +0 11 20.7 EZ6485;UTM 17 - 3,959,503.359 710,443.464 MT 1.00014575 +1 21 38.3 EZ6485 EZ6485! - Elev Factor x Scale Factor = Combined Factor EZ6485!SPC NC - 0.99998914 x 0.99991139 = 0.99990053 EZ6485!UTM 17 - 0.99998914 x 1.00014575 = 1.00013489 EZ6485 EZ6485 SUPERSEDED SURVEY CONTROL EZ6485 EZ6485.No superseded survey control is available for this station. EZ6485 EZ6485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1044359503(NAD 83) EZ6485_MARKER: DH = HORIZONTAL CONTROL DISK EZ6485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6485_SP_SET: SQUARE CONCRETE MONUMENT EZ6485_STAMPING: 11 LB 15 1973 EZ6485_MARK LOGO: NCDOT EZ6485_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT EZ6485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6485+STABILITY: SURFACE MOTION EZ6485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6485+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2004 EZ6485 EZ6485 HISTORY - Date Condition Report By EZ6485 HISTORY - 1973 MONUMENTED NCDOT EZ6485 HISTORY - 19881104 GOOD NCGS EZ6485 HISTORY - 20030408 GOOD USPSQD EZ6485 HISTORY - 20040520 GOOD USPSQD EZ6485 HISTORY - 20040603 GOOD USPSQD EZ6485 EZ6485 STATION DESCRIPTION EZ6485 EZ6485'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ6485'STATION IS LOCATED IN SOUTHWEST RALEIGH. EZ6485'ALONG I-40 FOR 0.65 KM (0.40 MI) WEST FROM THE LAKE WHEELER ROAD EZ6485'OVERPASS, ON TOP OF LARGE CUT NORTH OF I-40, AT A GROUP OF LARGE EZ6485'POWER POLES NEAR RIGHT-OF-WAY FENCE. EZ6485'STATION IS A STANDARD NCDOT DISK STAMPED---11 LB 15 1973---, SET IN EZ6485'TOP OF A 15 CM CONCRETE POST RECESSED 4 CM BELOW GROUND SURFACE, AND EZ6485'IS 50 FEET ABOVE I-40. LOCATED 1.3 M (4.3 FT) NORTH-NORTHWEST OF EZ6485'THE CHAIN LINK RIGHT-OF-WAY FENCE, 26.8 M (87.9 FT) SOUTHEAST OF EZ6485'STEEL POWER LINE INTERSECTION POLE--AND 10.7 M (35.1 FT) SOUTH OF EZ6485'POWER POLE, 25.7 M (84.3 FT) WEST OF POWER POLE--BOTH WITH REFERENCE EZ6485'TAGS. EZ6485 EZ6485 STATION RECOVERY (2003) EZ6485 EZ6485'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ6485'RECOVERED IN GOOD CONDITION. EZ6485 EZ6485 STATION RECOVERY (2004) EZ6485 EZ6485'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ6485'RECOVERED IN GOOD CONDITION. EZ6485 EZ6485 STATION RECOVERY (2004) EZ6485 EZ6485'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN) EZ6485'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2403 *********************************************************************** EZ2403 DESIGNATION - 115 DRD EZ2403 PID - EZ2403 EZ2403 STATE/COUNTY- NC/WAKE EZ2403 USGS QUAD - ROLESVILLE (1993) EZ2403 EZ2403 *CURRENT SURVEY CONTROL EZ2403 ___________________________________________________________________ EZ2403* NAD 83(1986)- 35 54 57.94061(N) 078 23 07.14985(W) ADJUSTED EZ2403* NAVD 88 - 99.734 (meters) 327.21 (feet) ADJUSTED EZ2403 ___________________________________________________________________ EZ2403 LAPLACE CORR- -6.31 (seconds) DEFLEC99 EZ2403 GEOID HEIGHT- -33.61 (meters) GEOID03 EZ2403 DYNAMIC HT - 99.647 (meters) 326.93 (feet) COMP EZ2403 MODELED GRAV- 979,762.6 (mgal) NAVD 88 EZ2403 EZ2403 HORZ ORDER - SECOND EZ2403 VERT ORDER - SECOND CLASS II EZ2403 EZ2403.The North Carolina HARNS have been completed but, EZ2403.due to contractual restrictions, coordinates for these stations EZ2403.will NOT be published in the near future. In the interim, the EZ2403.published coordinates in North Carolina will not be EZ2403.consistent with the Continuously Operating Reference Stations EZ2403.(CORS). The HARN coordinates for these stations are available EZ2403.upon request. Contact Gary Thompson(919-733-3836). EZ2403. EZ2403.In addition, the published North Carolina positions EZ2403.(NAD 83 (1986)) are NOT consistent with those determined in EZ2403.adjacent state readjustments. The discontinuity between stations EZ2403.located in North Carolina and those in adjacent states EZ2403.which have been adjusted to the HARN may be as much as 5 EZ2403.decimeters. This will result in a significant loss of accuracy EZ2403.over lines crossing such state borders. EZ2403 EZ2403 EZ2403.The horizontal coordinates were established by classical geodetic methods EZ2403.and adjusted by the National Geodetic Survey in July 1986. EZ2403 EZ2403.The orthometric height was determined by differential leveling EZ2403.and adjusted by the National Geodetic Survey in June 1991. EZ2403 EZ2403.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2403 EZ2403.The geoid height was determined by GEOID03. EZ2403 EZ2403.The dynamic height is computed by dividing the NAVD 88 EZ2403.geopotential number by the normal gravity value computed on the EZ2403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2403.degrees latitude (g = 980.6199 gals.). EZ2403 EZ2403.The modeled gravity was interpolated from observed gravity values. EZ2403 EZ2403; North East Units Scale Factor Converg. EZ2403;SPC NC - 240,462.957 665,078.038 MT 0.99993969 +0 21 17.2 EZ2403;SPC NC - 788,918.88 2,182,010.20 sFT 0.99993969 +0 21 17.2 EZ2403;UTM 17 - 3,977,801.312 735,930.072 MT 1.00028594 +1 32 04.1 EZ2403 EZ2403! - Elev Factor x Scale Factor = Combined Factor EZ2403!SPC NC - 0.99998962 x 0.99993969 = 0.99992931 EZ2403!UTM 17 - 0.99998962 x 1.00028594 = 1.00027556 EZ2403 EZ2403: Primary Azimuth Mark Grid Az EZ2403:SPC NC - BUD 316 30 00.4 EZ2403:UTM 17 - BUD 315 19 13.5 EZ2403 EZ2403|---------------------------------------------------------------------| EZ2403| PID Reference Object Distance Geod. Az | EZ2403| dddmmss.s | EZ2403| EZ2402 MILLPOND 258.836 METERS 13545 | EZ2403| EZ2405 BUD APPROX. 1.5 KM 3165117.6 | EZ2403|---------------------------------------------------------------------| EZ2403 EZ2403 SUPERSEDED SURVEY CONTROL EZ2403 EZ2403 NAD 27 - 35 54 57.38811(N) 078 23 08.15703(W) AD( ) 2 EZ2403 NGVD 29 (??/??/92) 100.014 (m) 328.13 (f) ADJ UNCH 2 2 EZ2403 EZ2403.Superseded values are not recommended for survey control. EZ2403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2403.See file dsdata.txt to determine how the superseded data were derived. EZ2403 EZ2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3593077801(NAD 83) EZ2403_MARKER: DD = SURVEY DISK EZ2403_SETTING: 0 = UNSPECIFIED SETTING EZ2403_STAMPING: 115 DRD 1960 EZ2403_MARK LOGO: USGS EZ2403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ2403 EZ2403 HISTORY - Date Condition Report By EZ2403 HISTORY - 1976 MONUMENTED USGS EZ2403 HISTORY - 1976 GOOD NCGS EZ2403 EZ2403 STATION DESCRIPTION EZ2403 EZ2403'DESCRIBED BY US GEOLOGICAL SURVEY 1976 (ACD) EZ2403'115 DRD IS A U.S. GEOLOGICAL SURVEY BENCH MARK IN THE VICINITY EZ2403'OF ROLESVILLE, NORTH CAROLINA AND TRAVERSED THROUGH BY THE EZ2403'N. C. GEODETIC SURVEY IN 1976. EZ2403' EZ2403'115 DRD IS LOCATED APPROXIMATELY 4.1 MILES EAST OF ROLESVILLE EZ2403'AND 7.4 MILES NNW OF ZEBULON. TO REACH STATION FROM INTERSECTION EZ2403'OF NC 96 WITH U.S. 401 2.7 MILES NORTHEAST OF ROLESVILLE, PROCEED EZ2403'SOUTHEAST ALONG NC 96 FOR 3.1 MILES TO SR 2303 (NE) AND STATION EZ2403'ON RIGHT AND SOUTH OF THE T INTERSECTION AND IN AN OLD CONCRETE EZ2403'GAS PUMP ISLAND IN FRONT OF THE COMMUNITY RECREATION CENTER. EZ2403' EZ2403'STATION MARK IS A STANDARD USGS BENCH MARK DISK, EZ2403'STAMPED---115 DRD 1960---, EZ2403'SET FLUSH IN DRILL HOLE IN CONCRETE GAS PUMP ISLAND. EZ2403' EZ2403'MARK IS 39.3 FT SW OF C/L OF NC 96 EZ2403' EZ2403'173.0 FT SSE OF C/L INTERSECTION OF NC 96 WITH SR 2303 EZ2403' EZ2403'21.1 FT NNE OF CENTER OF FRONT DOOR OF COMMUNITY RECREATION CENTER EZ2403' EZ2403'5.9 FT NNW OF METAL LIGHT POLE EZ2403' EZ2403'24.8 FT ESE OF 10 INCH CEDAR WITH ALUMINUM REF. TAG EZ2403 EZ2403 STATION RECOVERY (1976) EZ2403 EZ2403'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2403'4.1 MI E FROM ROLESVILLE. EZ2403'TO REACH STATION FROM INTERSECTION OF NC 96 WITH US 401 NORTHEAST OF EZ2403'ROLESVILLE, PROCEED SOUTHEAST ALONG NC 96 FOR 3.1 MILES TO SR 2303 EZ2403'(NE) AND STATION ON RIGHT AND SOUTH OF THE T INTERSECTION, IN AN OLD EZ2403'CONCRETE GAS PUMP ISLAND IN FRONT OF THE COMMUNITY RECREATION CENTER. EZ2403'39.3 FT. SW OF CENTERLINE OF NC 96, 173.0 FT. SSE OF CENTERLINE EZ2403'INTERSECTION OF NC 96 WITH SR 2303, 21.1 FT. NNE OF CENTER OF FRONT EZ2403'DOOR TO COMMUNITY RECREATION CENTER, 5.9 FT. NNW OF METAL LIGHT POLE EZ2403'AND 24.8 FT. ESE OF 10 INCH CEDAR WITH ALUMINUM REF. TAG. DISK IS SET EZ2403'FLUSH IN DRILL HOLE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2238 *********************************************************************** EZ2238 DESIGNATION - 188 DRD EZ2238 PID - EZ2238 EZ2238 STATE/COUNTY- NC/WAKE EZ2238 USGS QUAD - ANGIER (1993) EZ2238 EZ2238 *CURRENT SURVEY CONTROL EZ2238 ___________________________________________________________________ EZ2238* NAD 83(1986)- 35 35 28.39461(N) 078 41 24.83050(W) ADJUSTED EZ2238* NAVD 88 - 109.191 (meters) 358.24 (feet) ADJUSTED EZ2238 ___________________________________________________________________ EZ2238 LAPLACE CORR- -5.74 (seconds) DEFLEC99 EZ2238 GEOID HEIGHT- -33.02 (meters) GEOID03 EZ2238 DYNAMIC HT - 109.095 (meters) 357.92 (feet) COMP EZ2238 MODELED GRAV- 979,756.8 (mgal) NAVD 88 EZ2238 EZ2238 HORZ ORDER - SECOND EZ2238 VERT ORDER - SECOND CLASS II EZ2238 EZ2238.The North Carolina HARNS have been completed but, EZ2238.due to contractual restrictions, coordinates for these stations EZ2238.will NOT be published in the near future. In the interim, the EZ2238.published coordinates in North Carolina will not be EZ2238.consistent with the Continuously Operating Reference Stations EZ2238.(CORS). The HARN coordinates for these stations are available EZ2238.upon request. Contact Gary Thompson(919-733-3836). EZ2238. EZ2238.In addition, the published North Carolina positions EZ2238.(NAD 83 (1986)) are NOT consistent with those determined in EZ2238.adjacent state readjustments. The discontinuity between stations EZ2238.located in North Carolina and those in adjacent states EZ2238.which have been adjusted to the HARN may be as much as 5 EZ2238.decimeters. This will result in a significant loss of accuracy EZ2238.over lines crossing such state borders. EZ2238 EZ2238 EZ2238.The horizontal coordinates were established by classical geodetic methods EZ2238.and adjusted by the National Geodetic Survey in July 1986. EZ2238 EZ2238.The orthometric height was determined by differential leveling EZ2238.and adjusted by the National Geodetic Survey in June 1991. EZ2238 EZ2238.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2238 EZ2238.The geoid height was determined by GEOID03. EZ2238 EZ2238.The dynamic height is computed by dividing the NAVD 88 EZ2238.geopotential number by the normal gravity value computed on the EZ2238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2238.degrees latitude (g = 980.6199 gals.). EZ2238 EZ2238.The modeled gravity was interpolated from observed gravity values. EZ2238 EZ2238; North East Units Scale Factor Converg. EZ2238;SPC NC - 204,291.960 637,671.458 MT 0.99989009 +0 10 43.6 EZ2238;SPC NC - 670,247.87 2,092,093.78 sFT 0.99989009 +0 10 43.6 EZ2238;UTM 17 - 3,941,066.043 709,261.476 MT 1.00013966 +1 20 41.2 EZ2238 EZ2238! - Elev Factor x Scale Factor = Combined Factor EZ2238!SPC NC - 0.99998805 x 0.99989009 = 0.99987814 EZ2238!UTM 17 - 0.99998805 x 1.00013966 = 1.00012770 EZ2238 EZ2238 SUPERSEDED SURVEY CONTROL EZ2238 EZ2238 NAD 27 - 35 35 27.83411(N) 078 41 25.79720(W) AD( ) 2 EZ2238 NGVD 29 (??/??/92) 109.452 (m) 359.09 (f) ADJ UNCH 2 2 EZ2238 EZ2238.Superseded values are not recommended for survey control. EZ2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2238.See file dsdata.txt to determine how the superseded data were derived. EZ2238 EZ2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0926141066(NAD 83) EZ2238_MARKER: DD = SURVEY DISK EZ2238_SETTING: 30 = SET IN A LIGHT STRUCTURE EZ2238_SP_SET: BASE EZ2238_STAMPING: 188 DRD 1960 EZ2238_MARK LOGO: USGS EZ2238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ2238 EZ2238 HISTORY - Date Condition Report By EZ2238 HISTORY - 1960 MONUMENTED USGS EZ2238 HISTORY - 1976 GOOD NCGS EZ2238 HISTORY - 20050127 GOOD GEOCAC EZ2238 EZ2238 STATION DESCRIPTION EZ2238 EZ2238'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2238'2.3 MI E FROM WILLOW SPRINGS. EZ2238'TO REACH STATION FROM INTERSECTION OF NC 42 WITH NC 55 NEAR THEIR EZ2238'JUNCTION WITH US 401 EAST OF FUQUAY-VARINA, PROCEED EASTERLY ALONG NC EZ2238'42 FOR 4.0 MILES TO INTERSECTION WITH SR 1006 AT BLALOCKS CROSSROADS EZ2238'AND STATION ON LEFT IN NORTHEAST QUADRANT OF INTERSECTION, IN WEST END EZ2238'OF A GASOLINE PUMP BASE OF A SMALL AUTO REPAIR GARAGE. DISK IS SET EZ2238'FLUSH IN DRILL HOLE. EZ2238 EZ2238 STATION RECOVERY (2005) EZ2238 EZ2238'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ2238'BUILDING IS VACANT. DISK OKAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2434 *********************************************************************** EZ2434 DESIGNATION - 19 JS 1 EZ2434 PID - EZ2434 EZ2434 STATE/COUNTY- NC/WAKE EZ2434 USGS QUAD - KNIGHTDALE (1993) EZ2434 EZ2434 *CURRENT SURVEY CONTROL EZ2434 ___________________________________________________________________ EZ2434* NAD 83(1986)- 35 48 11.95538(N) 078 25 20.28605(W) ADJUSTED EZ2434* NAVD 88 - 102.201 (meters) 335.30 (feet) ADJUSTED EZ2434 ___________________________________________________________________ EZ2434 LAPLACE CORR- -5.59 (seconds) DEFLEC99 EZ2434 GEOID HEIGHT- -33.77 (meters) GEOID03 EZ2434 DYNAMIC HT - 102.111 (meters) 335.01 (feet) COMP EZ2434 MODELED GRAV- 979,747.0 (mgal) NAVD 88 EZ2434 EZ2434 HORZ ORDER - SECOND EZ2434 VERT ORDER - SECOND CLASS II EZ2434 EZ2434.The North Carolina HARNS have been completed but, EZ2434.due to contractual restrictions, coordinates for these stations EZ2434.will NOT be published in the near future. In the interim, the EZ2434.published coordinates in North Carolina will not be EZ2434.consistent with the Continuously Operating Reference Stations EZ2434.(CORS). The HARN coordinates for these stations are available EZ2434.upon request. Contact Gary Thompson(919-733-3836). EZ2434. EZ2434.In addition, the published North Carolina positions EZ2434.(NAD 83 (1986)) are NOT consistent with those determined in EZ2434.adjacent state readjustments. The discontinuity between stations EZ2434.located in North Carolina and those in adjacent states EZ2434.which have been adjusted to the HARN may be as much as 5 EZ2434.decimeters. This will result in a significant loss of accuracy EZ2434.over lines crossing such state borders. EZ2434 EZ2434 EZ2434.The horizontal coordinates were established by classical geodetic methods EZ2434.and adjusted by the National Geodetic Survey in September 1997. EZ2434 EZ2434.The orthometric height was determined by differential leveling EZ2434.and adjusted by the National Geodetic Survey in June 1991. EZ2434 EZ2434.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2434 EZ2434.The geoid height was determined by GEOID03. EZ2434 EZ2434.The dynamic height is computed by dividing the NAVD 88 EZ2434.geopotential number by the normal gravity value computed on the EZ2434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2434.degrees latitude (g = 980.6199 gals.). EZ2434 EZ2434.The modeled gravity was interpolated from observed gravity values. EZ2434 EZ2434; North East Units Scale Factor Converg. EZ2434;SPC NC - 227,931.051 661,813.125 MT 0.99991882 +0 20 00.3 EZ2434;SPC NC - 747,803.79 2,171,298.56 sFT 0.99991882 +0 20 00.3 EZ2434;UTM 17 - 3,965,200.574 732,922.319 MT 1.00026857 +1 30 31.1 EZ2434 EZ2434! - Elev Factor x Scale Factor = Combined Factor EZ2434!SPC NC - 0.99998926 x 0.99991882 = 0.99990808 EZ2434!UTM 17 - 0.99998926 x 1.00026857 = 1.00025783 EZ2434 EZ2434 SUPERSEDED SURVEY CONTROL EZ2434 EZ2434 NGVD 29 (??/??/92) 102.484 (m) 336.23 (f) ADJ UNCH 2 2 EZ2434 EZ2434.Superseded values are not recommended for survey control. EZ2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2434.See file dsdata.txt to determine how the superseded data were derived. EZ2434 EZ2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3292265201(NAD 83) EZ2434_MARKER: DD = SURVEY DISK EZ2434_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND EZ2434_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2434_STAMPING: 19 JS 1 1962 EZ2434_PROJECTION: FLUSH EZ2434_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT EZ2434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ2434 EZ2434 HISTORY - Date Condition Report By EZ2434 HISTORY - 1962 MONUMENTED NCDOT EZ2434 HISTORY - 1976 GOOD NCGS EZ2434 HISTORY - 19860506 GOOD NCGS EZ2434 EZ2434 STATION DESCRIPTION EZ2434 EZ2434'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2434'1.2 MI NW FROM EAGLE ROCK. EZ2434'TO REACH STATION FROM THE JUNCTION OF THE EAST BOUND LANES OF US 64 EZ2434'BUSINESS AND US 64 BYPASS ABOUT MIDWAY BETWEEN WENDELL AND KNIGHTDALE, EZ2434'PROCEED EAST ALONG US 64 BUSINESS FOR 0.45 MILE TO STATION ON RIGHT, EZ2434'APPROXIMATELY 275 FEET EAST OF AN ASPHALT CROSSOVER, 900 FEET WEST OF EZ2434'INTERSECTION WITH SR 1003 CROSSROADS. 30.0 FT. S OF CENTERLINE OF US EZ2434'64 BUSINESS, 38.9 FT. E OF NORTHERNMOST LAHOYA FARMS SIGN POST WITH EZ2434'ALUMINUM REF. TAG 7.5 FT. N OF FENCE POST WITH ALUMINUM REF. TAG, 14.4 EZ2434'FT. NW OF FENCE POST WITH ALUMINUM REF. TAG AND 13.2 FT. ENE OF FENCE EZ2434'POST WITH ALUMINUM REF. TAG. DISK IS SET IN TOP OF CONCRETE PRECAST EZ2434'PROJECTING 5 INCHES ABOVE THE SURFACE OF THE GROUND AND 3 FEET HIGHER EZ2434'THAN ROAD. EZ2434 EZ2434 STATION RECOVERY (1986) EZ2434 EZ2434'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ2434'STATION IS LOCATED ABOUT 5.2 KM (3.25 MI) NORTH-NORTHWEST OF WENDELL EZ2434'AND 5.3 KM (3.30 MI) EAST-NORTHEAST OF KNIGHTDALE. ALONG US 64 EZ2434'BUSINESS FOR 0.65 KM (0.40 MI) SOUTHEAST FROM THE JUNCTION OF US 64 EZ2434'BUSINESS AND BYPASS OR 0.25 KM (0.15 MI) NORTHWEST OF SR 1003 ON A EZ2434'SMALL BANK NEAR FENCE LINE. MARK PROJECTS 1-FOOT ABOVE GROUND. EZ2434'LOCATED 9.1 M (29.9 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE US 64 EZ2434'BUSINESS EAST BOUND LANE, 1.4 M (4.6 FT) EAST-SOUTHEAST OF A FIRE EZ2434'HYDRANT, 1.8 M (5.9 FT) SOUTH-SOUTHEAST OF WATER VALVE COVER, AND 2.5 EZ2434'M (8.2 FT) NORTHEAST OF FENCE POST WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AB2851 *********************************************************************** AB2851 DESIGNATION - 23 DRD AB2851 PID - AB2851 AB2851 STATE/COUNTY- NC/WAKE AB2851 USGS QUAD - NEW HILL (1983) AB2851 AB2851 *CURRENT SURVEY CONTROL AB2851 ___________________________________________________________________ AB2851* NAD 83(1986)- 35 44 30.15025(N) 078 56 40.71639(W) ADJUSTED AB2851* NAVD 88 - 104.37 (+/-2cm) 342.4 (feet) VERTCON AB2851 ___________________________________________________________________ AB2851 LAPLACE CORR- -6.27 (seconds) DEFLEC99 AB2851 GEOID HEIGHT- -31.84 (meters) GEOID03 AB2851 AB2851 HORZ ORDER - SECOND AB2851 VERT ORDER - THIRD ? (See Below) AB2851 AB2851.The North Carolina HARNS have been completed but, AB2851.due to contractual restrictions, coordinates for these stations AB2851.will NOT be published in the near future. In the interim, the AB2851.published coordinates in North Carolina will not be AB2851.consistent with the Continuously Operating Reference Stations AB2851.(CORS). The HARN coordinates for these stations are available AB2851.upon request. Contact Gary Thompson(919-733-3836). AB2851. AB2851.In addition, the published North Carolina positions AB2851.(NAD 83 (1986)) are NOT consistent with those determined in AB2851.adjacent state readjustments. The discontinuity between stations AB2851.located in North Carolina and those in adjacent states AB2851.which have been adjusted to the HARN may be as much as 5 AB2851.decimeters. This will result in a significant loss of accuracy AB2851.over lines crossing such state borders. AB2851 AB2851 AB2851.The horizontal coordinates were established by classical geodetic methods AB2851.and adjusted by the National Geodetic Survey in April 1996. AB2851.No horizontal observational check was made to the station. AB2851 AB2851.The NAVD 88 height was computed by applying the VERTCON shift value to AB2851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AB2851.The vertical order pertains to the NGVD 29 superseded value. AB2851 AB2851.The Laplace correction was computed from DEFLEC99 derived deflections. AB2851 AB2851.The geoid height was determined by GEOID03. AB2851 AB2851; North East Units Scale Factor Converg. AB2851;SPC NC - 220,944.907 614,608.141 MT 0.99990906 +0 01 55.0 AB2851;SPC NC - 724,883.42 2,016,426.88 sFT 0.99990906 +0 01 55.0 AB2851;UTM 17 - 3,957,248.533 685,859.344 MT 1.00002568 +1 12 03.4 AB2851 AB2851! - Elev Factor x Scale Factor = Combined Factor AB2851!SPC NC - 0.99998862 x 0.99990906 = 0.99989768 AB2851!UTM 17 - 0.99998862 x 1.00002568 = 1.00001430 AB2851 AB2851 SUPERSEDED SURVEY CONTROL AB2851 AB2851 NGVD 29 (04/29/96) 104.62 (m) 343.2 (f) LEVELING 3 AB2851 AB2851.Superseded values are not recommended for survey control. AB2851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AB2851.See file dsdata.txt to determine how the superseded data were derived. AB2851 AB2851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8585957249(NAD 83) AB2851_MARKER: DD = SURVEY DISK AB2851_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND AB2851_STAMPING: 23 DRD 1960 343 AB2851_MARK LOGO: USGS AB2851_MAGNETIC: O = OTHER; SEE DESCRIPTION AB2851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AB2851 AB2851 HISTORY - Date Condition Report By AB2851 HISTORY - 1960 MONUMENTED USGS AB2851 HISTORY - 19840101 GOOD NCGS AB2851 AB2851 STATION DESCRIPTION AB2851 AB2851'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG) AB2851'STATION IS LOCATED ABOUT 8.5 KM (5.3 MI) WEST OF APEX. ALONG US 64 FOR AB2851'0.16 KM (0.10 MI) EAST FROM THE WAKE-CHATHAM COUNTY LINE. MARK AB2851'PROJECTS 1 FOOT ABOVE GROUND AND IS 40 FEET HIGHER THAN THE HIGHWAY. AB2851'LOCATED 11.6 M (38.1 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY--AND AB2851'32.6 M (107.0 FT) NORTHEAST OF A POWER POLE FACING NCGS AB2851'STATION--BORDER--, 12.4 M (40.7 FT) WEST OF A SMALL CEDAR BESIDE A AB2851'TREE--BOTH THE POLE AND THE LARGE TREE WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6457 *********************************************************************** EZ6457 DESIGNATION - 4 LB 2 EZ6457 PID - EZ6457 EZ6457 STATE/COUNTY- NC/WAKE EZ6457 USGS QUAD - RALEIGH WEST (1988) EZ6457 EZ6457 *CURRENT SURVEY CONTROL EZ6457 ___________________________________________________________________ EZ6457* NAD 83(1986)- 35 46 46.20737(N) 078 40 00.59874(W) ADJUSTED EZ6457* NAVD 88 - 100.531 (meters) 329.83 (feet) ADJUSTED EZ6457 ___________________________________________________________________ EZ6457 LAPLACE CORR- -7.17 (seconds) DEFLEC99 EZ6457 GEOID HEIGHT- -32.79 (meters) GEOID03 EZ6457 DYNAMIC HT - 100.445 (meters) 329.54 (feet) COMP EZ6457 MODELED GRAV- 979,770.3 (mgal) NAVD 88 EZ6457 EZ6457 HORZ ORDER - SECOND EZ6457 VERT ORDER - SECOND CLASS I EZ6457 EZ6457.The North Carolina HARNS have been completed but, EZ6457.due to contractual restrictions, coordinates for these stations EZ6457.will NOT be published in the near future. In the interim, the EZ6457.published coordinates in North Carolina will not be EZ6457.consistent with the Continuously Operating Reference Stations EZ6457.(CORS). The HARN coordinates for these stations are available EZ6457.upon request. Contact Gary Thompson(919-733-3836). EZ6457. EZ6457.In addition, the published North Carolina positions EZ6457.(NAD 83 (1986)) are NOT consistent with those determined in EZ6457.adjacent state readjustments. The discontinuity between stations EZ6457.located in North Carolina and those in adjacent states EZ6457.which have been adjusted to the HARN may be as much as 5 EZ6457.decimeters. This will result in a significant loss of accuracy EZ6457.over lines crossing such state borders. EZ6457 EZ6457 EZ6457.The horizontal coordinates were established by classical geodetic methods EZ6457.and adjusted by the National Geodetic Survey in March 1992. EZ6457 EZ6457.The orthometric height was determined by differential leveling EZ6457.and adjusted by the National Geodetic Survey in December 1991. EZ6457 EZ6457.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6457 EZ6457.The geoid height was determined by GEOID03. EZ6457 EZ6457.The dynamic height is computed by dividing the NAVD 88 EZ6457.geopotential number by the normal gravity value computed on the EZ6457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6457.degrees latitude (g = 980.6199 gals.). EZ6457 EZ6457.The modeled gravity was interpolated from observed gravity values. EZ6457 EZ6457; North East Units Scale Factor Converg. EZ6457;SPC NC - 225,187.064 639,721.567 MT 0.99991491 +0 11 32.3 EZ6457;SPC NC - 738,801.23 2,098,819.84 sFT 0.99991491 +0 11 32.3 EZ6457;UTM 17 - 3,962,003.699 710,885.206 MT 1.00014804 +1 21 52.7 EZ6457 EZ6457! - Elev Factor x Scale Factor = Combined Factor EZ6457!SPC NC - 0.99998937 x 0.99991491 = 0.99990428 EZ6457!UTM 17 - 0.99998937 x 1.00014804 = 1.00013741 EZ6457 EZ6457 SUPERSEDED SURVEY CONTROL EZ6457 EZ6457 NAVD 88 (03/04/92) 100.53 (m) 329.8 (f) LEVELING 3 EZ6457 EZ6457.Superseded values are not recommended for survey control. EZ6457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6457.See file dsdata.txt to determine how the superseded data were derived. EZ6457 EZ6457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1088562004(NAD 83) EZ6457_MARKER: DH = HORIZONTAL CONTROL DISK EZ6457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6457_SP_SET: SQUARE CONCRETE MONUMENT EZ6457_STAMPING: 4 LB 2 1972 EZ6457_MARK LOGO: NCDOT EZ6457_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT EZ6457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6457+STABILITY: SURFACE MOTION EZ6457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6457+SATELLITE: SATELLITE OBSERVATIONS - November 04, 1988 EZ6457 EZ6457 HISTORY - Date Condition Report By EZ6457 HISTORY - 1972 MONUMENTED NCDOT EZ6457 HISTORY - 19881104 GOOD NCGS EZ6457 EZ6457 STATION DESCRIPTION EZ6457 EZ6457'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ6457'STATION IS LOCATED IN SOUTHWEST RALEIGH. EZ6457'ALONG WESTERN BOULEVARD FOR 3.05 KM (1.90 MI) SOUTHEAST FROM THE EZ6457'BELTLINE -US 1-, AT THE PULLEN ROAD BRIDGE, IN NORTHEAST QUADRANT OF EZ6457'INTERSECTION. EZ6457'STATION IS A STANDARD NCDOT DISK STAMPED---4 LB 2 1972---, SET IN TOP EZ6457'OF A 15 CM CONCRETE POST RECESSED 5 CM BELOW GROUND SURFACE, AND IS 2 EZ6457'FEET BELOW WESTERN BOULEVARD. LOCATED 13.7 M (44.9 FT) EZ6457'NORTH-NORTHEAST OF THE CENTERLINE OF WESTBOUND LANES OF WESTERN EZ6457'BOULEVARD, 13.3 M (43.6 FT) EAST OF A CONCRETE DRAIN COVER, 33.1 M EZ6457'(108.6 FT) EAST OF A CHISELED X IN BRIDGE COLUMN--AND 11.0 M EZ6457'(36.1 FT) WEST OF A STREET LIGHTPOLE, 1.9 M (6.2 FT) NORTH-NORTHEAST EZ6457'OF A 30-INCH OAK--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6456 *********************************************************************** EZ6456 DESIGNATION - 48 JS 1 EZ6456 PID - EZ6456 EZ6456 STATE/COUNTY- NC/WAKE EZ6456 USGS QUAD - RALEIGH WEST (1988) EZ6456 EZ6456 *CURRENT SURVEY CONTROL EZ6456 ___________________________________________________________________ EZ6456* NAD 83(1986)- 35 46 32.20432(N) 078 39 32.26786(W) ADJUSTED EZ6456* NAVD 88 - 95.452 (meters) 313.16 (feet) ADJUSTED EZ6456 ___________________________________________________________________ EZ6456 LAPLACE CORR- -7.26 (seconds) DEFLEC99 EZ6456 GEOID HEIGHT- -32.83 (meters) GEOID03 EZ6456 DYNAMIC HT - 95.370 (meters) 312.89 (feet) COMP EZ6456 MODELED GRAV- 979,769.1 (mgal) NAVD 88 EZ6456 EZ6456 HORZ ORDER - SECOND EZ6456 VERT ORDER - SECOND CLASS I EZ6456 EZ6456.The North Carolina HARNS have been completed but, EZ6456.due to contractual restrictions, coordinates for these stations EZ6456.will NOT be published in the near future. In the interim, the EZ6456.published coordinates in North Carolina will not be EZ6456.consistent with the Continuously Operating Reference Stations EZ6456.(CORS). The HARN coordinates for these stations are available EZ6456.upon request. Contact Gary Thompson(919-733-3836). EZ6456. EZ6456.In addition, the published North Carolina positions EZ6456.(NAD 83 (1986)) are NOT consistent with those determined in EZ6456.adjacent state readjustments. The discontinuity between stations EZ6456.located in North Carolina and those in adjacent states EZ6456.which have been adjusted to the HARN may be as much as 5 EZ6456.decimeters. This will result in a significant loss of accuracy EZ6456.over lines crossing such state borders. EZ6456 EZ6456 EZ6456.The horizontal coordinates were established by classical geodetic methods EZ6456.and adjusted by the National Geodetic Survey in March 1992. EZ6456 EZ6456.The orthometric height was determined by differential leveling EZ6456.and adjusted by the National Geodetic Survey in December 1991. EZ6456 EZ6456.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6456 EZ6456.The geoid height was determined by GEOID03. EZ6456 EZ6456.The dynamic height is computed by dividing the NAVD 88 EZ6456.geopotential number by the normal gravity value computed on the EZ6456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6456.degrees latitude (g = 980.6199 gals.). EZ6456 EZ6456.The modeled gravity was interpolated from observed gravity values. EZ6456 EZ6456; North East Units Scale Factor Converg. EZ6456;SPC NC - 224,757.934 640,434.515 MT 0.99991429 +0 11 48.6 EZ6456;SPC NC - 737,393.32 2,101,158.90 sFT 0.99991429 +0 11 48.6 EZ6456;UTM 17 - 3,961,589.148 711,606.954 MT 1.00015180 +1 22 08.8 EZ6456 EZ6456! - Elev Factor x Scale Factor = Combined Factor EZ6456!SPC NC - 0.99999017 x 0.99991429 = 0.99990446 EZ6456!UTM 17 - 0.99999017 x 1.00015180 = 1.00014197 EZ6456 EZ6456 SUPERSEDED SURVEY CONTROL EZ6456 EZ6456 NAVD 88 (03/04/92) 95.45 (m) 313.2 (f) LEVELING 3 EZ6456 EZ6456.Superseded values are not recommended for survey control. EZ6456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6456.See file dsdata.txt to determine how the superseded data were derived. EZ6456 EZ6456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1160761589(NAD 83) EZ6456_MARKER: DH = HORIZONTAL CONTROL DISK EZ6456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6456_SP_SET: SQUARE CONCRETE MONUMENT EZ6456_STAMPING: 48 JS 1 1972 EZ6456_MARK LOGO: NCDOT EZ6456_MAGNETIC: N = NO MAGNETIC MATERIAL EZ6456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6456+STABILITY: SURFACE MOTION EZ6456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6456+SATELLITE: SATELLITE OBSERVATIONS - November 04, 1988 EZ6456 EZ6456 HISTORY - Date Condition Report By EZ6456 HISTORY - 1972 MONUMENTED NCDOT EZ6456 HISTORY - 19881104 GOOD NCGS EZ6456 HISTORY - 19881104 GOOD NCDOT EZ6456 EZ6456 STATION DESCRIPTION EZ6456 EZ6456'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ6456'STATION IS LOCATED IN SOUTHWEST RALEIGH. EZ6456'ALONG WESTERN BOULEVARD FOR 3.9 KM (2.4 MI) SOUTHEAST FROM THE EZ6456'BELTLINE-US 1-, OR 0.25 KM (0.16 MI) NORTHWEST OF CENTRAL PRISON AT EZ6456'ENTRANCE TO MOREHEAD SCHOOL. EZ6456'STATION IS A STANDARD NCDOT DISK STAMPED---48 JS 1 1972---, SET IN TOP EZ6456'OF A 15 CM CONCRETE POST RECESSED 12 CM BELOW GROUND, AND IS LEVEL EZ6456'WITH ROAD. LOCATED 10.1 M (33.1 FT) NORTHEAST OF THE CENTERLINE OF EZ6456'WESTBOUND LANES OF WESTERN BOULEVARD, 27.8 M (91.2 FT) EZ6456'EAST-SOUTHEAST OF GOVERNOR MOREHEAD HISTORIC SIGN POST, 7.8 M EZ6456'(25.6 FT) SOUTHWEST OF CHAIN LINK FENCE, AND 1.0 M (3.3 FT) EZ6456'SOUTHWEST OF 30-INCH OAK WITH REFERENCE TAG. EZ6456 EZ6456 STATION RECOVERY (1988) EZ6456 EZ6456'RECOVERY NOTE BY NC DOT 1988 EZ6456'STATION IS LOCATED IN SOUTHWEST RALEIGH. EZ6456'ALONG WESTERN BOULEVARD FOR 3.9 KM (2.4 MI) SOUTHEAST FROM THE EZ6456'BELTLINE-US 1-, OR 0.25 KM (0.16 MI) NORTHWEST OF CENTRAL PRISON AT EZ6456'ENTRANCE TO MOREHEAD SCHOOL. EZ6456'STATION IS A STANDARD NCDOT DISK STAMPED---48 JS 1 1972---, SET IN TOP EZ6456'OF A 15 CM CONCRETE POST RECESSED 12 CM BELOW GROUND, AND IS LEVEL EZ6456'WITH ROAD. LOCATED 10.1 M (33.1 FT) NORTHEAST OF THE CENTERLINE OF EZ6456'WEST BOUND LANES OF WESTERN BOULEVARD, 27.8 M (91.2 FT) EZ6456'EAST-SOUTHEAST OF GOVERNOR MOREHEAD HISTORIC SIGN POST, 7.8 M EZ6456'(25.6 FT) SOUTHWEST OF CHAIN LINK FENCE, AND 1.0 M (3.3 FT) EZ6456'SOUTHWEST OF 30-INCH OAK WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AH4746 *********************************************************************** AH4746 DESIGNATION - 6 LB 2 AH4746 PID - AH4746 AH4746 STATE/COUNTY- NC/WAKE AH4746 USGS QUAD - GARNER (1993) AH4746 AH4746 *CURRENT SURVEY CONTROL AH4746 ___________________________________________________________________ AH4746* NAD 83(1986)- 35 40 21.37805(N) 078 34 33.12302(W) ADJUSTED AH4746* NAVD 88 - 106.83 (meters) 350.5 (feet) LEVELING AH4746 ___________________________________________________________________ AH4746 LAPLACE CORR- -7.07 (seconds) DEFLEC99 AH4746 GEOID HEIGHT- -33.40 (meters) GEOID03 AH4746 AH4746 HORZ ORDER - FIRST AH4746 VERT ORDER - THIRD ? AH4746 AH4746.The North Carolina HARNS have been completed but, AH4746.due to contractual restrictions, coordinates for these stations AH4746.will NOT be published in the near future. In the interim, the AH4746.published coordinates in North Carolina will not be AH4746.consistent with the Continuously Operating Reference Stations AH4746.(CORS). The HARN coordinates for these stations are available AH4746.upon request. Contact Gary Thompson(919-733-3836). AH4746. AH4746.In addition, the published North Carolina positions AH4746.(NAD 83 (1986)) are NOT consistent with those determined in AH4746.adjacent state readjustments. The discontinuity between stations AH4746.located in North Carolina and those in adjacent states AH4746.which have been adjusted to the HARN may be as much as 5 AH4746.decimeters. This will result in a significant loss of accuracy AH4746.over lines crossing such state borders. AH4746 AH4746 AH4746.The horizontal coordinates were established by GPS observations AH4746.and adjusted by the National Geodetic Survey in November 1998. AH4746 AH4746.The orthometric height was determined by differential leveling. AH4746.The vertical network tie was performed by a horz. field party for horz. AH4746.obs reductions. Reset procedures were used to establish the elevation. AH4746 AH4746.The Laplace correction was computed from DEFLEC99 derived deflections. AH4746 AH4746.The geoid height was determined by GEOID03. AH4746 AH4746; North East Units Scale Factor Converg. AH4746;SPC NC - 213,358.999 647,996.031 MT 0.99989949 +0 14 41.3 AH4746;SPC NC - 699,995.32 2,125,966.98 sFT 0.99989949 +0 14 41.3 AH4746;UTM 17 - 3,950,344.116 719,401.887 MT 1.00019322 +1 24 51.1 AH4746 AH4746! - Elev Factor x Scale Factor = Combined Factor AH4746!SPC NC - 0.99998848 x 0.99989949 = 0.99988797 AH4746!UTM 17 - 0.99998848 x 1.00019322 = 1.00018169 AH4746 AH4746: Primary Azimuth Mark Grid Az AH4746:SPC NC - 6 LB 2 AZ MK 342 31 18.4 AH4746:UTM 17 - 6 LB 2 AZ MK 341 21 08.6 AH4746 AH4746|---------------------------------------------------------------------| AH4746| PID Reference Object Distance Geod. Az | AH4746| dddmmss.s | AH4746| AH4747 6 LB 2 AZ MK APPROX. 0.6 KM 3424559.7 | AH4746|---------------------------------------------------------------------| AH4746 AH4746 SUPERSEDED SURVEY CONTROL AH4746 AH4746.No superseded survey control is available for this station. AH4746 AH4746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1940250344(NAD 83) AH4746_MARKER: DD = SURVEY DISK AH4746_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND AH4746_STAMPING: 6 LB 2 1972 AH4746_MARK LOGO: NCDOT AH4746_PROJECTION: FLUSH AH4746_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AH4746_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AH4746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH4746+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1991 AH4746 AH4746 HISTORY - Date Condition Report By AH4746 HISTORY - 1972 MONUMENTED NCDOT AH4746 HISTORY - 19911022 GOOD NCGS AH4746 HISTORY - 20050830 GOOD GEOCAC AH4746 AH4746 STATION DESCRIPTION AH4746 AH4746'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (LWA) AH4746'STATION IS LOCATED ABOUT 2.9 MI (4.7 KM) SOUTHEAST OF GARNER, 8.3 MI AH4746'(13.4 KM) SOUTH-SOUTHEAST OF RALEIGH. ALONG SR 2547 (WHITE OAK RD) FOR AH4746'1.75 MI (2.82 KM) SOUTH FROM US 70, OR ABOUT 0.1 MI (0.2 KM) NORTH OF AH4746'JUNCTION WITH SR 2700 AT HEBRON CHURCH RD, ON TOP OF EAST BANK UNDER A AH4746'POWER TRANSMISSION LINE, AND ABOUT 225 FT (68.6 M) NORTH OF--WILKINS AH4746'STORE--. MARK IS 3-FEET HIGHER THAN ROAD AND RECESSED 2 INCHES BELOW AH4746'GROUND. LOCATED 26.5 FT (8.1 M) EAST OF THE CENTERLINE OF ROAD, 93.8 AH4746'FT (28.6 M) SOUTHWEST OF A CONCRETE WELL COVER--AND 71.1 FT (21.7 M) AH4746'NORTH OF A TELEPHONE PEDESTAL BESIDE POWER POLE, 105.4 FT (32.1 M) AH4746'WEST-NORTHWEST OF A POWER TRANSMISSION LINE POLE--BOTH WITH REFERENCE AH4746'TAGS. AH4746 AH4746 STATION RECOVERY (2005) AH4746 AH4746'RECOVERY NOTE BY GEOCACHING 2005 (PFF) AH4746'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AH4743 *********************************************************************** AH4743 DESIGNATION - 6 LB 3 AH4743 PID - AH4743 AH4743 STATE/COUNTY- NC/WAKE AH4743 USGS QUAD - GARNER (1993) AH4743 AH4743 *CURRENT SURVEY CONTROL AH4743 ___________________________________________________________________ AH4743* NAD 83(1986)- 35 39 43.86963(N) 078 32 48.22922(W) ADJUSTED AH4743* NAVD 88 - 108.01 (meters) 354.4 (feet) LEVELING AH4743 ___________________________________________________________________ AH4743 LAPLACE CORR- -6.51 (seconds) DEFLEC99 AH4743 GEOID HEIGHT- -33.53 (meters) GEOID03 AH4743 AH4743 HORZ ORDER - FIRST AH4743 VERT ORDER - THIRD ? AH4743 AH4743.The North Carolina HARNS have been completed but, AH4743.due to contractual restrictions, coordinates for these stations AH4743.will NOT be published in the near future. In the interim, the AH4743.published coordinates in North Carolina will not be AH4743.consistent with the Continuously Operating Reference Stations AH4743.(CORS). The HARN coordinates for these stations are available AH4743.upon request. Contact Gary Thompson(919-733-3836). AH4743. AH4743.In addition, the published North Carolina positions AH4743.(NAD 83 (1986)) are NOT consistent with those determined in AH4743.adjacent state readjustments. The discontinuity between stations AH4743.located in North Carolina and those in adjacent states AH4743.which have been adjusted to the HARN may be as much as 5 AH4743.decimeters. This will result in a significant loss of accuracy AH4743.over lines crossing such state borders. AH4743 AH4743 AH4743.The horizontal coordinates were established by GPS observations AH4743.and adjusted by the National Geodetic Survey in November 1998. AH4743 AH4743.The orthometric height was determined by differential leveling. AH4743.The vertical network tie was performed by a horz. field party for horz. AH4743.obs reductions. Reset procedures were used to establish the elevation. AH4743 AH4743.The Laplace correction was computed from DEFLEC99 derived deflections. AH4743 AH4743.The geoid height was determined by GEOID03. AH4743 AH4743; North East Units Scale Factor Converg. AH4743;SPC NC - 212,214.766 650,638.948 MT 0.99989817 +0 15 41.8 AH4743;SPC NC - 696,241.28 2,134,637.95 sFT 0.99989817 +0 15 41.8 AH4743;UTM 17 - 3,949,253.727 722,068.409 MT 1.00020773 +1 25 51.1 AH4743 AH4743! - Elev Factor x Scale Factor = Combined Factor AH4743!SPC NC - 0.99998831 x 0.99989817 = 0.99988648 AH4743!UTM 17 - 0.99998831 x 1.00020773 = 1.00019604 AH4743 AH4743 SUPERSEDED SURVEY CONTROL AH4743 AH4743.No superseded survey control is available for this station. AH4743 AH4743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2206849254(NAD 83) AH4743_MARKER: DD = SURVEY DISK AH4743_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND AH4743_STAMPING: 6 LB 3 1972 AH4743_MARK LOGO: NCDOT AH4743_PROJECTION: FLUSH AH4743_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT AH4743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AH4743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH4743+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1991 AH4743 AH4743 HISTORY - Date Condition Report By AH4743 HISTORY - 1972 MONUMENTED NCDOT AH4743 HISTORY - 19911022 GOOD NCGS AH4743 HISTORY - 20050830 GOOD GEOCAC AH4743 AH4743 STATION DESCRIPTION AH4743 AH4743'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (LWA) AH4743'STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTHEAST OF GARNER. ALONG SR AH4743'2700 (WHITE OAK RD) FOR 1.0 MI (1.6 KM) EAST FROM THE OVERPASS OF AH4743'I-40, OR 1.9 MI (3.1 KM) SOUTH ALONG SR 2555 (RAYNOR RD) FROM US 70, AH4743'IN THE NORTHWEST QUADRANT OF THE T-INTERSECTION BESIDE THE MOUNT AH4743'HERMAN CHURCH CEMETERY. MARK IS LEVEL WITH ROAD AND FLUSH WITH GROUND. AH4743'LOCATED ABOUT 300 FT (91.4 M) NORTH OF THE CENTERLINE OF THE AH4743'T-INTERSECTION, 34.5 FT (10.5 M) WEST OF THE CENTERLINE OF SR 2555, AH4743'74.2 FT (22.6 M) NORTH OF THE NORTHEAST CORNER OF THE CHURCH BUILDING, AH4743'17.7 FT (5.4 M) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF AH4743'THE--LEONARD AND ROSSIE BARBOUR--HEADSTONE, 20.0 FT (6.1 M) EAST OF AH4743'THE--LUCY J.W. MURRAY--HEADSTONE, AND 65.2 FT (19.9 M) NORTH OF A AH4743'TELEPHONE PEDESTAL BESIDE A POWER POLE WITH LAMP AND REFERENCE TAG. AH4743 AH4743 STATION RECOVERY (2005) AH4743 AH4743'RECOVERY NOTE BY GEOCACHING 2005 (PFF) AH4743'RECOVERED AS DESCRIBED. ALL REFERENCES GOOD. AH4743' 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5410 *********************************************************************** EZ5410 DESIGNATION - ACADEMY EZ5410 PID - EZ5410 EZ5410 STATE/COUNTY- NC/WAKE EZ5410 USGS QUAD - CARY (1993) EZ5410 EZ5410 *CURRENT SURVEY CONTROL EZ5410 ___________________________________________________________________ EZ5410* NAD 83(1986)- 35 47 16.88335(N) 078 46 52.05218(W) ADJUSTED EZ5410* NAVD 88 - 151.3 (meters) 496. (feet) VERTCON EZ5410 ___________________________________________________________________ EZ5410 LAPLACE CORR- -6.34 (seconds) DEFLEC99 EZ5410 GEOID HEIGHT- -32.29 (meters) GEOID03 EZ5410 EZ5410 HORZ ORDER - SECOND EZ5410 EZ5410.The North Carolina HARNS have been completed but, EZ5410.due to contractual restrictions, coordinates for these stations EZ5410.will NOT be published in the near future. In the interim, the EZ5410.published coordinates in North Carolina will not be EZ5410.consistent with the Continuously Operating Reference Stations EZ5410.(CORS). The HARN coordinates for these stations are available EZ5410.upon request. Contact Gary Thompson(919-733-3836). EZ5410. EZ5410.In addition, the published North Carolina positions EZ5410.(NAD 83 (1986)) are NOT consistent with those determined in EZ5410.adjacent state readjustments. The discontinuity between stations EZ5410.located in North Carolina and those in adjacent states EZ5410.which have been adjusted to the HARN may be as much as 5 EZ5410.decimeters. This will result in a significant loss of accuracy EZ5410.over lines crossing such state borders. EZ5410 EZ5410 EZ5410.The horizontal coordinates were established by classical geodetic methods EZ5410.and adjusted by the National Geodetic Survey in July 1986. EZ5410 EZ5410.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5410 EZ5410.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5410 EZ5410.The geoid height was determined by GEOID03. EZ5410 EZ5410; North East Units Scale Factor Converg. EZ5410;SPC NC - 226,103.711 629,386.748 MT 0.99991629 +0 07 34.8 EZ5410;SPC NC - 741,808.59 2,064,913.02 sFT 0.99991629 +0 07 34.8 EZ5410;UTM 17 - 3,962,708.911 700,531.668 MT 1.00009554 +1 17 52.8 EZ5410 EZ5410! - Elev Factor x Scale Factor = Combined Factor EZ5410!SPC NC - 0.99998131 x 0.99991629 = 0.99989761 EZ5410!UTM 17 - 0.99998131 x 1.00009554 = 1.00007685 EZ5410 EZ5410 SUPERSEDED SURVEY CONTROL EZ5410 EZ5410 NAD 27 - 35 47 16.35508(N) 078 46 53.03784(W) AD( ) 2 EZ5410 NGVD 29 (07/19/86) 151.6 (m) 497. (f) VERT ANG EZ5410 EZ5410.Superseded values are not recommended for survey control. EZ5410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5410.See file dsdata.txt to determine how the superseded data were derived. EZ5410 EZ5410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0053262709(NAD 83) EZ5410_MARKER: DE = TRAVERSE STATION DISK EZ5410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5410_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5410_STAMPING: ACADEMY 1965 EZ5410_MARK LOGO: NCGS EZ5410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5410+STABILITY: SURFACE MOTION EZ5410 EZ5410 HISTORY - Date Condition Report By EZ5410 HISTORY - 1965 MONUMENTED NCGS EZ5410 HISTORY - 1980 MARK NOT FOUND NGS EZ5410 HISTORY - 20040613 MARK NOT FOUND USPSQD EZ5410 HISTORY - 20050614 MARK NOT FOUND GEOCAC EZ5410 EZ5410 STATION DESCRIPTION EZ5410 EZ5410'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ5410'ACADEMY IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ5410'ESTABLISHED IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5410' EZ5410'ACADEMY IS IN THE TOWN OF CARY. LOCATED IN THE SE QUADRANT EZ5410'OF THE SEABOARD AIRLINE RR AND ACADEMY ST.. APPROXIMATELY 300 EZ5410'FT N OF OLD U.S. 1 AND 64 OR E. CHATHAM STREET. APPROXIMATELY EZ5410'50 FT SE OF CARY RR STATION AND ON S SIDE OF TRACKS. EZ5410' EZ5410'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5410'ACADEMY 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ5410'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5410' EZ5410'MARK IS EZ5410' EZ5410'22.8 FT E OF C/L OF ACADEMY ST. EZ5410' EZ5410'15.9 FT S OF S RAIL EZ5410' EZ5410'5.8 FT W OF RR CROSSING SIGNAL POST EZ5410' EZ5410'14.2 FT S OF CROSS TIE WITH ALUMINUM REF. TAG EZ5410' EZ5410'37.8 FT N OF FIRE PLUG EZ5410' EZ5410'37.1 FT N OF PP WITH ALUMINUM REF. TAG EZ5410' EZ5410'47.5 FT E OF PP WITH ALUMINUM REF. TAG EZ5410' EZ5410'22.0 FT NE OF C/L OF CEDAR ST. EZ5410' EZ5410'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ5410 EZ5410 STATION RECOVERY (1980) EZ5410 EZ5410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (HDM) EZ5410'THE STATION IS BELIEVED DESTROYED BY WIDENING OF ACADEMY STREET AS EZ5410'REFERENCE MEASURMENTS LOCATE STATION IN THE APPROXIMATE CENTER OF EZ5410'ACADEMY STREET. EZ5410 EZ5410 STATION RECOVERY (2004) EZ5410 EZ5410'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN) EZ5410'MARK NOT FOUND. EZ5410 EZ5410 STATION RECOVERY (2005) EZ5410 EZ5410'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ5410'ROAD HAS BEEN WIDENED, SIDEWALKS ADDED, AND SHOULDER LANDSCAPED. MARK EZ5410'APPEARS TO HAVE BEEN IN AFFECTED AREA. EZ5410' 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7278 *********************************************************************** AE7278 DESIGNATION - ACE AE7278 PID - AE7278 AE7278 STATE/COUNTY- NC/WAKE AE7278 USGS QUAD - BAYLEAF (1987) AE7278 AE7278 *CURRENT SURVEY CONTROL AE7278 ___________________________________________________________________ AE7278* NAD 83(1986)- 35 59 19.08549(N) 078 41 32.70386(W) ADJUSTED AE7278* NAVD 88 - 127.1 (meters) 417. (feet) VERTCON AE7278 ___________________________________________________________________ AE7278 LAPLACE CORR- -6.81 (seconds) DEFLEC99 AE7278 GEOID HEIGHT- -32.15 (meters) GEOID03 AE7278 AE7278 HORZ ORDER - SECOND AE7278 AE7278.The North Carolina HARNS have been completed but, AE7278.due to contractual restrictions, coordinates for these stations AE7278.will NOT be published in the near future. In the interim, the AE7278.published coordinates in North Carolina will not be AE7278.consistent with the Continuously Operating Reference Stations AE7278.(CORS). The HARN coordinates for these stations are available AE7278.upon request. Contact Gary Thompson(919-733-3836). AE7278. AE7278.In addition, the published North Carolina positions AE7278.(NAD 83 (1986)) are NOT consistent with those determined in AE7278.adjacent state readjustments. The discontinuity between stations AE7278.located in North Carolina and those in adjacent states AE7278.which have been adjusted to the HARN may be as much as 5 AE7278.decimeters. This will result in a significant loss of accuracy AE7278.over lines crossing such state borders. AE7278 AE7278 AE7278.The horizontal coordinates were established by classical geodetic methods AE7278.and adjusted by the National Geodetic Survey in March 1998. AE7278 AE7278.The NAVD 88 height was computed by applying the VERTCON shift value to AE7278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7278 AE7278.The Laplace correction was computed from DEFLEC99 derived deflections. AE7278 AE7278.The geoid height was determined by GEOID03. AE7278 AE7278; North East Units Scale Factor Converg. AE7278;SPC NC - 248,382.673 637,336.662 MT 0.99995517 +0 10 39.1 AE7278;SPC NC - 814,902.15 2,090,995.37 sFT 0.99995517 +0 10 39.1 AE7278;UTM 17 - 3,985,150.277 708,024.292 MT 1.00013325 +1 21 23.3 AE7278 AE7278! - Elev Factor x Scale Factor = Combined Factor AE7278!SPC NC - 0.99998510 x 0.99995517 = 0.99994027 AE7278!UTM 17 - 0.99998510 x 1.00013325 = 1.00011835 AE7278 AE7278 SUPERSEDED SURVEY CONTROL AE7278 AE7278 NGVD 29 (03/10/98) 127.3 (m) 418. (f) VERT ANG AE7278 AE7278.Superseded values are not recommended for survey control. AE7278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7278.See file dsdata.txt to determine how the superseded data were derived. AE7278 AE7278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0802485150(NAD 83) AE7278_MARKER: DE = TRAVERSE STATION DISK AE7278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7278_STAMPING: ACE 1985 AE7278_MARK LOGO: NCGS AE7278_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7278+STABILITY: SURFACE MOTION AE7278 AE7278 HISTORY - Date Condition Report By AE7278 HISTORY - 1985 MONUMENTED NCGS AE7278 AE7278 STATION DESCRIPTION AE7278 AE7278'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) AE7278'STATION IS LOCATED ABOUT 16.4 KM (10.20 MI) WEST OF WAKE FOREST. ALONG AE7278'NC 98 FOR 0.6 KM (0.35 MI) WEST FROM THE NC 50 UNDERPASS, IN THE NORTH AE7278'SHOULDER ON PROLONGATION OF THE WEST SIDE OF GOLDSTON LUMBER COMPANYS AE7278'ACE HARDWARE STORE. MARK IS RECESSED 1 INCH BELOW GROUND AND ABOUT AE7278'LEVEL WITH THE HIGHWAY. LOCATED 9.3 M (30.5 FT) NORTH-NORTHEAST AE7278'CENTERLINE OF THE HIGHWAY, 33.2 M (108.9 FT) SOUTH OF THE SOUTHWEST AE7278'CORNER OF THE STORE COLUMN, 43.0 M (141.1 FT) WEST-NORTHWEST OF THE AE7278'CENTERLINE OF THE STORE DRIVEWAY, 18.4 M (60.4 FT) WEST-SOUTHWEST OF AE7278'THE BASE OF A SIGN, AND 23.1 M (75.8 FT) SOUTHEAST OF THE SOUTH END OF AE7278'A PRIVACY FENCE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1070 *********************************************************************** EZ1070 DESIGNATION - ACORN EZ1070 PID - EZ1070 EZ1070 STATE/COUNTY- NC/WAKE EZ1070 USGS QUAD - APEX (1993) EZ1070 EZ1070 *CURRENT SURVEY CONTROL EZ1070 ___________________________________________________________________ EZ1070* NAD 83(1986)- 35 44 56.57921(N) 078 46 15.70757(W) ADJUSTED EZ1070* NAVD 88 - 127.232 (meters) 417.43 (feet) ADJUSTED EZ1070 ___________________________________________________________________ EZ1070 LAPLACE CORR- -6.40 (seconds) DEFLEC99 EZ1070 GEOID HEIGHT- -32.43 (meters) GEOID03 EZ1070 DYNAMIC HT - 127.122 (meters) 417.07 (feet) COMP EZ1070 MODELED GRAV- 979,767.3 (mgal) NAVD 88 EZ1070 EZ1070 HORZ ORDER - SECOND EZ1070 VERT ORDER - SECOND CLASS 0 EZ1070 EZ1070.The North Carolina HARNS have been completed but, EZ1070.due to contractual restrictions, coordinates for these stations EZ1070.will NOT be published in the near future. In the interim, the EZ1070.published coordinates in North Carolina will not be EZ1070.consistent with the Continuously Operating Reference Stations EZ1070.(CORS). The HARN coordinates for these stations are available EZ1070.upon request. Contact Gary Thompson(919-733-3836). EZ1070. EZ1070.In addition, the published North Carolina positions EZ1070.(NAD 83 (1986)) are NOT consistent with those determined in EZ1070.adjacent state readjustments. The discontinuity between stations EZ1070.located in North Carolina and those in adjacent states EZ1070.which have been adjusted to the HARN may be as much as 5 EZ1070.decimeters. This will result in a significant loss of accuracy EZ1070.over lines crossing such state borders. EZ1070 EZ1070 EZ1070.The horizontal coordinates were established by classical geodetic methods EZ1070.and adjusted by the National Geodetic Survey in July 1986. EZ1070 EZ1070.The orthometric height was determined by differential leveling EZ1070.and adjusted by the National Geodetic Survey in June 1991. EZ1070 EZ1070.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1070 EZ1070.The geoid height was determined by GEOID03. EZ1070 EZ1070.The dynamic height is computed by dividing the NAVD 88 EZ1070.geopotential number by the normal gravity value computed on the EZ1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1070.degrees latitude (g = 980.6199 gals.). EZ1070 EZ1070.The modeled gravity was interpolated from observed gravity values. EZ1070 EZ1070; North East Units Scale Factor Converg. EZ1070;SPC NC - 221,781.877 630,309.340 MT 0.99991016 +0 07 55.8 EZ1070;SPC NC - 727,629.37 2,067,939.89 sFT 0.99991016 +0 07 55.8 EZ1070;UTM 17 - 3,958,406.041 701,542.584 MT 1.00010056 +1 18 09.7 EZ1070 EZ1070! - Elev Factor x Scale Factor = Combined Factor EZ1070!SPC NC - 0.99998512 x 0.99991016 = 0.99989528 EZ1070!UTM 17 - 0.99998512 x 1.00010056 = 1.00008568 EZ1070 EZ1070: Primary Azimuth Mark Grid Az EZ1070:SPC NC - PLAINS 057 10 32.7 EZ1070:UTM 17 - PLAINS 056 00 18.8 EZ1070 EZ1070|---------------------------------------------------------------------| EZ1070| PID Reference Object Distance Geod. Az | EZ1070| dddmmss.s | EZ1070| EZ1072 PLAINS APPROX. 2.7 KM 0571828.5 | EZ1070|---------------------------------------------------------------------| EZ1070 EZ1070 SUPERSEDED SURVEY CONTROL EZ1070 EZ1070 NAD 27 - 35 44 56.03031(N) 078 46 16.68644(W) AD( ) 2 EZ1070 NGVD 29 (??/??/92) 127.490 (m) 418.27 (f) ADJ UNCH 2 0 EZ1070 EZ1070.Superseded values are not recommended for survey control. EZ1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1070.See file dsdata.txt to determine how the superseded data were derived. EZ1070 EZ1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0154358406(NAD 83) EZ1070_MARKER: DE = TRAVERSE STATION DISK EZ1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1070_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1070_STAMPING: ACORN 1967 EZ1070_MAGNETIC: N = NO MAGNETIC MATERIAL EZ1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1070+STABILITY: SURFACE MOTION EZ1070 EZ1070 HISTORY - Date Condition Report By EZ1070 HISTORY - 1967 MONUMENTED NCGS EZ1070 HISTORY - 1973 GOOD NCGS EZ1070 HISTORY - 1984 MARK NOT FOUND NCGS EZ1070 HISTORY - 1984 MARK NOT FOUND NCGS EZ1070 EZ1070 STATION DESCRIPTION EZ1070 EZ1070'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1070'ACORN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1070'IN THE VICINITY OF APEX, NORTH CAROLINA. EZ1070' EZ1070'ACORN IS LOCATED APPROXIMATELY 2.7 MILES SSE OF CARY. TO EZ1070'REACH STATION PROCEED FROM THE INTERSECTION OF SR 1313 EZ1070'(MACEDONIA-CARY RD.) WITH U.S. 1, GO SOUTHWEST ON U.S. 1 FOR EZ1070'1.7 MILES TO STATION. WHICH IS ON THE NORTH SHOULDER OF NORTH EZ1070'BOUND LANE, IN LINE WITH THE SOUTHWEST END OF METAL GUARD RAIL EZ1070'THAT IS LOCATED ON NORTHWEST SIDE OF SOUTH BOUND LANE AND EZ1070'STATION AND 0.65 MILES NORTHEAST OF KILDAIRE RD. EZ1070' EZ1070'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1070'ACORN 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1070'WHICH IS 5 INCHES BELOW THE SURFACE OF THE GROUND. EZ1070' EZ1070'MARK IS EZ1070' EZ1070'22.0 FT NNW OF C/L OF N BOUND LANE OF U.S. 1 EZ1070' EZ1070'37.5 FT SSE OF C/L OF S BOUND LANE OF U.S. 1 EZ1070' EZ1070'60.0 FT SSE OF SW END METAL POST OF METAL GUARD RAIL EZ1070' EZ1070'66.3 FT S OF 3RD METAL POST FROM SW END OF METAL GUARD RAIL EZ1070 EZ1070 STATION RECOVERY (1973) EZ1070 EZ1070'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1070'3.1 MI S FROM CARY. EZ1070'ACORN IS LOCATED APPROXIMATELY 8.0 MILES WSW OF CAPITOL SQUARE EZ1070'IN RALEIGH. TO REACH STATION FROM U.S. 1 - U.S. 64 (BELTLINE) EZ1070'OVERPASS OF I-40 IN WEST RALEIGH, PROCEED SOUTH ALONG U.S. 1 EZ1070'U.S. 64 FOR 6.1 MILES TO STATION ON RIGHT ON NORTH SHOULDER, EZ1070'0.65 MILES NE OF SR 1300 (KILDAIRE ROAD) OVERPASS OF U.S. 1 - U.S. EZ1070'64, 22.0 FT NNW OF C/L OF NORTH BOUND LANE OF U.S. 1, 37.5 FT EZ1070'SSE OF C/L OF SOUTH BOUND LANE OF U.S. 1, 60.0 FT SSE OF SW END EZ1070'OF GUARD RAIL POST, AND 66.3 FT S OF THIRD GUARD RAIL POST EZ1070'FROM SW END. DISK IS SET IN CONCRETE CYLINDER 5 INCHES BELOW EZ1070'THE SURFACE OF THE GROUND. EZ1070 EZ1070 STATION RECOVERY (1984) EZ1070 EZ1070'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ1070'THE STATION NOT RECOVERED AT THIS DATE. EZ1070'THE STATION WAS SEARCHED FOR BUT NOT FOUND, THE DESCRIPTION IS EZ1070'INADEQUATE FOR LOCATING THE MONUMENT. EZ1070' EZ1070'NCGS EZ1070 EZ1070 STATION RECOVERY (1984) EZ1070 EZ1070'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ1070'THE STATION NOT RECOVERED AT THIS DATE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1037 *********************************************************************** EZ1037 DESIGNATION - ADAMS EZ1037 PID - EZ1037 EZ1037 STATE/COUNTY- NC/WAKE EZ1037 USGS QUAD - FUQUAY-VARINA (1993) EZ1037 EZ1037 *CURRENT SURVEY CONTROL EZ1037 ___________________________________________________________________ EZ1037* NAD 83(1986)- 35 35 40.18327(N) 078 45 59.62522(W) ADJUSTED EZ1037* NAVD 88 - 126.211 (meters) 414.08 (feet) ADJUSTED EZ1037 ___________________________________________________________________ EZ1037 LAPLACE CORR- -4.77 (seconds) DEFLEC99 EZ1037 GEOID HEIGHT- -32.78 (meters) GEOID03 EZ1037 DYNAMIC HT - 126.100 (meters) 413.71 (feet) COMP EZ1037 MODELED GRAV- 979,754.1 (mgal) NAVD 88 EZ1037 EZ1037 HORZ ORDER - SECOND EZ1037 VERT ORDER - SECOND CLASS 0 EZ1037 EZ1037.The North Carolina HARNS have been completed but, EZ1037.due to contractual restrictions, coordinates for these stations EZ1037.will NOT be published in the near future. In the interim, the EZ1037.published coordinates in North Carolina will not be EZ1037.consistent with the Continuously Operating Reference Stations EZ1037.(CORS). The HARN coordinates for these stations are available EZ1037.upon request. Contact Gary Thompson(919-733-3836). EZ1037. EZ1037.In addition, the published North Carolina positions EZ1037.(NAD 83 (1986)) are NOT consistent with those determined in EZ1037.adjacent state readjustments. The discontinuity between stations EZ1037.located in North Carolina and those in adjacent states EZ1037.which have been adjusted to the HARN may be as much as 5 EZ1037.decimeters. This will result in a significant loss of accuracy EZ1037.over lines crossing such state borders. EZ1037 EZ1037 EZ1037.The horizontal coordinates were established by classical geodetic methods EZ1037.and adjusted by the National Geodetic Survey in July 1986. EZ1037 EZ1037.The orthometric height was determined by differential leveling EZ1037.and adjusted by the National Geodetic Survey in June 1991. EZ1037 EZ1037.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1037 EZ1037.The geoid height was determined by GEOID03. EZ1037 EZ1037.The dynamic height is computed by dividing the NAVD 88 EZ1037.geopotential number by the normal gravity value computed on the EZ1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1037.degrees latitude (g = 980.6199 gals.). EZ1037 EZ1037.The modeled gravity was interpolated from observed gravity values. EZ1037 EZ1037; North East Units Scale Factor Converg. EZ1037;SPC NC - 204,636.319 630,753.685 MT 0.99989043 +0 08 05.0 EZ1037;SPC NC - 671,377.66 2,069,397.71 sFT 0.99989043 +0 08 05.0 EZ1037;UTM 17 - 3,941,269.629 702,336.525 MT 1.00010453 +1 18 01.4 EZ1037 EZ1037! - Elev Factor x Scale Factor = Combined Factor EZ1037!SPC NC - 0.99998534 x 0.99989043 = 0.99987577 EZ1037!UTM 17 - 0.99998534 x 1.00010453 = 1.00008986 EZ1037 EZ1037: Primary Azimuth Mark Grid Az EZ1037:SPC NC - SUNSET 250 56 31.1 EZ1037:UTM 17 - SUNSET 249 46 34.7 EZ1037 EZ1037|---------------------------------------------------------------------| EZ1037| PID Reference Object Distance Geod. Az | EZ1037| dddmmss.s | EZ1037| EZ1036 TOP 477.799 METERS 0692821.1 | EZ1037| EZ1038 SUNSET APPROX. 0.7 KM 2510436.1 | EZ1037|---------------------------------------------------------------------| EZ1037 EZ1037 SUPERSEDED SURVEY CONTROL EZ1037 EZ1037 NAD 27 - 35 35 39.62628(N) 078 46 00.59121(W) AD( ) 2 EZ1037 NGVD 29 (??/??/92) 126.479 (m) 414.96 (f) ADJ UNCH 2 0 EZ1037 EZ1037.Superseded values are not recommended for survey control. EZ1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1037.See file dsdata.txt to determine how the superseded data were derived. EZ1037 EZ1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0233741270(NAD 83) EZ1037_MARKER: DE = TRAVERSE STATION DISK EZ1037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1037_SP_SET: CONCRETE POST EZ1037_STAMPING: ADAMS 1967 EZ1037_MARK LOGO: NCGS EZ1037_MAGNETIC: N = NO MAGNETIC MATERIAL EZ1037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1037+STABILITY: SURFACE MOTION EZ1037 EZ1037 HISTORY - Date Condition Report By EZ1037 HISTORY - 1967 MONUMENTED NCGS EZ1037 HISTORY - 1972 GOOD NCGS EZ1037 HISTORY - 1973 GOOD NCGS EZ1037 HISTORY - 1973 GOOD NCGS EZ1037 HISTORY - 1976 GOOD NGS EZ1037 HISTORY - 19830101 GOOD NCGS EZ1037 HISTORY - 19990812 MARK NOT FOUND NCGS EZ1037 EZ1037 STATION DESCRIPTION EZ1037 EZ1037'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1037'ADAMS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1037'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ1037' EZ1037'ADAMS IS LOCATED APPROXIMATELY 2.2 MILES ENE OF FUQUAY EZ1037'SPRINGS. TO REACH STATION PROCEED FROM THE INTERSECTION OF EZ1037'NC 55 SOUTH WITH U.S. 401 AT EAST SIDE OF FUQUAY-VARINA, GO EZ1037'WESTERLY ON U.S. 401 FOR 0.45 MILES TO STATION. WHICH IS ON THE EZ1037'SOUTHEAST BANK OF U.S. 401, AT NORHWEST EDGE OF A SMALL GROVE OF EZ1037'PINE AND OAK TREES, ABOUT 250 FEET EAST OF ADAMS CONCRETE EZ1037'PRODUCTS CO. AND 0.4 MILE EAST ALONG U.S. 401 FROM INTERSECTION EZ1037'OF SR 1301. EZ1037' EZ1037'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1037'ADAMS 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1037'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ1037' EZ1037'MARK IS EZ1037' EZ1037'31.1 FT SSE OF C/L OF U.S. 401 EZ1037' EZ1037'9.8 FT SW OF TP ON SE SIDE OF U.S. 401, WITH ALUMINUM REF. TAG EZ1037' EZ1037'55.8 FT NW OF PP WITH ALUMINUM REF. TAG AT SE EDGE OF EZ1037'GROVE OF OAK AND PINE TREES EZ1037' EZ1037'51.3 FT NE OF 24 INCH OAK TREE WITH ALUMINUM REF. TAG EZ1037' EZ1037'29.4 FT W OF 18 INCH OAK TREE WITH ALUMINUM REF. TAG EZ1037 EZ1037 STATION RECOVERY (1972) EZ1037 EZ1037'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ1037'GOOD EZ1037 EZ1037 STATION RECOVERY (1973) EZ1037 EZ1037'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1037'2 MI ENE FROM FUQUAY VARINA. EZ1037'ADAMS IS LOCATED APPROXIMATELY 14.8 MILES SSW OF CAPITOL SQUARE EZ1037'IN RALEIGH. TO REACH STATION FROM INTERSECTION OF U.S. 401, EZ1037'NC 55 AND NC 42 APPROXIMATELY 2.5 MILES ENE OF FUQUAY-VARINA, EZ1037'PROCEED WESTERLY ALONG U.S. 401 FOR 0.45 MILES TO STATION ON EZ1037'LEFT ON TOP OF SOUTH BANK AT NW EDGE OF SMALL GROVE OF TREES, 0.4 EZ1037'MILES EAST OF INTERSECTION WITH SR 1301, AND ABOUT 250.0 FT E OF EZ1037'ADAMS CONCRETE PRODUCTS CO., 31.1 FT SSE OF C/L OF U.S. 401, EZ1037'9.8 FT SW OF TP W/ALUMINUM REF. TAG, 55.8 FT NW OF PP W/ALUMINUM EZ1037'REF. TAG, 51.3 FT NE OF 24 IN OAK W/ALUMINUM REF. TAG, AND 29.4 EZ1037'FT WNW OF 18 IN OAK W/ALUMINUM REF. TAG. DISK IS SET IN CONCRETE EZ1037'CYLINDER 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ1037 EZ1037 STATION RECOVERY (1973) EZ1037 EZ1037'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1037'LOCATED APPROXIMATELY 14.8 MILES SSW OF CAPITOL SQUARE IN RALEIGH. TO EZ1037'REACH STATION FROM INTERSECTION OF US 401, NC 55 AND NC 42 EZ1037'APPROXIMATELY 2.5 MILES ENE OF FUQUAY-VARINA, PROCEED WESTERLY ALONG EZ1037'US 401 FOR 0.45 MILES TO STATION ON LEFT ON TOP OF SOUTH BANK AT NW EZ1037'EDGE OF SMALL GROVE OF TREES. 0.4 MILES EAST OF INTERSECTION WITH SR EZ1037'1301, AND ABOUT 250.0 FT. E OF ADAMS CONCRETE PRODUCTS CO., 31.1 FT. EZ1037'SSE OF C/L OF US 401, 9.8 FT. SW OF TP W/ALUMINUM REF. TAG, 55.8 FT. EZ1037'NW OF PP W/ALUMINUM REF. TAG, 51.3 FT. NE OF 24 IN. OAK W/ALUMINUM EZ1037'REF. TAG, AND 29.4 FT. WNW OF 18 IN. OAK W/ALUMINUM REF. TAG. DISK IS EZ1037'SET IN CONCRETE CYLINDER 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ1037 EZ1037 STATION RECOVERY (1976) EZ1037 EZ1037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ACD) EZ1037'RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ1037' EZ1037'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EZ1037'2.2 MILES ENE OF FUQUAY-VARINA. EZ1037 EZ1037 STATION RECOVERY (1983) EZ1037 EZ1037'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 EZ1037'THE STATION WAS RECOVERED AT THIS DATE. MARK IS IN GOOD CONDITION AS EZ1037'DESCRIBED. EZ1037'MARK IS RECESSED 5 INCHES BELOW GROUND AND IS 1 FT LOWER THAN THE EZ1037'HIGHWAY. EZ1037 EZ1037 STATION RECOVERY (1999) EZ1037 EZ1037'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL) EZ1037'STATION NOT FOUND, BELIEVED LOST TO HIGHWAY IMPROVEMENT. REFERENCE EZ1037'AREA FALLS UNDER CONCRETE DRIVEWAY CUT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5360 *********************************************************************** EZ5360 DESIGNATION - AERO EZ5360 PID - EZ5360 EZ5360 STATE/COUNTY- NC/WAKE EZ5360 USGS QUAD - SOUTHEAST DURHAM (1993) EZ5360 EZ5360 *CURRENT SURVEY CONTROL EZ5360 ___________________________________________________________________ EZ5360* NAD 83(1986)- 35 52 58.38806(N) 078 46 57.71636(W) ADJUSTED EZ5360* NAVD 88 - 129.3 (meters) 424. (feet) VERTCON EZ5360 ___________________________________________________________________ EZ5360 LAPLACE CORR- -6.00 (seconds) DEFLEC99 EZ5360 GEOID HEIGHT- -32.05 (meters) GEOID03 EZ5360 EZ5360 HORZ ORDER - SECOND EZ5360 EZ5360.The North Carolina HARNS have been completed but, EZ5360.due to contractual restrictions, coordinates for these stations EZ5360.will NOT be published in the near future. In the interim, the EZ5360.published coordinates in North Carolina will not be EZ5360.consistent with the Continuously Operating Reference Stations EZ5360.(CORS). The HARN coordinates for these stations are available EZ5360.upon request. Contact Gary Thompson(919-733-3836). EZ5360. EZ5360.In addition, the published North Carolina positions EZ5360.(NAD 83 (1986)) are NOT consistent with those determined in EZ5360.adjacent state readjustments. The discontinuity between stations EZ5360.located in North Carolina and those in adjacent states EZ5360.which have been adjusted to the HARN may be as much as 5 EZ5360.decimeters. This will result in a significant loss of accuracy EZ5360.over lines crossing such state borders. EZ5360 EZ5360 EZ5360.The horizontal coordinates were established by classical geodetic methods EZ5360.and adjusted by the National Geodetic Survey in July 1986. EZ5360 EZ5360.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5360 EZ5360.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5360 EZ5360.The geoid height was determined by GEOID03. EZ5360 EZ5360; North East Units Scale Factor Converg. EZ5360;SPC NC - 236,628.128 629,221.481 MT 0.99993314 +0 07 31.5 EZ5360;SPC NC - 776,337.45 2,064,370.81 sFT 0.99993314 +0 07 31.5 EZ5360;UTM 17 - 3,973,229.529 700,150.893 MT 1.00009365 +1 18 00.2 EZ5360 EZ5360! - Elev Factor x Scale Factor = Combined Factor EZ5360!SPC NC - 0.99998473 x 0.99993314 = 0.99991787 EZ5360!UTM 17 - 0.99998473 x 1.00009365 = 1.00007838 EZ5360 EZ5360 SUPERSEDED SURVEY CONTROL EZ5360 EZ5360 NAD 27 - 35 52 57.86342(N) 078 46 58.69484(W) AD( ) 2 EZ5360 NGVD 29 (07/19/86) 129.6 (m) 425. (f) VERT ANG EZ5360 EZ5360.Superseded values are not recommended for survey control. EZ5360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5360.See file dsdata.txt to determine how the superseded data were derived. EZ5360 EZ5360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0015173230(NAD 83) EZ5360_MARKER: DE = TRAVERSE STATION DISK EZ5360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5360_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5360_STAMPING: AERO 1961 EZ5360_MARK LOGO: NCGS EZ5360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5360+STABILITY: SURFACE MOTION EZ5360 EZ5360 HISTORY - Date Condition Report By EZ5360 HISTORY - 1961 MONUMENTED NCGS EZ5360 HISTORY - 1968 MARK NOT FOUND NCGS EZ5360 HISTORY - 1973 MARK NOT FOUND NCGS EZ5360 EZ5360 STATION DESCRIPTION EZ5360 EZ5360'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ5360'AERO IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ5360'THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5360' EZ5360'AERO IS 10.8 MILES WNW OF RALEIGH. 5.3 MILES W ON U.S. 70 TO EZ5360'CRABTREE CREEK, CONTINUE ON U.S. 70 FOR 7.2 MILES TO EZ5360'INTERSECTION OF RALEIGH-DURHAM AIRPORT RD. (SR 1002), TURN LEFT EZ5360'AND GO 1.7 MILES TO STATION, OR 0.5 MILES N OF EXIT TO EZ5360'RALEIGH-DURHAM AIRPORT. STATION IS LOCATED IN THE NW CORNER OF EZ5360'AIRPORT FIELD. EZ5360' EZ5360'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5360'AERO 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ5360'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5360' EZ5360'MARK IS EZ5360' EZ5360'54.5 FT E OF INTERSECTION OF SRS 1002 AND 1709 EZ5360' EZ5360'48.0 FT E OF C/L OF SR 1002 EZ5360' EZ5360'41.5 FT N OF SR 1709 EZ5360 EZ5360 STATION RECOVERY (1968) EZ5360 EZ5360'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EZ5360'AERO 1961 (NCGS) DESTROYED BY ROAD CONSTRUCTION EZ5360 EZ5360 STATION RECOVERY (1973) EZ5360 EZ5360'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EZ5360'DESTROYED. EZ5360' EZ5360'REPLACED BY AERO 2 1972 IN SAME VICINITY 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0939 *********************************************************************** EZ0939 DESIGNATION - AERO 2 EZ0939 PID - EZ0939 EZ0939 STATE/COUNTY- NC/WAKE EZ0939 USGS QUAD - SOUTHEAST DURHAM (1993) EZ0939 EZ0939 *CURRENT SURVEY CONTROL EZ0939 ___________________________________________________________________ EZ0939* NAD 83(1986)- 35 52 58.64240(N) 078 46 57.59959(W) ADJUSTED EZ0939* NAVD 88 - 129.341 (meters) 424.35 (feet) ADJUSTED EZ0939 ___________________________________________________________________ EZ0939 LAPLACE CORR- -6.00 (seconds) DEFLEC99 EZ0939 GEOID HEIGHT- -32.05 (meters) GEOID03 EZ0939 DYNAMIC HT - 129.232 (meters) 423.99 (feet) COMP EZ0939 MODELED GRAV- 979,788.4 (mgal) NAVD 88 EZ0939 EZ0939 HORZ ORDER - SECOND EZ0939 VERT ORDER - SECOND CLASS 0 EZ0939 EZ0939.This mark is at Durham Intl-Raleigh Airport (RDU) EZ0939 EZ0939.The North Carolina HARNS have been completed but, EZ0939.due to contractual restrictions, coordinates for these stations EZ0939.will NOT be published in the near future. In the interim, the EZ0939.published coordinates in North Carolina will not be EZ0939.consistent with the Continuously Operating Reference Stations EZ0939.(CORS). The HARN coordinates for these stations are available EZ0939.upon request. Contact Gary Thompson(919-733-3836). EZ0939. EZ0939.In addition, the published North Carolina positions EZ0939.(NAD 83 (1986)) are NOT consistent with those determined in EZ0939.adjacent state readjustments. The discontinuity between stations EZ0939.located in North Carolina and those in adjacent states EZ0939.which have been adjusted to the HARN may be as much as 5 EZ0939.decimeters. This will result in a significant loss of accuracy EZ0939.over lines crossing such state borders. EZ0939 EZ0939 EZ0939.The horizontal coordinates were established by classical geodetic methods EZ0939.and adjusted by the National Geodetic Survey in July 1986. EZ0939 EZ0939.The orthometric height was determined by differential leveling EZ0939.and adjusted by the National Geodetic Survey in June 1991. EZ0939 EZ0939.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0939 EZ0939.The geoid height was determined by GEOID03. EZ0939 EZ0939.The dynamic height is computed by dividing the NAVD 88 EZ0939.geopotential number by the normal gravity value computed on the EZ0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0939.degrees latitude (g = 980.6199 gals.). EZ0939 EZ0939.The modeled gravity was interpolated from observed gravity values. EZ0939 EZ0939; North East Units Scale Factor Converg. EZ0939;SPC NC - 236,635.973 629,224.392 MT 0.99993316 +0 07 31.6 EZ0939;SPC NC - 776,363.19 2,064,380.36 sFT 0.99993316 +0 07 31.6 EZ0939;UTM 17 - 3,973,237.433 700,153.644 MT 1.00009367 +1 18 00.3 EZ0939 EZ0939! - Elev Factor x Scale Factor = Combined Factor EZ0939!SPC NC - 0.99998473 x 0.99993316 = 0.99991789 EZ0939!UTM 17 - 0.99998473 x 1.00009367 = 1.00007840 EZ0939 EZ0939 SUPERSEDED SURVEY CONTROL EZ0939 EZ0939 NAD 27 - 35 52 58.11768(N) 078 46 58.57806(W) AD( ) 2 EZ0939 NGVD 29 (??/??/92) 129.60 (m) 425.2 (f) COMPUTED 2 0 EZ0939 EZ0939.Superseded values are not recommended for survey control. EZ0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0939.See file dsdata.txt to determine how the superseded data were derived. EZ0939 EZ0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0015473237(NAD 83) EZ0939_MARKER: DE = TRAVERSE STATION DISK EZ0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0939_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0939_STAMPING: AERO 2 1972 EZ0939_MARK LOGO: NCGS EZ0939_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0939+STABILITY: SURFACE MOTION EZ0939_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ0939+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2004 EZ0939 EZ0939 HISTORY - Date Condition Report By EZ0939 HISTORY - 1972 MONUMENTED NCGS EZ0939 HISTORY - 1973 GOOD NCGS EZ0939 HISTORY - 1979 MARK NOT FOUND LOCSUR EZ0939 HISTORY - 1987 GOOD USPSQD EZ0939 HISTORY - 1988 GOOD USPSQD EZ0939 HISTORY - 19880101 GOOD NCGS EZ0939 HISTORY - 20040527 SEE DESCRIPTION NCGS EZ0939 EZ0939 STATION DESCRIPTION EZ0939 EZ0939'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ0939'AERO 2 IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0939'VICINITY OF NW WAKE COUNTY. EZ0939' EZ0939'AERO 2 IS LOCATED APPROXIMATELY 4.8 MILES NNE OF MORRISVILLE, AND EZ0939'11.0 MILES NW OF CAPITOL SQUARE IN RALEIGH. TO REACH THE STATION EZ0939'FROM INTERSECTION OF US 70 AND SR 1002 (RDU AIRPORT ROAD), PROCEED EZ0939'SW ALONG SR 1002 FOR 1.6 MILES TO SR 1709 SE AND STATION ON LEFT IN EZ0939'EAST QUADRANT OF INTERSECTION, APPROXIMATELY 0.7 MILES NE OF THE EZ0939'AIRPORT TERMINAL. EZ0939' EZ0939'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED AERO 2 EZ0939'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1 EZ0939'INCH BELOW THE SURFACE OF THE GROUND. EZ0939' EZ0939'MARK IS EZ0939'35.8 FEET SE OF C/L OF SR 1002. EZ0939'60.2 FEET NE OF PP W/ALUMINUM REF. TAG. EZ0939'9.4 FEET NE OF BASE OF TELEPHONE SERVICE BOX. EZ0939'65.5 FEET NW OF PP W/ALUMINUM REF. TAG. EZ0939 EZ0939 STATION RECOVERY (1973) EZ0939 EZ0939'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0939'4.8 MI NNE FROM MORRISVILLE. EZ0939'AERO 2 IS LOCATED AT THE RALEIGH-DURHAM AIRPORT, APPROXIMATELY EZ0939'11.0 MILES NW OF CAPITOL SQUARE IN RALEIGH. TO REACH THE STATION EZ0939'FROM INTERSECTION OF U.S. 70 AND SR 1002 (RDU AIRPORT ROAD), EZ0939'PROCEED SW ALONG SR 1002 FOR 1.6 MILES TO SR 1709 SE AND STATION EZ0939'ON LEFT IN EAST QUADRANT OF INTERSECTION, APPROXIMATELY 0.7 MILES EZ0939'NE OF THE AIRPORT TERMINAL, 35.8 FT SE OF C/L OF SR 1002, 60.2 EZ0939'FT NE OF C/L OF SR 1709, 9.4 FT NE OF BASE OF TELEPHONE SERVICE EZ0939'BOX, AND 65.5 FT NW OF PP W/ALUMINUM REF. TAG. DISK IS SET IN EZ0939'TOP OF A CONCRETE POST 1 INCH BELOW THE SURFACE OF THE GROUND. EZ0939 EZ0939 STATION RECOVERY (1979) EZ0939 EZ0939'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (JH) EZ0939'THE STATION WAS REPORTED PROBABLY DESTROYED. IT WAS SEARCHED FOR BUT EZ0939'NOT FOUND. EZ0939 EZ0939 STATION RECOVERY (1987) EZ0939 EZ0939'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ0939'RECOVERED IN GOOD CONDITION. EZ0939 EZ0939 STATION RECOVERY (1988) EZ0939 EZ0939'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EZ0939'RECOVERED IN GOOD CONDITION. EZ0939 EZ0939 STATION RECOVERY (1988) EZ0939 EZ0939'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (EWB) EZ0939'STATION IS LOCATED ABOUT 17.2 KM (10.70 MI) NORTHWEST OF CAPITOL EZ0939'SQUARE (IN RALEIGH). ALONG SR 1646 (MOUNT HERMAN CHURCH ROAD) FOR 0.3 EZ0939'KM (0.20 MI) NORTHEAST FROM THE TRAFFIC CONTROL TOWER, OR 2.0 KM (1.25 EZ0939'MI) SOUTHWEST FROM SR 1002 (AVIATION PARKWAY), IN THE SMALL YARD EZ0939'OF--AIR LIFT ASSOCIATES--. MARK IS LOCATED 10.9 M (35.8 FT) SOUTHEAST EZ0939'OF THE CENTERLINE OF THE ROAD, 19.8 M (65.0 FT) NORTHEAST OF THE EZ0939'CENTERLINE OF A PAVED DRIVE, 20.2 M (66.3 FT) SOUTH-SOUTHWEST OF THE EZ0939'CENTERLINE INTERSECTION OF MOUNT HERMAN CHURCH ROAD AND A CROSSOVER EZ0939'ROAD, 3.0 M (9.8 FT) EAST-NORTHEAST OF THE NORTHEAST MOST OF TWO EZ0939'TELEPHONE UTILITY BOXES, 7.6 M (24.9 FT) NORTHEAST OF THE NORTHEAST EZ0939'CORNER OF A CONCRETE SIGN BASE, 12.5 M (41.0 FT) WEST-SOUTHWEST OF A EZ0939'CONCRETE SLAB MARKED--RTR-C-SPLICE--AND 20.0 M (65.6 FT) NORTHWEST OF EZ0939'A POWER POLE WITH TWO TRANSFORMERS AND A REFEFENCE TAG. MARK IS EZ0939'RECESSED 4 INCHES BELOW GROUND AND IS LEVEL WITH ROAD. EZ0939 EZ0939 STATION RECOVERY (2004) EZ0939 EZ0939'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLM) EZ0939'STATION WAS NOT FOUND AND BELIEVED DESTROYED. RTK GPS SEARCH PLACES EZ0939'MARKER IN RECENT PIPELINE CONSTRUCTION SITE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6527 *********************************************************************** EZ6527 DESIGNATION - AEROTRON EZ6527 PID - EZ6527 EZ6527 STATE/COUNTY- NC/WAKE EZ6527 USGS QUAD - RALEIGH EAST (1993) EZ6527 EZ6527 *CURRENT SURVEY CONTROL EZ6527 ___________________________________________________________________ EZ6527* NAD 83(1986)- 35 51 12.96176(N) 078 34 52.48262(W) ADJUSTED EZ6527* NAVD 88 - 103.368 (meters) 339.13 (feet) ADJUSTED EZ6527 ___________________________________________________________________ EZ6527 LAPLACE CORR- -7.89 (seconds) DEFLEC99 EZ6527 GEOID HEIGHT- -32.98 (meters) GEOID03 EZ6527 DYNAMIC HT - 103.280 (meters) 338.84 (feet) COMP EZ6527 MODELED GRAV- 979,773.0 (mgal) NAVD 88 EZ6527 EZ6527 HORZ ORDER - SECOND EZ6527 VERT ORDER - SECOND CLASS II EZ6527 EZ6527.The North Carolina HARNS have been completed but, EZ6527.due to contractual restrictions, coordinates for these stations EZ6527.will NOT be published in the near future. In the interim, the EZ6527.published coordinates in North Carolina will not be EZ6527.consistent with the Continuously Operating Reference Stations EZ6527.(CORS). The HARN coordinates for these stations are available EZ6527.upon request. Contact Gary Thompson(919-733-3836). EZ6527. EZ6527.In addition, the published North Carolina positions EZ6527.(NAD 83 (1986)) are NOT consistent with those determined in EZ6527.adjacent state readjustments. The discontinuity between stations EZ6527.located in North Carolina and those in adjacent states EZ6527.which have been adjusted to the HARN may be as much as 5 EZ6527.decimeters. This will result in a significant loss of accuracy EZ6527.over lines crossing such state borders. EZ6527 EZ6527 EZ6527.The horizontal coordinates were established by classical geodetic methods EZ6527.and adjusted by the National Geodetic Survey in December 1992. EZ6527 EZ6527.The orthometric height was determined by differential leveling EZ6527.and adjusted by the National Geodetic Survey in September 1998. EZ6527 EZ6527.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6527 EZ6527.The geoid height was determined by GEOID03. EZ6527 EZ6527.The dynamic height is computed by dividing the NAVD 88 EZ6527.geopotential number by the normal gravity value computed on the EZ6527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6527.degrees latitude (g = 980.6199 gals.). EZ6527 EZ6527.The modeled gravity was interpolated from observed gravity values. EZ6527 EZ6527; North East Units Scale Factor Converg. EZ6527;SPC NC - 233,437.284 647,424.511 MT 0.99992765 +0 14 30.1 EZ6527;SPC NC - 765,868.82 2,124,091.92 sFT 0.99992765 +0 14 30.1 EZ6527;UTM 17 - 3,970,412.077 718,419.364 MT 1.00018789 +1 25 02.2 EZ6527 EZ6527! - Elev Factor x Scale Factor = Combined Factor EZ6527!SPC NC - 0.99998895 x 0.99992765 = 0.99991660 EZ6527!UTM 17 - 0.99998895 x 1.00018789 = 1.00017684 EZ6527 EZ6527 SUPERSEDED SURVEY CONTROL EZ6527 EZ6527 NGVD 29 (12/28/92) 103.64 (m) 340.0 (f) LEVELING 3 EZ6527 EZ6527.Superseded values are not recommended for survey control. EZ6527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6527.See file dsdata.txt to determine how the superseded data were derived. EZ6527 EZ6527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1841970412(NAD 83) EZ6527_MARKER: DH = HORIZONTAL CONTROL DISK EZ6527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6527_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6527_STAMPING: AEROTRON 1984 EZ6527_MARK LOGO: NCGS EZ6527_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6527+STABILITY: SURFACE MOTION EZ6527 EZ6527 HISTORY - Date Condition Report By EZ6527 HISTORY - 1984 MONUMENTED NCGS EZ6527 HISTORY - 19870101 GOOD NCGS EZ6527 HISTORY - 19871001 GOOD NCGS EZ6527 HISTORY - 19990608 SEE DESCRIPTION NCGS EZ6527 EZ6527 STATION DESCRIPTION EZ6527 EZ6527'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6527'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MIZ) NORTHEAST OF RALEIGH EZ6527'AND 15.0 KM (9.3 MI) SOUTH-SOUTHWEST OF WAKE FOREST. EZ6527' EZ6527'ALONG US 1 FOR 0.4 KM (0.25 MI) NORTH FROM MILLBROOK ROAD, OR 0.15 EZ6527'KM (0.1 MI) SOUTH FROM SPRING FOREST ROAD, AND ON THE PROLONGATION EZ6527'OF THE NORTH SIDE OF AEROTRON PLANT. EZ6527' EZ6527'THE STATION IS A STANDARD NCGS DISK STAMPED---AEROTRON 1984---, EZ6527'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6527'25 CM IN DIAMETER RECESSED 2 CM BELOW GROUND. LOCATED EZ6527'10.7 METERS (35.2 FT) WEST OF THE WEST EDGE OF THE CURB OF THE EZ6527'SOUTHBOUND LANES, EZ6527'14.3 METERS (46.8 FT) NORTHWEST OF A METAL STORM DRAIN COVER, EZ6527'6.6 METERS (21.5 FT) NORTH-NORTHWEST OF A MANHOLE COVER ON A BANK, EZ6527'6.5 METERS (21.4 FT) SOUTH-SOUTHEAST OF A TELEPHONE PEDESTAL, EZ6527'5.5 METERS (18.0 FT) SOUTHEAST OF A GAS LINE WARNING POST, AND EZ6527'25.2 METERS (82.6 FT) EAST OF THE NORTHEAST CORNER OF AEROTRON EZ6527'BUILDING. EZ6527' EZ6527'MARK IS 10 FT ABOVE HIGHWAY. EZ6527 EZ6527 STATION RECOVERY (1987) EZ6527 EZ6527'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ6527'RECOVERED AS DESCRIBED. EZ6527 EZ6527 STATION RECOVERY (1987) EZ6527 EZ6527'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ6527'RECOVERED AS DESCRIBED. EZ6527 EZ6527 STATION RECOVERY (1999) EZ6527 EZ6527'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL) EZ6527'STATION NOT FOUND. THE AEROTRON BUILDING IS GONE AND THE BANK HAS BEEN EZ6527'GRADED. BELIEVED LOST TO CONSTRUCTION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2892 *********************************************************************** FY2892 DESIGNATION - AIKEN FY2892 PID - FY2892 FY2892 STATE/COUNTY- NC/WAKE FY2892 USGS QUAD - CREEDMOOR (1990) FY2892 FY2892 *CURRENT SURVEY CONTROL FY2892 ___________________________________________________________________ FY2892* NAD 83(1986)- 36 01 34.34466(N) 078 41 48.83612(W) ADJUSTED FY2892* NAVD 88 - 95.2 (meters) 312. (feet) VERTCON FY2892 ___________________________________________________________________ FY2892 LAPLACE CORR- -6.21 (seconds) DEFLEC99 FY2892 GEOID HEIGHT- -32.05 (meters) GEOID03 FY2892 FY2892 HORZ ORDER - SECOND FY2892 FY2892.The North Carolina HARNS have been completed but, FY2892.due to contractual restrictions, coordinates for these stations FY2892.will NOT be published in the near future. In the interim, the FY2892.published coordinates in North Carolina will not be FY2892.consistent with the Continuously Operating Reference Stations FY2892.(CORS). The HARN coordinates for these stations are available FY2892.upon request. Contact Gary Thompson(919-733-3836). FY2892. FY2892.In addition, the published North Carolina positions FY2892.(NAD 83 (1986)) are NOT consistent with those determined in FY2892.adjacent state readjustments. The discontinuity between stations FY2892.located in North Carolina and those in adjacent states FY2892.which have been adjusted to the HARN may be as much as 5 FY2892.decimeters. This will result in a significant loss of accuracy FY2892.over lines crossing such state borders. FY2892 FY2892 FY2892.The horizontal coordinates were established by classical geodetic methods FY2892.and adjusted by the National Geodetic Survey in July 1986. FY2892 FY2892.The NAVD 88 height was computed by applying the VERTCON shift value to FY2892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2892 FY2892.The Laplace correction was computed from DEFLEC99 derived deflections. FY2892 FY2892.The geoid height was determined by GEOID03. FY2892 FY2892; North East Units Scale Factor Converg. FY2892;SPC NC - 252,550.198 636,919.855 MT 0.99996383 +0 10 29.8 FY2892;SPC NC - 828,575.11 2,089,627.89 sFT 0.99996383 +0 10 29.8 FY2892;UTM 17 - 3,989,309.055 707,521.697 MT 1.00013067 +1 21 18.2 FY2892 FY2892! - Elev Factor x Scale Factor = Combined Factor FY2892!SPC NC - 0.99999008 x 0.99996383 = 0.99995391 FY2892!UTM 17 - 0.99999008 x 1.00013067 = 1.00012075 FY2892 FY2892: Primary Azimuth Mark Grid Az FY2892:SPC NC - BROWN 156 00 59.4 FY2892:UTM 17 - BROWN 154 50 11.0 FY2892 FY2892|---------------------------------------------------------------------| FY2892| PID Reference Object Distance Geod. Az | FY2892| dddmmss.s | FY2892| FY2899 BROWN APPROX. 2.0 KM 1561129.2 | FY2892| FY2893 STEER 405.741 METERS 3373732.4 | FY2892|---------------------------------------------------------------------| FY2892 FY2892 SUPERSEDED SURVEY CONTROL FY2892 FY2892 NAD 27 - 36 01 33.81284(N) 078 41 49.81756(W) AD( ) 2 FY2892 NGVD 29 (07/19/86) 95.5 (m) 313. (f) VERT ANG FY2892 FY2892.Superseded values are not recommended for survey control. FY2892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2892.See file dsdata.txt to determine how the superseded data were derived. FY2892 FY2892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0752289309(NAD 83) FY2892_MARKER: DE = TRAVERSE STATION DISK FY2892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2892_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2892_STAMPING: AIKEN 1970 FY2892_MARK LOGO: NCGS FY2892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2892+STABILITY: SURFACE MOTION FY2892 FY2892 HISTORY - Date Condition Report By FY2892 HISTORY - 1970 MONUMENTED NCGS FY2892 HISTORY - 1974 MARK NOT FOUND NCGS FY2892 FY2892 STATION DESCRIPTION FY2892 FY2892'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) FY2892'AIKEN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FY2892'THE VICINITY OF NORTHWEST WAKE COUNTY. FY2892' FY2892'AIKEN IS LOCATED APPROXIMATELY 17.2 MILES NORTH OF RALEIGH AND FY2892'10.9 MILES WNW OF WAKE FOREST. TO REACH STATION PROCEED FROM THE FY2892'INTERSECTION OF NC 98 AND NC 50 APPROXIMATELY 14 MILES NORTH OF FY2892'RALEIGH, GO NORTH ON US 50 FOR 1.9 MILES TO BRIDGE OVER NEUSE FY2892'RIVER, CONTINUE NORTH ON NC 50 FOR 0.85 MILE TO STATION ON RIGHT AT FY2892'BEGINNING OF LONG CURVE, WHICH IS 0.1 MILE SOUTH OF LANE FY2892'LEADING TO HOME OF MR. AIKENS, ON WEST SIDE OF HIGHWAY. FY2892' FY2892'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED AIKEN FY2892'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FY2892'FLUSH WITH THE SURFACE OF THE GROUND. FY2892' FY2892'MARK IS FY2892'23.6 FEET E OF C/L OF NC 50. FY2892'16.9 FEET W OF C/L OF FOREST ROAD. FY2892'119.7 FEET NE OF ALUMINUM REF. TAG ON PP. FY2892'79.5 FEET ESE OF ALUMINUM REF. TAG ON 8 INCH PINE TREE. FY2892'66.8 FEET NNW OF ALUMINUM REF. TAG ON 14 INCH PINE TREE. FY2892'53.3 FEET W OF ALUMINUM REF. TAG ON 16 INCH PINE TREE. FY2892 FY2892 STATION RECOVERY (1974) FY2892 FY2892'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB) FY2892'AIKEN 1970 DESTROYED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5292 *********************************************************************** EZ5292 DESIGNATION - AIR EZ5292 PID - EZ5292 EZ5292 STATE/COUNTY- NC/WAKE EZ5292 USGS QUAD - LAKE WHEELER (1993) EZ5292 EZ5292 *CURRENT SURVEY CONTROL EZ5292 ___________________________________________________________________ EZ5292* NAD 83(1986)- 35 43 54.64066(N) 078 39 03.08641(W) ADJUSTED EZ5292* NAVD 88 - 109.5 (meters) 359. (feet) VERT ANG EZ5292 ___________________________________________________________________ EZ5292 LAPLACE CORR- -7.18 (seconds) DEFLEC99 EZ5292 GEOID HEIGHT- -32.97 (meters) GEOID03 EZ5292 EZ5292 HORZ ORDER - SECOND EZ5292 EZ5292.The North Carolina HARNS have been completed but, EZ5292.due to contractual restrictions, coordinates for these stations EZ5292.will NOT be published in the near future. In the interim, the EZ5292.published coordinates in North Carolina will not be EZ5292.consistent with the Continuously Operating Reference Stations EZ5292.(CORS). The HARN coordinates for these stations are available EZ5292.upon request. Contact Gary Thompson(919-733-3836). EZ5292. EZ5292.In addition, the published North Carolina positions EZ5292.(NAD 83 (1986)) are NOT consistent with those determined in EZ5292.adjacent state readjustments. The discontinuity between stations EZ5292.located in North Carolina and those in adjacent states EZ5292.which have been adjusted to the HARN may be as much as 5 EZ5292.decimeters. This will result in a significant loss of accuracy EZ5292.over lines crossing such state borders. EZ5292 EZ5292 EZ5292.The horizontal coordinates were established by classical geodetic methods EZ5292.and adjusted by the National Geodetic Survey in July 1986. EZ5292 EZ5292.The orthometric height was determined by vertical angle observations. EZ5292 EZ5292.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5292 EZ5292.The geoid height was determined by GEOID03. EZ5292 EZ5292; North East Units Scale Factor Converg. EZ5292;SPC NC - 219,904.726 641,184.454 MT 0.99990761 +0 12 05.5 EZ5292;SPC NC - 721,470.76 2,103,619.33 sFT 0.99990761 +0 12 05.5 EZ5292;UTM 17 - 3,956,751.111 712,456.174 MT 1.00015624 +1 22 20.6 EZ5292 EZ5292! - Elev Factor x Scale Factor = Combined Factor EZ5292!SPC NC - 0.99998798 x 0.99990761 = 0.99989560 EZ5292!UTM 17 - 0.99998798 x 1.00015624 = 1.00014422 EZ5292 EZ5292|---------------------------------------------------------------------| EZ5292| PID Reference Object Distance Geod. Az | EZ5292| dddmmss.s | EZ5292| EZ5304 PORT 378.878 METERS 34430 | EZ5292|---------------------------------------------------------------------| EZ5292 EZ5292 SUPERSEDED SURVEY CONTROL EZ5292 EZ5292 NAD 27 - 35 43 54.08950(N) 078 39 04.07182(W) AD( ) 2 EZ5292 NGVD 29 (07/19/86) 109.8 (m) 360. (f) VERT ANG EZ5292 EZ5292.Superseded values are not recommended for survey control. EZ5292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5292.See file dsdata.txt to determine how the superseded data were derived. EZ5292 EZ5292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1245656751(NAD 83) EZ5292_MARKER: DE = TRAVERSE STATION DISK EZ5292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5292_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5292_STAMPING: AIR 1965 EZ5292_MARK LOGO: NCGS EZ5292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5292+STABILITY: SURFACE MOTION EZ5292 EZ5292 HISTORY - Date Condition Report By EZ5292 HISTORY - 1965 MONUMENTED NCGS EZ5292 EZ5292 STATION DESCRIPTION EZ5292 EZ5292'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ5292'AIR IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5292'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5292' EZ5292'AIR IS 3.35 MILES S OF RALEIGH, LOCATED 0.6 MILES S OF SR EZ5292'1428 AND U.S. 70 INTERSECTION ALONG U.S. 70. 0.05 MILES N OF EZ5292'SR 1370 (STOP LIGHT ON U.S. 70). ON A 4 FT BANK IN THE NW EZ5292'CORNER OF MRS. BARRYS YARD. EZ5292' EZ5292'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5292'AIR 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5292'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ5292' EZ5292'MARK IS EZ5292' EZ5292'55.6 FT N OF C/L OF W. BOUND LANE EZ5292' EZ5292'45.0 FT N OF YELLOW ARROW PAINTED ON W. BOUND LANE EZ5292' EZ5292'107.4 FT E OF PP WITH ALUMINUM REF. TAG EZ5292' EZ5292'37.0 FT E OF CHINABERRY TREE EZ5292' EZ5292'130.2 FT W OF PP WITH ALUMINUM REF. TAG EZ5292' EZ5292'4.0 FT N OF EDGE OF BANK EZ5292' EZ5292'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5293 *********************************************************************** EZ5293 DESIGNATION - AIRPORT EZ5293 PID - EZ5293 EZ5293 STATE/COUNTY- NC/WAKE EZ5293 USGS QUAD - LAKE WHEELER (1993) EZ5293 EZ5293 *CURRENT SURVEY CONTROL EZ5293 ___________________________________________________________________ EZ5293* NAD 83(1986)- 35 44 02.18699(N) 078 39 03.29820(W) ADJUSTED EZ5293* NAVD 88 - 107. (meters) 351. (feet) SCALED EZ5293 ___________________________________________________________________ EZ5293 LAPLACE CORR- -7.19 (seconds) DEFLEC99 EZ5293 GEOID HEIGHT- -32.96 (meters) GEOID03 EZ5293 EZ5293 HORZ ORDER - SECOND EZ5293 EZ5293.The North Carolina HARNS have been completed but, EZ5293.due to contractual restrictions, coordinates for these stations EZ5293.will NOT be published in the near future. In the interim, the EZ5293.published coordinates in North Carolina will not be EZ5293.consistent with the Continuously Operating Reference Stations EZ5293.(CORS). The HARN coordinates for these stations are available EZ5293.upon request. Contact Gary Thompson(919-733-3836). EZ5293. EZ5293.In addition, the published North Carolina positions EZ5293.(NAD 83 (1986)) are NOT consistent with those determined in EZ5293.adjacent state readjustments. The discontinuity between stations EZ5293.located in North Carolina and those in adjacent states EZ5293.which have been adjusted to the HARN may be as much as 5 EZ5293.decimeters. This will result in a significant loss of accuracy EZ5293.over lines crossing such state borders. EZ5293 EZ5293 EZ5293.The horizontal coordinates were established by classical geodetic methods EZ5293.and adjusted by the National Geodetic Survey in July 1986. EZ5293 EZ5293.The orthometric height was scaled from a topographic map. EZ5293 EZ5293.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5293 EZ5293.The geoid height was determined by GEOID03. EZ5293 EZ5293; North East Units Scale Factor Converg. EZ5293;SPC NC - 220,137.266 641,178.314 MT 0.99990791 +0 12 05.3 EZ5293;SPC NC - 722,233.68 2,103,599.19 sFT 0.99990791 +0 12 05.3 EZ5293;UTM 17 - 3,956,983.536 712,445.281 MT 1.00015619 +1 22 20.7 EZ5293 EZ5293! - Elev Factor x Scale Factor = Combined Factor EZ5293!SPC NC - 0.99998842 x 0.99990791 = 0.99989633 EZ5293!UTM 17 - 0.99998842 x 1.00015619 = 1.00014461 EZ5293 EZ5293: Primary Azimuth Mark Grid Az EZ5293:SPC NC - FAIR 321 44 09.4 EZ5293:UTM 17 - FAIR 320 33 54.0 EZ5293 EZ5293|---------------------------------------------------------------------| EZ5293| PID Reference Object Distance Geod. Az | EZ5293| dddmmss.s | EZ5293| EZ5142 RALEIGH EDENTON METH CH SPIRE APPROX. 5.3 KM 0075207.6 | EZ5293| EZ5139 RALEIGH CAROLINA HOTEL REV BCN APPROX. 5.0 KM 0075952.9 | EZ5293| EZ6059 AIRPORT RM 1 AZIMUTH 0133319.7 | EZ5293| EZ6060 AIRPORT RM 2 29.170 METERS 17205 | EZ5293| EZ6061 AIRPORT RM 3 28.740 METERS 28135 | EZ5293| EZ5306 RALEIGH GREEN AND WHITE AWY BN 80.372 METERS 29453 | EZ5293| EZ0687 FAIR APPROX. 8.4 KM 3215614.7 | EZ5293| EZ5146 RALEIGH MEREDITH COLL TALL STK APPROX. 8.1 KM 3351844.0 | EZ5293| EZ5147 RALEIGH MEREDITH COLL TANK APPROX. 8.1 KM 3353420.8 | EZ5293| EZ5149 RALEIGH NC STATE COLL STACK APPROX. 5.8 KM 3444733.2 | EZ5293| EZ5141 RALEIGH DIX HILL ST HOSP STACK APPROX. 3.9 KM 3522327.2 | EZ5293|---------------------------------------------------------------------| EZ5293 EZ5293 SUPERSEDED SURVEY CONTROL EZ5293 EZ5293 NAD 27 - 35 44 01.63400(N) 078 39 04.28400(W) AD( ) 2 EZ5293 EZ5293.Superseded values are not recommended for survey control. EZ5293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5293.See file dsdata.txt to determine how the superseded data were derived. EZ5293 EZ5293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1244556984(NAD 83) EZ5293_MARKER: DS = TRIANGULATION STATION DISK EZ5293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5293_STAMPING: AIRPORT 1933 EZ5293_MARK LOGO: CGS EZ5293 EZ5293 HISTORY - Date Condition Report By EZ5293 HISTORY - 1933 MONUMENTED CGS EZ5293 HISTORY - 1943 GOOD CGS EZ5293 HISTORY - 1961 SEE DESCRIPTION NCGS EZ5293 EZ5293 STATION DESCRIPTION EZ5293 EZ5293'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH) EZ5293'ON MUNICIPAL AIRPORT OF RALEIGH. TO REACH FROM RALEIGH, GO SOUTH 3.4 EZ5293'MILES FROM CAROLINA HOTEL ON ROUTE 21 TO AIRPORT ON WEST SIDE OF EZ5293'HIGHWAY. MARK IS IN SOUTHWEST ANGLE FORMED BY DRIVEWAY INTO EZ5293'AIRPORT AND ROUTE 21, 9.8 METERS (32 FEET) SOUTH OF CENTER LINE OF EZ5293'DRIVEWAY, 22.7 METERS (74 FEET) WEST OF CENTER LINE OF ROUTE 21, EZ5293'100 YARDS SOUTHEAST OF MAIN BUILDING OF AIRPORT, AND 80.38 EZ5293'METERS (263.7 FEET) SOUTHEAST OF CENTER OF AIRPORT-BEACON TOWER. EZ5293'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION EZ5293'MARKS IN CONCRETE. EZ5293' EZ5293'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, EZ5293'NOTE 11A. EZ5293' EZ5293'REFERENCE MARK NO. 1 IS 7.9 METERS (26 FEET) EAST OF EZ5293'CENTER LINE OF ROUTE 21, EZ5293'7.47 METERS (25 FEET) SOUTHWEST OF SOUTHWEST GATEPOST EZ5293'OF ENTRANCE TO MONTLAWN MEMORIAL PARK, AND APPROXIMATELY 0.2 MILE EZ5293'FROM STATION N 13 DEG 33 MIN E. EZ5293' EZ5293'REFERENCE MARK NO. 2 IS 13.5 METERS EZ5293'(44 FEET) WEST OF CENTER LINE OF ROUTE 21, 1.5 FEET NORTH OF EZ5293'TELEPHONE POLE (FIRST POLE TO SOUTH IN WESTERLY OF EZ5293'2 ROWS OF POLES), AND 29.17 METERS (95.7 FEET) EZ5293'FROM STATION S 07 DEG 55 MIN E. EZ5293' EZ5293'REFERENCE MARK NO. 3 IS 20 FEET SOUTH OF CENTER LINE EZ5293'OF DRIVEWAY TO AIRPORT, 37.5 FEET NORTHWEST OF TELEPHONE POLE, AND EZ5293'28.74 METERS (94.3 FEET) FROM STATION N 78 DEG 25 MIN W. EZ5293' EZ5293'SPINDLE OF BEACON ON AIRPORTS BEACON TOWER IS 80.38 METERS EZ5293'(263.7 FEET) FROM STATION N 65 DEG 10 MIN W. EZ5293' EZ5293'BEARING FROM STATION TO AIR BEACON ON TOP OF CAROLINA HOTEL, EZ5293'IN RALEIGH, IS N 08 DEG 00 MIN E, AND TO EZ5293' EZ5293'WATER TANK NEAR JUNCTION OF ROUTES 10 AND 70, N 86 DEG 43 MIN E. EZ5293 EZ5293 STATION RECOVERY (1943) EZ5293 EZ5293'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (NBA) EZ5293'RECOVERED IN GOOD CONDITION. ORIGINAL DESCRIPTION SHOULD BE EZ5293'CHANGED-- HIGHWAY 21, REFERRED TO IN DESCRIPTION, IS NOW EZ5293'U.S. HIGHWAY 15A. EZ5293 EZ5293 STATION RECOVERY (1961) EZ5293 EZ5293'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1961 EZ5293'STATION MARK AND REFERENCE MARK NO. 2 WERE DESTROYED BY ROAD EZ5293'CONSTRUCTION. REFERENCE MARKS NO. 1 AND 3 WERE RECOVERED IN GOOD EZ5293'CONDITION. A NEW STATION PORT 1957 WAS RECOVERED NEARBY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1022 *********************************************************************** EZ1022 DESIGNATION - ALAMO EZ1022 PID - EZ1022 EZ1022 STATE/COUNTY- NC/WAKE EZ1022 USGS QUAD - LAKE WHEELER (1993) EZ1022 EZ1022 *CURRENT SURVEY CONTROL EZ1022 ___________________________________________________________________ EZ1022* NAD 83(1986)- 35 39 20.90787(N) 078 42 19.71706(W) ADJUSTED EZ1022* NAVD 88 - 117.722 (meters) 386.23 (feet) ADJUSTED EZ1022 ___________________________________________________________________ EZ1022 LAPLACE CORR- -5.70 (seconds) DEFLEC99 EZ1022 GEOID HEIGHT- -32.87 (meters) GEOID03 EZ1022 DYNAMIC HT - 117.619 (meters) 385.89 (feet) COMP EZ1022 MODELED GRAV- 979,757.1 (mgal) NAVD 88 EZ1022 EZ1022 HORZ ORDER - SECOND EZ1022 VERT ORDER - SECOND CLASS 0 EZ1022 EZ1022.The North Carolina HARNS have been completed but, EZ1022.due to contractual restrictions, coordinates for these stations EZ1022.will NOT be published in the near future. In the interim, the EZ1022.published coordinates in North Carolina will not be EZ1022.consistent with the Continuously Operating Reference Stations EZ1022.(CORS). The HARN coordinates for these stations are available EZ1022.upon request. Contact Gary Thompson(919-733-3836). EZ1022. EZ1022.In addition, the published North Carolina positions EZ1022.(NAD 83 (1986)) are NOT consistent with those determined in EZ1022.adjacent state readjustments. The discontinuity between stations EZ1022.located in North Carolina and those in adjacent states EZ1022.which have been adjusted to the HARN may be as much as 5 EZ1022.decimeters. This will result in a significant loss of accuracy EZ1022.over lines crossing such state borders. EZ1022 EZ1022 EZ1022.The horizontal coordinates were established by classical geodetic methods EZ1022.and adjusted by the National Geodetic Survey in July 1986. EZ1022 EZ1022.The orthometric height was determined by differential leveling EZ1022.and adjusted by the National Geodetic Survey in June 1991. EZ1022 EZ1022.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1022 EZ1022.The geoid height was determined by GEOID03. EZ1022 EZ1022.The dynamic height is computed by dividing the NAVD 88 EZ1022.geopotential number by the normal gravity value computed on the EZ1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1022.degrees latitude (g = 980.6199 gals.). EZ1022 EZ1022.The modeled gravity was interpolated from observed gravity values. EZ1022 EZ1022; North East Units Scale Factor Converg. EZ1022;SPC NC - 211,453.022 636,268.639 MT 0.99989739 +0 10 12.0 EZ1022;SPC NC - 693,742.12 2,087,491.36 sFT 0.99989739 +0 10 12.0 EZ1022;UTM 17 - 3,948,198.776 707,712.728 MT 1.00013169 +1 20 16.8 EZ1022 EZ1022! - Elev Factor x Scale Factor = Combined Factor EZ1022!SPC NC - 0.99998668 x 0.99989739 = 0.99988407 EZ1022!UTM 17 - 0.99998668 x 1.00013169 = 1.00011837 EZ1022 EZ1022: Primary Azimuth Mark Grid Az EZ1022:SPC NC - SIESTA 018 19 20.7 EZ1022:UTM 17 - SIESTA 017 09 15.9 EZ1022 EZ1022|---------------------------------------------------------------------| EZ1022| PID Reference Object Distance Geod. Az | EZ1022| dddmmss.s | EZ1022| EZ1021 SIESTA APPROX. 0.8 KM 0182932.7 | EZ1022| EZ1023 HOLDING APPROX. 0.5 KM 1932003.6 | EZ1022|---------------------------------------------------------------------| EZ1022 EZ1022 SUPERSEDED SURVEY CONTROL EZ1022 EZ1022 NAD 27 - 35 39 20.35135(N) 078 42 20.68947(W) AD( ) 2 EZ1022 NGVD 29 (??/??/92) 117.991 (m) 387.11 (f) ADJ UNCH 2 0 EZ1022 EZ1022.Superseded values are not recommended for survey control. EZ1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1022.See file dsdata.txt to determine how the superseded data were derived. EZ1022 EZ1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0771348199(NAD 83) EZ1022_MARKER: DH = HORIZONTAL CONTROL DISK EZ1022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1022_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1022_STAMPING: ALAMO 1967 EZ1022_MARK LOGO: NCGS EZ1022_MAGNETIC: N = NO MAGNETIC MATERIAL EZ1022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1022+STABILITY: SURFACE MOTION EZ1022 EZ1022 HISTORY - Date Condition Report By EZ1022 HISTORY - 1967 MONUMENTED NCGS EZ1022 HISTORY - 1973 GOOD NCGS EZ1022 HISTORY - 1973 GOOD NCGS EZ1022 HISTORY - 1987 GOOD USPSQD EZ1022 HISTORY - 19900509 SEE DESCRIPTION NCGS EZ1022 HISTORY - 20040611 MARK NOT FOUND USPSQD EZ1022 EZ1022 STATION DESCRIPTION EZ1022 EZ1022'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1022'ALAMO IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ1022'THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ1022' EZ1022'ALAMO IS LOCATED APPROXIMATELY 9.3 MILES SSW OF RALEIGH. TO EZ1022'REACH STATION PROCEED FROM THE INTERSECTION OF SR 1010 AND U.S. EZ1022'401. GO SOUTH ON U.S. 401 FOR 0.75 MILE TO STATION, WHICH IS EZ1022'LOCATED 0.15 MILE NORTH OF INTERSECTION OF SR 1390 AND U.S. 401, EZ1022'ON WEST BANK OF U.S. 401 SOUTH BOUND LANE ON TOP OF 3 FT EZ1022'CUT. AND 3 FT WEST OF EAST EDGE OF CUT. EZ1022' EZ1022'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1022'ALAMO 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1022'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ1022' EZ1022'MARK IS EZ1022' EZ1022'47.3 FT W OF C/L OF U.S. 401 S BOUND LANE EZ1022' EZ1022'17.3 FT WSW OF END OF CONCRETE SPILLWAY EZ1022' EZ1022'30.6 FT NW OF CENTER OF STORM DRAIN COVER EZ1022' EZ1022'13.3 FT N OF PP WITH ALUMINUM REF. TAG EZ1022' EZ1022'30.5 FT NE OF 3 INCH PINE WITH ALUMINUM REF. TAG EZ1022' EZ1022'30.7 FT NE OF 8 INCH PINE WITH ALUMINUM REF. TAG EZ1022 EZ1022 STATION RECOVERY (1973) EZ1022 EZ1022'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1022'7.3 MI NE FROM FUQUAY VARINA. EZ1022'ALAMO IS LOCATED APPROXIMATELY 9.3 MILES SSW OF CAPITOL SQUARE EZ1022'IN RALEIGH. TO REACH STATION FROM THE INTERSECTION OF U.S. 401, EZ1022'NC 55, AND NC 42 APPROXIMATELY 2.5 MILES ENE OF FUQUAY-VARINA, EZ1022'PROCEED NE ALONG U.S. 401 FOR 05.2 MILES TO STATION ON THE LEFT, EZ1022'ON TOP OF A 5 FT CUT, 0.15 MILES NORTH OF SR 1390, 0.75 MILES EZ1022'SOUTH OF MC CULLERS CROSSROADS, 47.3 FT W OF C/L OF S BOUND EZ1022'LANE, 30.6 FT NW OF CENTER OF CONCRETE DRAINAGE COVER, 17.3 EZ1022'FT WSW OF END OF CONCRETE SPILLWAY, 13.3 FT N OF PP WITH ALUMINUM EZ1022'REF. TAG, AND 30.5 FT NE OF 4 IN PINE WITH ALUMINUM REF. TAG. EZ1022'DISK IS SET IN CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF THE EZ1022'GROUND. EZ1022 EZ1022 STATION RECOVERY (1973) EZ1022 EZ1022'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1022'LOCATED APPROXIMATELY 9.3 MILES SSW OF CAPITOL SQUARE IN RALEIGH. TO EZ1022'REACH STATION FROM THE INTERSECTION OF US 401, NC 55, AND NC 42 EZ1022'APPROXIMATELY 2.5 MILES ENE OF FUQUAY-VARINA, PROCEED NE ALONG US 401 EZ1022'FOR 05.2 MILES TO STATION ON THE LEFT, ON TOP OF A 5 FT. CUT, 0.15 EZ1022'MILES NORTH OF SR 1390, 0.75 MILES SOUTH OF MCCULLERS CROSSROADS. 47.3 EZ1022'FT. W OF C/L OF S BOUND LANE, 30.6 FT. NW OF CENTER OF CONCRETE EZ1022'DRAINAGE COVER, 17.3 FT. WSW OF END OF CONCRETE SPILLWAY, 13.3 FT. N EZ1022'OF PP WITH ALUMINUM REF. TAG, AND 30.5 FT. NE OF 4 IN. PINE WITH EZ1022'ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER, FLUSH WITH THE EZ1022'SURFACE OF THE GROUND. EZ1022 EZ1022 STATION RECOVERY (1987) EZ1022 EZ1022'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ1022'RECOVERED IN GOOD CONDITION. EZ1022 EZ1022 STATION RECOVERY (1990) EZ1022 EZ1022'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (EWB) EZ1022'FOUND DESTROYED. TOP OF MARK MISSING DISK RECLAIMED THIS DATE. EZ1022 EZ1022 STATION RECOVERY (2004) EZ1022 EZ1022'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN) EZ1022'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0997 *********************************************************************** EZ0997 DESIGNATION - ALCOHOL EZ0997 PID - EZ0997 EZ0997 STATE/COUNTY- NC/WAKE EZ0997 USGS QUAD - RALEIGH WEST (1988) EZ0997 EZ0997 *CURRENT SURVEY CONTROL EZ0997 ___________________________________________________________________ EZ0997* NAD 83(1986)- 35 45 32.33470(N) 078 38 23.09527(W) ADJUSTED EZ0997* NAVD 88 - 71.088 (meters) 233.23 (feet) ADJUSTED EZ0997 ___________________________________________________________________ EZ0997 LAPLACE CORR- -7.42 (seconds) DEFLEC99 EZ0997 GEOID HEIGHT- -32.96 (meters) GEOID03 EZ0997 DYNAMIC HT - 71.026 (meters) 233.02 (feet) COMP EZ0997 MODELED GRAV- 979,763.2 (mgal) NAVD 88 EZ0997 EZ0997 HORZ ORDER - SECOND EZ0997 VERT ORDER - SECOND CLASS 0 EZ0997 EZ0997.The North Carolina HARNS have been completed but, EZ0997.due to contractual restrictions, coordinates for these stations EZ0997.will NOT be published in the near future. In the interim, the EZ0997.published coordinates in North Carolina will not be EZ0997.consistent with the Continuously Operating Reference Stations EZ0997.(CORS). The HARN coordinates for these stations are available EZ0997.upon request. Contact Gary Thompson(919-733-3836). EZ0997. EZ0997.In addition, the published North Carolina positions EZ0997.(NAD 83 (1986)) are NOT consistent with those determined in EZ0997.adjacent state readjustments. The discontinuity between stations EZ0997.located in North Carolina and those in adjacent states EZ0997.which have been adjusted to the HARN may be as much as 5 EZ0997.decimeters. This will result in a significant loss of accuracy EZ0997.over lines crossing such state borders. EZ0997 EZ0997 EZ0997.The horizontal coordinates were established by classical geodetic methods EZ0997.and adjusted by the National Geodetic Survey in July 1986. EZ0997 EZ0997.The orthometric height was determined by differential leveling EZ0997.and adjusted by the National Geodetic Survey in June 1991. EZ0997 EZ0997.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0997 EZ0997.The geoid height was determined by GEOID03. EZ0997 EZ0997.The dynamic height is computed by dividing the NAVD 88 EZ0997.geopotential number by the normal gravity value computed on the EZ0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0997.degrees latitude (g = 980.6199 gals.). EZ0997 EZ0997.The modeled gravity was interpolated from observed gravity values. EZ0997 EZ0997; North East Units Scale Factor Converg. EZ0997;SPC NC - 222,919.017 642,178.405 MT 0.99991168 +0 12 28.5 EZ0997;SPC NC - 731,360.14 2,106,880.32 sFT 0.99991168 +0 12 28.5 EZ0997;UTM 17 - 3,959,785.847 713,388.529 MT 1.00016113 +1 22 47.3 EZ0997 EZ0997! - Elev Factor x Scale Factor = Combined Factor EZ0997!SPC NC - 0.99999402 x 0.99991168 = 0.99990570 EZ0997!UTM 17 - 0.99999402 x 1.00016113 = 1.00015514 EZ0997 EZ0997 SUPERSEDED SURVEY CONTROL EZ0997 EZ0997 NAD 27 - 35 45 31.78820(N) 078 38 24.08698(W) AD( ) 2 EZ0997 NGVD 29 (??/??/92) 71.361 (m) 234.12 (f) ADJ UNCH 2 0 EZ0997 EZ0997.Superseded values are not recommended for survey control. EZ0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0997.See file dsdata.txt to determine how the superseded data were derived. EZ0997 EZ0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1338959786(NAD 83) EZ0997_MARKER: DE = TRAVERSE STATION DISK EZ0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0997_STAMPING: ALCOHOL 1967 EZ0997_MAGNETIC: N = NO MAGNETIC MATERIAL EZ0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0997+STABILITY: SURFACE MOTION EZ0997 EZ0997 HISTORY - Date Condition Report By EZ0997 HISTORY - 1967 MONUMENTED NCGS EZ0997 HISTORY - 1973 GOOD NCGS EZ0997 HISTORY - 1984 MARK NOT FOUND USPSQD EZ0997 HISTORY - 1984 MARK NOT FOUND NCGS EZ0997 HISTORY - 1984 MARK NOT FOUND USPSQD EZ0997 HISTORY - 20040520 MARK NOT FOUND USPSQD EZ0997 HISTORY - 20040603 MARK NOT FOUND USPSQD EZ0997 EZ0997 STATION DESCRIPTION EZ0997 EZ0997'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ0997'ALCOHOL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ0997'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ0997' EZ0997'ALCOHOL IS LOCATED APPROXIMATELY 1.4 MILES SOUTH OF RALEIGH EZ0997'CAPITOL SQUARE. TO REACH STATION PROCEED FROM CAPITOL SQUARE EZ0997'SOUTH ON S. SALISBURY ST. FOR 0.7 MILE BEARING LEFT ONTO EZ0997'S. WILMINGTON ST., CONTINUE SOUTH ON S. WILMINGTON ST. FOR EZ0997'0.8 MILE TO STATION ON THE EAST SIDE OF N. BOUND LANE. ON EZ0997'SOUTH SIDE OF CITY FARM RD., AND APPROXIMATELY 300 FT SOUTH EZ0997'OF THE WHOLESALE MOBILE HOME. EZ0997' EZ0997'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0997'ALCOHOL 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE EZ0997'TOP OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ0997' EZ0997'MARK IS EZ0997' EZ0997'60.3 FT SSW OF STOP SIGN ON N. SIDE OF CITY FARM RD. EZ0997' EZ0997'29.0 FT SSW OF C/L OF CITY FARM ROAD EZ0997' EZ0997'58.3 FT SW OF CITY FARM ROAD STREET MARKER EZ0997' EZ0997'32.1 FT E OF C/L OF N. BOUND LANE OF S. WILMINGTON ST. EZ0997' EZ0997'65.7 FT NW OF 10 INCH WILLOW TREE WITH ALUMINUM REF. TAG EZ0997' EZ0997'24.4 FT W OF COMMERCIAL BONDED WAREHOUSE SIGN EZ0997 EZ0997 STATION RECOVERY (1973) EZ0997 EZ0997'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0997'1.5 MI S FROM RALEIGH. EZ0997'STATION IS LOCATED IN THE SE QUADRANT OF INTERSECTION OF SOUTH EZ0997'WILMINGTON STREET (U.S. 70-401 AND NC 50) AND CITY FARM ROAD, EZ0997'0.5 MILES SOUTH OF SOUTH WILMINGTON STREET BRIDGE OVER SOUTHERN EZ0997'R/R, AND ABOUT 0.15 MILES NORTH OF WALNUT CREEK, 32.1 FT E OF EZ0997'C/L OF N BOUND LANE OF SOUTH WILMINGTON STREET, 29.0 FT SSW OF C/L EZ0997'OF CITY FARM ROAD, 58.3 FT SW OF CITY FARM ROAD STREET MARKER, EZ0997'24.4 FT W OF A 4 X 4 SIGN POST, 63.0 FT SSW OF A STOP SIGN ON EZ0997'NORTH SIDE OF CITY FARM ROAD, AND 65.7 FT NW OF 10 IN WILL EZ0997'W/ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER 1 INCH EZ0997'ABOVE THE SURFACE OF THE GROUND. EZ0997 EZ0997 STATION RECOVERY (1984) EZ0997 EZ0997'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGS) EZ0997'STATION FOUND DESTROYED. EZ0997' EZ0997'THE DESCRIPTION SHOULD READ--APPROX 300 FEET SOUTH OF RALEIGH CITY EZ0997'TRAFFIC ENGINEERING FIELD SERVICES BLDG. REF. POINTS ONE, FIVE AND EZ0997'SIX ARE NO LONGER VALID. THE S. WILMINGTON ST. AND CITY FARM RD EZ0997'INTERSECTION HAS BEEN WIDENED CONSIDERABLY. THE REFERENCES TO THE EZ0997'C/L OF CITY FARM RD. AND THE STREET MARKER ARE QUESTIONABLE BECAUSE EZ0997'BOTH WERE MOVED DURING CONSTRUCTION. HOWEVER USING THE REMAINING EZ0997'POINTS TO LOCATE THE MARKER SITE, THE AREA WHERE THE MARK SHOULD EZ0997'HAVE BEEN WAS PAVED WITH ASPHALTIC CONCRETE DURING THE WIDENING OF EZ0997'THE INTERSECTION. EZ0997 EZ0997 STATION RECOVERY (1984) EZ0997 EZ0997'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ0997'THE STATION NOT RECOVERED AT THIS DATE. EZ0997'IF STATION STILL EXISTS, IT IS UNDER ASPHALT DUE TO WIDING OF ROAD. EZ0997' EZ0997'NCGS EZ0997 EZ0997 STATION RECOVERY (1984) EZ0997 EZ0997'RECOVERY NOTE BY US POWER SQUADRON 1984 EZ0997'MARK NOT FOUND. EZ0997 EZ0997 STATION RECOVERY (2004) EZ0997 EZ0997'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ0997'MARK NOT FOUND. EZ0997 EZ0997 STATION RECOVERY (2004) EZ0997 EZ0997'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN) EZ0997'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6528 *********************************************************************** EZ6528 DESIGNATION - ALEXANDER EZ6528 PID - EZ6528 EZ6528 STATE/COUNTY- NC/WAKE EZ6528 USGS QUAD - RALEIGH WEST (1988) EZ6528 EZ6528 *CURRENT SURVEY CONTROL EZ6528 ___________________________________________________________________ EZ6528* NAD 83(1986)- 35 48 23.99186(N) 078 38 50.75889(W) ADJUSTED EZ6528* NAVD 88 - 94.5 (meters) 310. (feet) VERTCON EZ6528 ___________________________________________________________________ EZ6528 LAPLACE CORR- -7.34 (seconds) DEFLEC99 EZ6528 GEOID HEIGHT- -32.81 (meters) GEOID03 EZ6528 EZ6528 HORZ ORDER - SECOND EZ6528 EZ6528.The North Carolina HARNS have been completed but, EZ6528.due to contractual restrictions, coordinates for these stations EZ6528.will NOT be published in the near future. In the interim, the EZ6528.published coordinates in North Carolina will not be EZ6528.consistent with the Continuously Operating Reference Stations EZ6528.(CORS). The HARN coordinates for these stations are available EZ6528.upon request. Contact Gary Thompson(919-733-3836). EZ6528. EZ6528.In addition, the published North Carolina positions EZ6528.(NAD 83 (1986)) are NOT consistent with those determined in EZ6528.adjacent state readjustments. The discontinuity between stations EZ6528.located in North Carolina and those in adjacent states EZ6528.which have been adjusted to the HARN may be as much as 5 EZ6528.decimeters. This will result in a significant loss of accuracy EZ6528.over lines crossing such state borders. EZ6528 EZ6528 EZ6528.The horizontal coordinates were established by classical geodetic methods EZ6528.and adjusted by the National Geodetic Survey in December 1992. EZ6528 EZ6528.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6528 EZ6528.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6528 EZ6528.The geoid height was determined by GEOID03. EZ6528 EZ6528; North East Units Scale Factor Converg. EZ6528;SPC NC - 228,206.657 641,464.732 MT 0.99991939 +0 12 12.6 EZ6528;SPC NC - 748,708.01 2,104,538.87 sFT 0.99991939 +0 12 12.6 EZ6528;UTM 17 - 3,965,059.059 712,566.594 MT 1.00015681 +1 22 36.8 EZ6528 EZ6528! - Elev Factor x Scale Factor = Combined Factor EZ6528!SPC NC - 0.99999031 x 0.99991939 = 0.99990970 EZ6528!UTM 17 - 0.99999031 x 1.00015681 = 1.00014712 EZ6528 EZ6528 SUPERSEDED SURVEY CONTROL EZ6528 EZ6528 NGVD 29 (12/28/92) 94.8 (m) 311. (f) VERT ANG EZ6528 EZ6528.Superseded values are not recommended for survey control. EZ6528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6528.See file dsdata.txt to determine how the superseded data were derived. EZ6528 EZ6528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1256765059(NAD 83) EZ6528_MARKER: DE = TRAVERSE STATION DISK EZ6528_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE EZ6528_MAGNETIC: N = NO MAGNETIC MATERIAL EZ6528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6528+STABILITY: SURFACE MOTION EZ6528 EZ6528 HISTORY - Date Condition Report By EZ6528 HISTORY - 1983 MONUMENTED NCGS EZ6528 HISTORY - 1988 GOOD USPSQD EZ6528 EZ6528 STATION DESCRIPTION EZ6528 EZ6528'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG) EZ6528'THE STATION IS LOCATED ABOUT 3.1 KM (1.9 MI) EZ6528'NORTH-NORTHWEST OF THE STATE CAPITOL IN RALEIGH. EZ6528' EZ6528'TO REACH THE STATION FROM THE GLENWOOD AVENUE OVERPASS OF WADE EZ6528'AVENUE, GO NORTHWEST FOR 1.0 KM (0.65 MI) ON GLENWOOD AVENUE TO EZ6528'STATION AT ALEXANDER ROAD IN MEDIAN CURB. EZ6528' EZ6528'THE STATION IS A STANDARD NCGS DISK EZ6528'STAMPED---ALEXANDER 1983---, EZ6528'SET INTO DRILLED HOLE, EZ6528'3.63 METERS (11.9 FT) EAST-NORTHEAST FROM THE CENTERLINE OF SOUTH EZ6528'BOUND LANES OF AVENUE, EZ6528'8.84 METERS (29.0 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF EZ6528'NORTHBOUND LANES OF AVENUE AND EZ6528'7.19 METERS (23.6 FT) NORTH FROM THE CENTERLINE OF CROSSOVER FOR EZ6528'ALEXANDER ROAD. EZ6528' EZ6528'THE MARK IS LEVEL WITH HIGHWAY. EZ6528 EZ6528 STATION RECOVERY (1988) EZ6528 EZ6528'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EZ6528'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5679 *********************************************************************** EZ5679 DESIGNATION - ALFORD EZ5679 PID - EZ5679 EZ5679 STATE/COUNTY- NC/WAKE EZ5679 USGS QUAD - ZEBULON (1981) EZ5679 EZ5679 *CURRENT SURVEY CONTROL EZ5679 ___________________________________________________________________ EZ5679* NAD 83(1986)- 35 46 06.84256(N) 078 21 19.29514(W) ADJUSTED EZ5679* NAVD 88 - 97.5 (meters) 320. (feet) VERTCON EZ5679 ___________________________________________________________________ EZ5679 LAPLACE CORR- -3.98 (seconds) DEFLEC99 EZ5679 GEOID HEIGHT- -34.03 (meters) GEOID03 EZ5679 EZ5679 HORZ ORDER - SECOND EZ5679 EZ5679.The North Carolina HARNS have been completed but, EZ5679.due to contractual restrictions, coordinates for these stations EZ5679.will NOT be published in the near future. In the interim, the EZ5679.published coordinates in North Carolina will not be EZ5679.consistent with the Continuously Operating Reference Stations EZ5679.(CORS). The HARN coordinates for these stations are available EZ5679.upon request. Contact Gary Thompson(919-733-3836). EZ5679. EZ5679.In addition, the published North Carolina positions EZ5679.(NAD 83 (1986)) are NOT consistent with those determined in EZ5679.adjacent state readjustments. The discontinuity between stations EZ5679.located in North Carolina and those in adjacent states EZ5679.which have been adjusted to the HARN may be as much as 5 EZ5679.decimeters. This will result in a significant loss of accuracy EZ5679.over lines crossing such state borders. EZ5679 EZ5679 EZ5679.The horizontal coordinates were established by classical geodetic methods EZ5679.and adjusted by the National Geodetic Survey in January 1990. EZ5679 EZ5679.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5679 EZ5679.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5679 EZ5679.The geoid height was determined by GEOID03. EZ5679 EZ5679; North East Units Scale Factor Converg. EZ5679;SPC NC - 224,112.622 667,888.239 MT 0.99991317 +0 22 19.4 EZ5679;SPC NC - 735,276.16 2,191,230.00 sFT 0.99991317 +0 22 19.4 EZ5679;UTM 17 - 3,961,506.142 739,076.727 MT 1.00030438 +1 32 47.6 EZ5679 EZ5679! - Elev Factor x Scale Factor = Combined Factor EZ5679!SPC NC - 0.99999003 x 0.99991317 = 0.99990320 EZ5679!UTM 17 - 0.99999003 x 1.00030438 = 1.00029441 EZ5679 EZ5679 SUPERSEDED SURVEY CONTROL EZ5679 EZ5679 NGVD 29 (01/12/90) 97.8 (m) 321. (f) VERT ANG EZ5679 EZ5679.Superseded values are not recommended for survey control. EZ5679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5679.See file dsdata.txt to determine how the superseded data were derived. EZ5679 EZ5679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3907761506(NAD 83) EZ5679_MARKER: DE = TRAVERSE STATION DISK EZ5679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5679_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5679+STABILITY: SURFACE MOTION EZ5679_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ5679+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005 EZ5679 EZ5679 HISTORY - Date Condition Report By EZ5679 HISTORY - 1980 MONUMENTED NCGS EZ5679 HISTORY - 1987 GOOD USPSQD EZ5679 HISTORY - 20050415 GOOD USPSQD EZ5679 EZ5679 STATION DESCRIPTION EZ5679 EZ5679'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EZ5679'THE STATION IS LOCATED APPROXIMATELY 1.5 MILES SOUTH-SOUTHEAST OF EZ5679'WENDELL, AND 4.4 MILES SOUTH-SOUTHWEST OF ZEBULON. EZ5679' EZ5679'TO REACH THE STATION FROM THE INTERSECTION OF NC 231 WITH US 64 EZ5679'BUSINESS IN WENDELL, PROCEED SOUTHERLY ALONG NC 231 FOR 1.15 MILES TO EZ5679'STATION ON THE LEFT IN FRONT OF A WHITE FRAME FARM HOUSE AND 0.35 EZ5679'MILE NORTH OF THE WAKE-JOHNSTON COUNTY LINE. EZ5679' EZ5679'STATION MARK IS A STANDARD DISK STAMPED---ALFORD 1980---SET IN TOP OF EZ5679'A 10 INCH CONCRETE CYLINDER, 1 INCH BELOW GROUND SURFACE. THE MARK IS EZ5679'25.1 FEET NORTHEAST OF THE CENTERLINE OF NC 231, 63.5 FEET SOUTHEAST EZ5679'OF TELEPHONE PEDESTAL, 76.0 FEET SOUTHWEST OF SOUTHWEST CORNER OF EZ5679'HOUSE, 7.5 FEET SOUTHEAST OF 12 INCH PINE WITH REFERENCE TAG, AND 8.8 EZ5679'FEET NORTHWEST OF 12 INCH PINE WITH REFERENCE TAG. EZ5679 EZ5679 STATION RECOVERY (1987) EZ5679 EZ5679'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ5679'RECOVERED IN GOOD CONDITION. EZ5679 EZ5679 STATION RECOVERY (2005) EZ5679 EZ5679'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ5679'N 35 46.103 EZ5679'W 078 21.321 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5109 *********************************************************************** EZ5109 DESIGNATION - ALFRED EZ5109 PID - EZ5109 EZ5109 STATE/COUNTY- NC/WAKE EZ5109 USGS QUAD - RALEIGH WEST (1988) EZ5109 EZ5109 *CURRENT SURVEY CONTROL EZ5109 ___________________________________________________________________ EZ5109* NAD 83(1986)- 35 46 51.30588(N) 078 38 58.12205(W) ADJUSTED EZ5109* NAVD 88 - 108.94 (+/-2cm) 357.4 (feet) VERTCON EZ5109 ___________________________________________________________________ EZ5109 LAPLACE CORR- -7.37 (seconds) DEFLEC99 EZ5109 GEOID HEIGHT- -32.86 (meters) GEOID03 EZ5109 EZ5109 HORZ ORDER - SECOND EZ5109 VERT ORDER - THIRD ? (See Below) EZ5109 EZ5109.The North Carolina HARNS have been completed but, EZ5109.due to contractual restrictions, coordinates for these stations EZ5109.will NOT be published in the near future. In the interim, the EZ5109.published coordinates in North Carolina will not be EZ5109.consistent with the Continuously Operating Reference Stations EZ5109.(CORS). The HARN coordinates for these stations are available EZ5109.upon request. Contact Gary Thompson(919-733-3836). EZ5109. EZ5109.In addition, the published North Carolina positions EZ5109.(NAD 83 (1986)) are NOT consistent with those determined in EZ5109.adjacent state readjustments. The discontinuity between stations EZ5109.located in North Carolina and those in adjacent states EZ5109.which have been adjusted to the HARN may be as much as 5 EZ5109.decimeters. This will result in a significant loss of accuracy EZ5109.over lines crossing such state borders. EZ5109 EZ5109 EZ5109.The horizontal coordinates were established by classical geodetic methods EZ5109.and adjusted by the National Geodetic Survey in July 1986. EZ5109 EZ5109.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5109.The vertical order pertains to the NGVD 29 superseded value. EZ5109 EZ5109.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5109 EZ5109.The geoid height was determined by GEOID03. EZ5109 EZ5109; North East Units Scale Factor Converg. EZ5109;SPC NC - 225,349.593 641,289.972 MT 0.99991514 +0 12 08.3 EZ5109;SPC NC - 739,334.46 2,103,965.52 sFT 0.99991514 +0 12 08.3 EZ5109;UTM 17 - 3,962,198.332 712,450.328 MT 1.00015621 +1 22 29.4 EZ5109 EZ5109! - Elev Factor x Scale Factor = Combined Factor EZ5109!SPC NC - 0.99998806 x 0.99991514 = 0.99990320 EZ5109!UTM 17 - 0.99998806 x 1.00015621 = 1.00014427 EZ5109 EZ5109: Primary Azimuth Mark Grid Az EZ5109:SPC NC - INSURANCE 122 00 43.5 EZ5109:UTM 17 - INSURANCE 120 50 22.4 EZ5109 EZ5109|---------------------------------------------------------------------| EZ5109| PID Reference Object Distance Geod. Az | EZ5109| dddmmss.s | EZ5109| EZ5126 INSURANCE APPROX. 1.0 KM 1221251.8 | EZ5109| EZ5132 MAYO 355.582 METERS 28100 | EZ5109|---------------------------------------------------------------------| EZ5109 EZ5109 SUPERSEDED SURVEY CONTROL EZ5109 EZ5109 NAD 27 - 35 46 50.76350(N) 078 38 59.11049(W) AD( ) 2 EZ5109 NGVD 29 (07/19/86) 109.22 (m) 358.3 (f) LEVELING 3 EZ5109 EZ5109.Superseded values are not recommended for survey control. EZ5109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5109.See file dsdata.txt to determine how the superseded data were derived. EZ5109 EZ5109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1245062198(NAD 83) EZ5109_MARKER: DE = TRAVERSE STATION DISK EZ5109_SETTING: 0 = UNSPECIFIED SETTING EZ5109_STAMPING: ALFRED 1967 EZ5109_MARK LOGO: NCGS EZ5109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ5109 EZ5109 HISTORY - Date Condition Report By EZ5109 HISTORY - 1967 MONUMENTED NCGS EZ5109 HISTORY - 1984 GOOD USPSQD EZ5109 HISTORY - 1985 MARK NOT FOUND USPSQD EZ5109 HISTORY - 1988 GOOD USPSQD EZ5109 EZ5109 STATION DESCRIPTION EZ5109 EZ5109'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ5109'ALFRED IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5109'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5109' EZ5109'ALFRED IS LOCATED APPROXIMATELY 0.6 MILE WEST OF CAPITOL EZ5109'SQUARE. TO REACH STATION PROCEED FROM CAPITOL SQUARE WEST ON EZ5109'HILLSBOROUGH ST. FOR 0.6 MILE TO STATION ON NORTH SIDE OF EZ5109'HILLSBOROUGH ST. STATION IS 75 FEET WEST OF BOYLAN AVE. AND EZ5109'40 FEET SOUTHEAST OF SE CORNER OF ALFRED WILLIAMS CO. STORE, EZ5109'IN THE SIDEWALK. EZ5109' EZ5109'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, SET IN EZ5109'THE SIDEWALK, STAMPED ALFRED 1967, WHICH IS FLUSH WITH THE SIDEWALK. EZ5109' EZ5109'MARK IS EZ5109' EZ5109'32.8 FT N OF C/L OF HILLSBOROUGH ST. EZ5109' EZ5109'26.5 FT E OF PP WITH ALUMINUM REF. TAG EZ5109' EZ5109'39.2 FT SE OF SE CORNER OF ALFRED WILLIAMS CO. EZ5109' EZ5109'49.7 FT W OF PP WITH ALUMINUM REF. TAG EZ5109' EZ5109'0.9 FT S OF N EDGE OF SIDEWALK ON N SIDE OF HILLSBOROUGH ST. EZ5109' EZ5109'88.9 FT E OF S END OF METAL FENCE EZ5109 EZ5109 STATION RECOVERY (1984) EZ5109 EZ5109'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGS) EZ5109'ALFRED 1967 RECOVERED GOOD. EZ5109' EZ5109'THE STATION IS FLUSH WITH AND IN THE SIDEWALK, HOWEVER IT IS EZ5109'NOT READILY VISIBLE BECAUSE THE STATION IS COVERED WITH A LOW EZ5109'GROWING EVERGREEN TYPE BUSH. THE FOLLOWING CHANGES SHOULD EZ5109'BE MADE TO THE REFERENCE POINTS--THE ALUMINUM REFERENCE TAG IS NO EZ5109'LONGER ON THE FIRST PP, THE ALFRED WILLIAMS CO IS NOW THE EZ5109'WILLIAMS-CROSS BUILDING AND THE METAL FENCE IS ALMOST NOT EZ5109'VISIBLE BECAUSE OF A HEDGE GROWING AROUND IT. EZ5109 EZ5109 STATION RECOVERY (1985) EZ5109 EZ5109'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) EZ5109'MARK NOT FOUND. EZ5109 EZ5109 STATION RECOVERY (1988) EZ5109 EZ5109'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EZ5109'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5226 *********************************************************************** EZ5226 DESIGNATION - ALFREDO EZ5226 PID - EZ5226 EZ5226 STATE/COUNTY- NC/WAKE EZ5226 USGS QUAD - GARNER (1993) EZ5226 EZ5226 *CURRENT SURVEY CONTROL EZ5226 ___________________________________________________________________ EZ5226* NAD 83(1986)- 35 38 31.79067(N) 078 36 53.13731(W) ADJUSTED EZ5226* NAVD 88 - 111.1 (meters) 365. (feet) VERTCON EZ5226 ___________________________________________________________________ EZ5226 LAPLACE CORR- -7.21 (seconds) DEFLEC99 EZ5226 GEOID HEIGHT- -33.26 (meters) GEOID03 EZ5226 EZ5226 HORZ ORDER - SECOND EZ5226 EZ5226.The North Carolina HARNS have been completed but, EZ5226.due to contractual restrictions, coordinates for these stations EZ5226.will NOT be published in the near future. In the interim, the EZ5226.published coordinates in North Carolina will not be EZ5226.consistent with the Continuously Operating Reference Stations EZ5226.(CORS). The HARN coordinates for these stations are available EZ5226.upon request. Contact Gary Thompson(919-733-3836). EZ5226. EZ5226.In addition, the published North Carolina positions EZ5226.(NAD 83 (1986)) are NOT consistent with those determined in EZ5226.adjacent state readjustments. The discontinuity between stations EZ5226.located in North Carolina and those in adjacent states EZ5226.which have been adjusted to the HARN may be as much as 5 EZ5226.decimeters. This will result in a significant loss of accuracy EZ5226.over lines crossing such state borders. EZ5226 EZ5226 EZ5226.The horizontal coordinates were established by classical geodetic methods EZ5226.and adjusted by the National Geodetic Survey in July 1986. EZ5226 EZ5226.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5226 EZ5226.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5226 EZ5226.The geoid height was determined by GEOID03. EZ5226 EZ5226; North East Units Scale Factor Converg. EZ5226;SPC NC - 209,967.514 644,488.359 MT 0.99989574 +0 13 20.5 EZ5226;SPC NC - 688,868.42 2,114,458.89 sFT 0.99989574 +0 13 20.5 EZ5226;UTM 17 - 3,946,880.798 715,963.138 MT 1.00017477 +1 23 25.7 EZ5226 EZ5226! - Elev Factor x Scale Factor = Combined Factor EZ5226!SPC NC - 0.99998778 x 0.99989574 = 0.99988352 EZ5226!UTM 17 - 0.99998778 x 1.00017477 = 1.00016254 EZ5226 EZ5226 SUPERSEDED SURVEY CONTROL EZ5226 EZ5226 NAD 27 - 35 38 31.23826(N) 078 36 54.11549(W) AD( ) 2 EZ5226 NGVD 29 (07/19/86) 111.4 (m) 365. (f) VERT ANG EZ5226 EZ5226.Superseded values are not recommended for survey control. EZ5226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5226.See file dsdata.txt to determine how the superseded data were derived. EZ5226 EZ5226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1596346881(NAD 83) EZ5226_MARKER: DE = TRAVERSE STATION DISK EZ5226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5226_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5226_STAMPING: ALFREDO 1968 EZ5226_MARK LOGO: NCGS EZ5226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5226+STABILITY: SURFACE MOTION EZ5226 EZ5226 HISTORY - Date Condition Report By EZ5226 HISTORY - 1968 MONUMENTED NCGS EZ5226 HISTORY - 1976 MARK NOT FOUND NGS EZ5226 HISTORY - 20040603 MARK NOT FOUND USPSQD EZ5226 EZ5226 STATION DESCRIPTION EZ5226 EZ5226'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EZ5226'ALFREDO IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5226'IN THE VICINITY OF CLAYTON, NORTH CAROLINA. EZ5226' EZ5226'ALFREDO IS LOCATED APPROXIMATELY 4.7 MILES SSW OF THE CENTER EZ5226'OF GARNER. TO REACH STATION PROCEED FROM THE INTERSECTION OF EZ5226'NC 50 AND U.S. 70 IN GARNER, GO SOUTH ON NC 50 FOR 4.7 MILES TO EZ5226'INTERSECTION OF SR 2731 AND STATION. WHICH IS IN THE NORTH EZ5226'END OF CULTIVATED AREA, AT SOUTH SIDE OF INTERSECTION OF SR EZ5226'2731 AND NC 50. EZ5226' EZ5226'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5226'ALFREDO 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ5226'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5226' EZ5226'MARK IS EZ5226' EZ5226'30.3 FT WSW OF C/L OF NC 50 EZ5226' EZ5226'176.9 FT NNE OF PP WITH ALUMINUM REF. TAG ON E SIDE OF SR 2731 EZ5226' EZ5226'4.8 FT SW OF 4X4 POST WITH STOP SIGN ON E SIDE OF SR 2731, EZ5226'AND WITH ALUMINUM REF. TAG EZ5226' EZ5226'15.4 FT SE OF C/L OF SR 2731 EZ5226' EZ5226'36.2 FT ENE OF 4X4 POST WITH AXLE WEIGHT LIMIT 13,000 LBS EZ5226'SIGN, AND WITH ALUMINUM REF. TAG EZ5226 EZ5226 STATION RECOVERY (1976) EZ5226 EZ5226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ACD) EZ5226'DESTROYED BY REWORKING OF ROADS. EZ5226' EZ5226'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EZ5226'4.7 MILES SSW OF GARNER. EZ5226 EZ5226 STATION RECOVERY (2004) EZ5226 EZ5226'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN) EZ5226'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0857 *********************************************************************** EZ0857 DESIGNATION - ALICE EZ0857 PID - EZ0857 EZ0857 STATE/COUNTY- NC/WAKE EZ0857 USGS QUAD - WAKE FOREST (1987) EZ0857 EZ0857 *CURRENT SURVEY CONTROL EZ0857 ___________________________________________________________________ EZ0857* NAD 83(1986)- 35 57 58.48545(N) 078 34 56.73797(W) ADJUSTED EZ0857* NAVD 88 - 101.487 (meters) 332.96 (feet) ADJUSTED EZ0857 ___________________________________________________________________ EZ0857 LAPLACE CORR- -6.77 (seconds) DEFLEC99 EZ0857 GEOID HEIGHT- -32.66 (meters) GEOID03 EZ0857 DYNAMIC HT - 101.401 (meters) 332.68 (feet) COMP EZ0857 MODELED GRAV- 979,786.3 (mgal) NAVD 88 EZ0857 EZ0857 HORZ ORDER - SECOND EZ0857 VERT ORDER - SECOND CLASS 0 EZ0857 EZ0857.The North Carolina HARNS have been completed but, EZ0857.due to contractual restrictions, coordinates for these stations EZ0857.will NOT be published in the near future. In the interim, the EZ0857.published coordinates in North Carolina will not be EZ0857.consistent with the Continuously Operating Reference Stations EZ0857.(CORS). The HARN coordinates for these stations are available EZ0857.upon request. Contact Gary Thompson(919-733-3836). EZ0857. EZ0857.In addition, the published North Carolina positions EZ0857.(NAD 83 (1986)) are NOT consistent with those determined in EZ0857.adjacent state readjustments. The discontinuity between stations EZ0857.located in North Carolina and those in adjacent states EZ0857.which have been adjusted to the HARN may be as much as 5 EZ0857.decimeters. This will result in a significant loss of accuracy EZ0857.over lines crossing such state borders. EZ0857 EZ0857 EZ0857.The horizontal coordinates were established by classical geodetic methods EZ0857.and adjusted by the National Geodetic Survey in July 1986. EZ0857 EZ0857.The orthometric height was determined by differential leveling EZ0857.and adjusted by the National Geodetic Survey in June 1991. EZ0857 EZ0857.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0857 EZ0857.The geoid height was determined by GEOID03. EZ0857 EZ0857.The dynamic height is computed by dividing the NAVD 88 EZ0857.geopotential number by the normal gravity value computed on the EZ0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0857.degrees latitude (g = 980.6199 gals.). EZ0857 EZ0857.The modeled gravity was interpolated from observed gravity values. EZ0857 EZ0857; North East Units Scale Factor Converg. EZ0857;SPC NC - 245,934.797 647,265.174 MT 0.99995022 +0 14 27.6 EZ0857;SPC NC - 806,871.08 2,123,569.16 sFT 0.99995022 +0 14 27.6 EZ0857;UTM 17 - 3,982,906.777 718,003.138 MT 1.00018564 +1 25 13.5 EZ0857 EZ0857! - Elev Factor x Scale Factor = Combined Factor EZ0857!SPC NC - 0.99998920 x 0.99995022 = 0.99993942 EZ0857!UTM 17 - 0.99998920 x 1.00018564 = 1.00017484 EZ0857 EZ0857: Primary Azimuth Mark Grid Az EZ0857:SPC NC - LOUISE 301 14 45.3 EZ0857:UTM 17 - LOUISE 300 03 59.4 EZ0857 EZ0857|---------------------------------------------------------------------| EZ0857| PID Reference Object Distance Geod. Az | EZ0857| dddmmss.s | EZ0857| EZ0856 CHIMNEY 295.304 METERS 09453 | EZ0857| EZ5007 LOUISE APPROX. 1.2 KM 3012912.9 | EZ0857|---------------------------------------------------------------------| EZ0857 EZ0857 SUPERSEDED SURVEY CONTROL EZ0857 EZ0857 NAD 27 - 35 57 57.94798(N) 078 34 57.73069(W) AD( ) 2 EZ0857 NGVD 29 (??/??/92) 101.758 (m) 333.85 (f) ADJ UNCH 2 0 EZ0857 EZ0857.Superseded values are not recommended for survey control. EZ0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0857.See file dsdata.txt to determine how the superseded data were derived. EZ0857 EZ0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1800382907(NAD 83) EZ0857_MARKER: DE = TRAVERSE STATION DISK EZ0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0857_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EZ0857_STAMPING: ALICE 1970 EZ0857_MARK LOGO: NCGS EZ0857_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0857+STABILITY: SURFACE MOTION EZ0857 EZ0857 HISTORY - Date Condition Report By EZ0857 HISTORY - 1970 MONUMENTED NCGS EZ0857 HISTORY - 1972 GOOD NCGS EZ0857 HISTORY - 19850101 GOOD NCGS EZ0857 EZ0857 STATION DESCRIPTION EZ0857 EZ0857'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ0857'ALICE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0857'VICINITY OF NORTHWEST WAKE COUNTY. EZ0857' EZ0857'ALICE IS LOCATED APPROXIMATELY 1.9 MILES NORTH OF FALLS AND 3.5 MILES EZ0857'EAST OF BAYLEAF. TO REACH STATION PROCEED FROM THE INTERSECTION OF EZ0857'US 1 AND NC 98, GO WEST ON NC 98 FOR 1.85 MILES TO T INTERSECTION EZ0857'OF NC 98 AND SR 1922, CONTINUE WEST ON NC 98 FOR 0.7 MILE TO EZ0857'STATION ON LEFT, ON THE EAST SIDE OF THE FIRST OF TWO LARGE OAK EZ0857'TREES, AND 0.3 MILE EAST OF INTERSECTION OF NC 98 AND SR 2004. EZ0857' EZ0857'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ0857'ALICE 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ0857'IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0857' EZ0857'MARK IS-- EZ0857'104.5 FEET S OF C/L OF NC 98. EZ0857'9.9 FEET E OF ALUMINUM REF. TAG ON A 40 INCH OAK TREE. EZ0857'55.0 FEET E OF ALUMINUM REF. TAG ON A 40 INCH OAK TREE. EZ0857'61.5 FEET SW OF ALUMINUM REF. TAG ON PP. EZ0857 EZ0857 STATION RECOVERY (1972) EZ0857 EZ0857'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0857'1.9 MI N FROM FALLS. EZ0857'STATION IS 1.9 MI. N OF FALLS AND 3.5 MI. E OF BAYLEAF. FROM EZ0857'INTERSECTION OF U.S. 1 AND NC 98, GO WEST ON NC 98 FOR 1.85 MILES EZ0857'TO T INTERSECTION OF NC 98 AND SR 1922, CONTINUE W ON NC 98 FOR EZ0857'0.7 MILE TO STATION ON LEFT, ON E SIDE OF THE FIRST OF TWO LARGE EZ0857'OAK TREES, AND 0.3 MILE E OF INTERSECTION OF NC 98 AND SR 2004, EZ0857'104.5 FT S OF C/L OF NC 98, 9.9 FT E OF ALUM. REF. TAG ON 40 INCH EZ0857'OAK, 55.0 FT E OF ALUM. REF. TAG ON 40 INCH OAK AND 61.5 FT SW EZ0857'OF ALUM. REF. TAG ON PP. STATION IS FLUSH WITH THE GROUND. EZ0857 EZ0857 STATION RECOVERY (1985) EZ0857 EZ0857'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0857'RECOVERED AS DESCRIBED. PROCEED ALONG NC 98 FOR 1.13 KM (0.70 MI) EZ0857'WEST-SOUTHWEST OF THE US 1 OVERPASS TO SR 1967 (OLD NC 98), THENCE EZ0857'SOUTHWEST ALONG SR 1967 FOR 3.9 KM (2.40 MI) TO THE STATION, ON THE EZ0857'LEFT, IN A FIELD ON THE EAST SIDE OF THE EAST-MOST OF TWO LARGE OAKS, EZ0857'AND 1.13 KM (0.70 MI) WEST-SOUTHWEST OF THE SR 1968 JUNCTION. THE LINE EZ0857'OF SIGHT IS BLOCKED IN BOTH DIRECTIONS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5011 *********************************************************************** EZ5011 DESIGNATION - ALLEN EZ5011 PID - EZ5011 EZ5011 STATE/COUNTY- NC/WAKE EZ5011 USGS QUAD - WAKE FOREST (1987) EZ5011 EZ5011 *CURRENT SURVEY CONTROL EZ5011 ___________________________________________________________________ EZ5011* NAD 83(1986)- 35 53 31.87313(N) 078 33 35.59548(W) ADJUSTED EZ5011* NAVD 88 - 76.5 (meters) 251. (feet) VERTCON EZ5011 ___________________________________________________________________ EZ5011 LAPLACE CORR- -7.96 (seconds) DEFLEC99 EZ5011 GEOID HEIGHT- -32.97 (meters) GEOID03 EZ5011 EZ5011 HORZ ORDER - SECOND EZ5011 EZ5011.The North Carolina HARNS have been completed but, EZ5011.due to contractual restrictions, coordinates for these stations EZ5011.will NOT be published in the near future. In the interim, the EZ5011.published coordinates in North Carolina will not be EZ5011.consistent with the Continuously Operating Reference Stations EZ5011.(CORS). The HARN coordinates for these stations are available EZ5011.upon request. Contact Gary Thompson(919-733-3836). EZ5011. EZ5011.In addition, the published North Carolina positions EZ5011.(NAD 83 (1986)) are NOT consistent with those determined in EZ5011.adjacent state readjustments. The discontinuity between stations EZ5011.located in North Carolina and those in adjacent states EZ5011.which have been adjusted to the HARN may be as much as 5 EZ5011.decimeters. This will result in a significant loss of accuracy EZ5011.over lines crossing such state borders. EZ5011 EZ5011 EZ5011.The horizontal coordinates were established by classical geodetic methods EZ5011.and adjusted by the National Geodetic Survey in July 1986. EZ5011 EZ5011.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5011 EZ5011.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5011 EZ5011.The geoid height was determined by GEOID03. EZ5011 EZ5011; North East Units Scale Factor Converg. EZ5011;SPC NC - 237,726.721 649,334.601 MT 0.99993494 +0 15 14.5 EZ5011;SPC NC - 779,941.75 2,130,358.60 sFT 0.99993494 +0 15 14.5 EZ5011;UTM 17 - 3,974,740.955 720,241.468 MT 1.00019774 +1 25 52.0 EZ5011 EZ5011! - Elev Factor x Scale Factor = Combined Factor EZ5011!SPC NC - 0.99999316 x 0.99993494 = 0.99992811 EZ5011!UTM 17 - 0.99999316 x 1.00019774 = 1.00019090 EZ5011 EZ5011 SUPERSEDED SURVEY CONTROL EZ5011 EZ5011 NAD 27 - 35 53 31.34003(N) 078 33 36.58936(W) AD( ) 2 EZ5011 NGVD 29 (07/19/86) 76.8 (m) 252. (f) VERT ANG EZ5011 EZ5011.Superseded values are not recommended for survey control. EZ5011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5011.See file dsdata.txt to determine how the superseded data were derived. EZ5011 EZ5011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2024174741(NAD 83) EZ5011_MARKER: DE = TRAVERSE STATION DISK EZ5011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5011_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5011_MAGNETIC: N = NO MAGNETIC MATERIAL EZ5011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5011+STABILITY: SURFACE MOTION EZ5011 EZ5011 HISTORY - Date Condition Report By EZ5011 HISTORY - 1970 MONUMENTED NCGS EZ5011 HISTORY - 1977 MARK NOT FOUND LOCSUR EZ5011 HISTORY - 1984 MARK NOT FOUND NCGS EZ5011 EZ5011 STATION DESCRIPTION EZ5011 EZ5011'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ5011'ALLEN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ5011'VICINITY OF NORTHWEST WAKE COUNTY. EZ5011' EZ5011'ALLEN IS LOCATED APPROXIMATELY 8.9 MILES NNE OF RALEIGH AND 0.1 MILE EZ5011'SSW OF NEUSE CROSSROADS. TO REACH STATION PROCEED FROM THE EZ5011'INTERSECTION OF US 1, US 1A. GO NORTH ALONG US 1 FOR 1.95 MILES TO EZ5011'STATION ON RIGHT, 0.1 MILE SOUTHWEST OF SR 2206 AT NEUSE EZ5011'CROSSROADS, NEAR SIGNS. EZ5011' EZ5011'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ5011'ALLEN 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ5011'IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5011' EZ5011'MARK IS-- EZ5011'91.9 FEET ESE OF C/L OF US 1. EZ5011'31.9 FEET NNE OF ALUMINUM REF. TAG ON LARGE OAK TREE. EZ5011'57.2 FEET NW OF ALUMINUM REF. TAG ON LARGE OAK TREE. EZ5011'11.8 FEET SW OF ALUMINUM REF. TAG ON LARGE OAK TREE. EZ5011'19.8 FEET NNE OF C/L OF LANE. EZ5011 EZ5011 STATION RECOVERY (1977) EZ5011 EZ5011'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977 (CW) EZ5011'THE STATION WAS REPORTED PROBABLY DESTROYED. A CONCRETE POST BROKEN EZ5011'OFF BELOW THE GROUND WAS FOUND. EZ5011 EZ5011 STATION RECOVERY (1984) EZ5011 EZ5011'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ5011'THE STATION NOT RECOVERED AT THIS DATE. EZ5011'STATION IS PRABABLY DESTROYED BY GRADING, A LARGE BUILDING HAS BEEN EZ5011'CONSTRUCTED ALONG WITH EXTENSIVE GRADING. EZ5011' EZ5011'NCGS 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0835 *********************************************************************** EZ0835 DESIGNATION - ALSTON EZ0835 PID - EZ0835 EZ0835 STATE/COUNTY- NC/WAKE EZ0835 USGS QUAD - WAKE FOREST (1987) EZ0835 EZ0835 *CURRENT SURVEY CONTROL EZ0835 ___________________________________________________________________ EZ0835* NAD 83(1986)- 35 55 32.38880(N) 078 35 16.04788(W) ADJUSTED EZ0835* NAVD 88 - 125.371 (meters) 411.32 (feet) ADJUSTED EZ0835 ___________________________________________________________________ EZ0835 LAPLACE CORR- -7.29 (seconds) DEFLEC99 EZ0835 GEOID HEIGHT- -32.75 (meters) GEOID03 EZ0835 DYNAMIC HT - 125.264 (meters) 410.97 (feet) COMP EZ0835 MODELED GRAV- 979,781.4 (mgal) NAVD 88 EZ0835 EZ0835 HORZ ORDER - SECOND EZ0835 VERT ORDER - SECOND CLASS 0 EZ0835 EZ0835.The North Carolina HARNS have been completed but, EZ0835.due to contractual restrictions, coordinates for these stations EZ0835.will NOT be published in the near future. In the interim, the EZ0835.published coordinates in North Carolina will not be EZ0835.consistent with the Continuously Operating Reference Stations EZ0835.(CORS). The HARN coordinates for these stations are available EZ0835.upon request. Contact Gary Thompson(919-733-3836). EZ0835. EZ0835.In addition, the published North Carolina positions EZ0835.(NAD 83 (1986)) are NOT consistent with those determined in EZ0835.adjacent state readjustments. The discontinuity between stations EZ0835.located in North Carolina and those in adjacent states EZ0835.which have been adjusted to the HARN may be as much as 5 EZ0835.decimeters. This will result in a significant loss of accuracy EZ0835.over lines crossing such state borders. EZ0835 EZ0835 EZ0835.The horizontal coordinates were established by classical geodetic methods EZ0835.and adjusted by the National Geodetic Survey in July 1986. EZ0835 EZ0835.The orthometric height was determined by differential leveling EZ0835.and adjusted by the National Geodetic Survey in June 1991. EZ0835 EZ0835.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0835 EZ0835.The geoid height was determined by GEOID03. EZ0835 EZ0835.The dynamic height is computed by dividing the NAVD 88 EZ0835.geopotential number by the normal gravity value computed on the EZ0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0835.degrees latitude (g = 980.6199 gals.). EZ0835 EZ0835.The modeled gravity was interpolated from observed gravity values. EZ0835 EZ0835; North East Units Scale Factor Converg. EZ0835;SPC NC - 241,430.116 646,800.067 MT 0.99994164 +0 14 16.5 EZ0835;SPC NC - 792,091.97 2,122,043.22 sFT 0.99994164 +0 14 16.5 EZ0835;UTM 17 - 3,978,392.403 717,630.705 MT 1.00018365 +1 24 57.2 EZ0835 EZ0835! - Elev Factor x Scale Factor = Combined Factor EZ0835!SPC NC - 0.99998546 x 0.99994164 = 0.99992710 EZ0835!UTM 17 - 0.99998546 x 1.00018365 = 1.00016911 EZ0835 EZ0835: Primary Azimuth Mark Grid Az EZ0835:SPC NC - FORTE 212 54 34.5 EZ0835:UTM 17 - FORTE 211 43 53.8 EZ0835 EZ0835|---------------------------------------------------------------------| EZ0835| PID Reference Object Distance Geod. Az | EZ0835| dddmmss.s | EZ0835| EZ0834 ZEB 305.894 METERS 01152 | EZ0835| EZ0836 FORTE APPROX. 0.7 KM 2130851.0 | EZ0835|---------------------------------------------------------------------| EZ0835 EZ0835 SUPERSEDED SURVEY CONTROL EZ0835 EZ0835 NAD 27 - 35 55 31.85513(N) 078 35 17.03685(W) AD( ) 2 EZ0835 NGVD 29 (??/??/92) 125.647 (m) 412.23 (f) ADJ UNCH 2 0 EZ0835 EZ0835.Superseded values are not recommended for survey control. EZ0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0835.See file dsdata.txt to determine how the superseded data were derived. EZ0835 EZ0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1763178392(NAD 83) EZ0835_MARKER: DE = TRAVERSE STATION DISK EZ0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0835_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EZ0835_STAMPING: ALSTON 1970 EZ0835_MAGNETIC: N = NO MAGNETIC MATERIAL EZ0835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ0835 EZ0835 HISTORY - Date Condition Report By EZ0835 HISTORY - 1970 MONUMENTED NCGS EZ0835 HISTORY - 1972 GOOD NCGS EZ0835 HISTORY - 1985 MARK NOT FOUND NCGS EZ0835 HISTORY - 1985 MARK NOT FOUND NCGS EZ0835 EZ0835 STATION DESCRIPTION EZ0835 EZ0835'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ0835'ALSTON IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0835'VICINITY OF NORTHWEST WAKE COUNTY. EZ0835' EZ0835'ALSTON IS LOCATED APPROXIMATELY 0.95 MILE SOUTH OF FALLS. TO REACH EZ0835'STATION PROCEED FROM THE INTERSECTION OF SR 2000 AND SR 2002 IN EZ0835'COMMUNITY OF FALLS, GO SOUTH ON SR 2000 FOR 1.25 MILES TO T EZ0835'INTERSECTION OF SR 2000 AND SR 2011. STATION IS IN THE NORTHEAST EZ0835'CORNER OF THE INTERSECTION. EZ0835' EZ0835'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED ALSTON EZ0835'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2 EZ0835'INCHES BELOW THE SURFACE OF THE GROUND. EZ0835' EZ0835'MARK IS-- EZ0835'28.8 FEET E OF C/L OF SR 2000. EZ0835'34.0 FEET N OF C/L OF SR 2011. EZ0835'8.1 FEET NW OF ALUMINUM REF. TAG ON STOP SIGN. EZ0835'20.4 FEET S OF ALUMINUM REF. TAG ON SPEED LIMIT SIGN. EZ0835'47.6 FEET E OF ALUMINUM REF. TAG ON RESUME SAFE SPEED SIGN. EZ0835'95.2 FEET SE OF ALUMINUM REF. TAG ON PP. EZ0835 EZ0835 STATION RECOVERY (1972) EZ0835 EZ0835'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0835'1 MI S FROM FALLS. EZ0835'GO S ON SR 2000 FOR 1.25 MILES TO T INTERSECTION OF SR 2000 AND EZ0835'SR 2011, STATION IS IN NE CORNER OF INTERSECTION, 28.8 FT E OF EZ0835'C/L OF SR 2000, 34.0 FT N OF C/L OF SR 2011, 8.1 FT NW OF ALUM. EZ0835'REF. TAG ON STOP SIGN, 20.4 FT S OF ALUM. REF. TAG ON SPEED LIMIT EZ0835'SIGN, 47.6 FT E OF ALUM. REF. TAG ON RESUME SAFE SPEED SIGN AND EZ0835'95.2 FT SE OF ALUM. REF. TAG ON PP. STATION IS 2 INCHES BELOW EZ0835'THE GROUND. EZ0835 EZ0835 STATION RECOVERY (1985) EZ0835 EZ0835'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0835'THE STATION NOT RECOVERED AT THIS DATE. EZ0835'ONLY THE STATION REFERENCES LEFT ARE CENTERLINES. EZ0835' EZ0835'NCGS EZ0835 EZ0835 STATION RECOVERY (1985) EZ0835 EZ0835'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 EZ0835'THE STATION NOT RECOVERED AT THIS DATE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0859 *********************************************************************** EZ0859 DESIGNATION - ALVIN EZ0859 PID - EZ0859 EZ0859 STATE/COUNTY- NC/WAKE EZ0859 USGS QUAD - WAKE FOREST (1987) EZ0859 EZ0859 *CURRENT SURVEY CONTROL EZ0859 ___________________________________________________________________ EZ0859* NAD 83(1986)- 35 58 23.31335(N) 078 35 40.15877(W) ADJUSTED EZ0859* NAVD 88 - 97.518 (meters) 319.94 (feet) ADJUSTED EZ0859 ___________________________________________________________________ EZ0859 LAPLACE CORR- -6.71 (seconds) DEFLEC99 EZ0859 GEOID HEIGHT- -32.59 (meters) GEOID03 EZ0859 DYNAMIC HT - 97.436 (meters) 319.67 (feet) COMP EZ0859 MODELED GRAV- 979,787.9 (mgal) NAVD 88 EZ0859 EZ0859 HORZ ORDER - SECOND EZ0859 VERT ORDER - SECOND CLASS 0 EZ0859 EZ0859.The North Carolina HARNS have been completed but, EZ0859.due to contractual restrictions, coordinates for these stations EZ0859.will NOT be published in the near future. In the interim, the EZ0859.published coordinates in North Carolina will not be EZ0859.consistent with the Continuously Operating Reference Stations EZ0859.(CORS). The HARN coordinates for these stations are available EZ0859.upon request. Contact Gary Thompson(919-733-3836). EZ0859. EZ0859.In addition, the published North Carolina positions EZ0859.(NAD 83 (1986)) are NOT consistent with those determined in EZ0859.adjacent state readjustments. The discontinuity between stations EZ0859.located in North Carolina and those in adjacent states EZ0859.which have been adjusted to the HARN may be as much as 5 EZ0859.decimeters. This will result in a significant loss of accuracy EZ0859.over lines crossing such state borders. EZ0859 EZ0859 EZ0859.The horizontal coordinates were established by classical geodetic methods EZ0859.and adjusted by the National Geodetic Survey in July 1986. EZ0859 EZ0859.The orthometric height was determined by differential leveling EZ0859.and adjusted by the National Geodetic Survey in June 1991. EZ0859 EZ0859.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0859 EZ0859.The geoid height was determined by GEOID03. EZ0859 EZ0859.The dynamic height is computed by dividing the NAVD 88 EZ0859.geopotential number by the normal gravity value computed on the EZ0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0859.degrees latitude (g = 980.6199 gals.). EZ0859 EZ0859.The modeled gravity was interpolated from observed gravity values. EZ0859 EZ0859; North East Units Scale Factor Converg. EZ0859;SPC NC - 246,695.484 646,174.154 MT 0.99995173 +0 14 02.6 EZ0859;SPC NC - 809,366.77 2,119,989.70 sFT 0.99995173 +0 14 02.6 EZ0859;UTM 17 - 3,983,645.015 716,896.435 MT 1.00017971 +1 24 48.8 EZ0859 EZ0859! - Elev Factor x Scale Factor = Combined Factor EZ0859!SPC NC - 0.99998981 x 0.99995173 = 0.99994154 EZ0859!UTM 17 - 0.99998981 x 1.00017971 = 1.00016952 EZ0859 EZ0859 SUPERSEDED SURVEY CONTROL EZ0859 EZ0859 NAD 27 - 35 58 22.77403(N) 078 35 41.15255(W) AD( ) 2 EZ0859 NGVD 29 (??/??/92) 97.790 (m) 320.83 (f) ADJ UNCH 2 0 EZ0859 EZ0859.Superseded values are not recommended for survey control. EZ0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0859.See file dsdata.txt to determine how the superseded data were derived. EZ0859 EZ0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1689683645(NAD 83) EZ0859_MARKER: DE = TRAVERSE STATION DISK EZ0859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0859_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EZ0859_STAMPING: ALVIN 1970 EZ0859_MARK LOGO: NCGS EZ0859_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0859+STABILITY: SURFACE MOTION EZ0859 EZ0859 HISTORY - Date Condition Report By EZ0859 HISTORY - 1970 MONUMENTED NCGS EZ0859 HISTORY - 1972 GOOD NCGS EZ0859 HISTORY - 19850101 GOOD NCGS EZ0859 EZ0859 STATION DESCRIPTION EZ0859 EZ0859'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ0859'ALVIN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0859'VICINITY OF NORTHWEST WAKE COUNTY. EZ0859' EZ0859'ALVIN IS LOCATED APPROXIMATELY 2.5 MILES NNW OF FALLS AND 3.2 MILES EZ0859'ENE OF BAYLEAF. TO REACH STATION PROCEED FROM THE INTERSECTION OF EZ0859'US 1 AND NC 98, GO WEST ON NC 98 FOR 2.85 MILES TO T INTERSECTION EZ0859'OF NC 98 AND SR 2004, CONTINUE WEST ON NC 98 FOR 0.6 MILE TO EZ0859'STATION ON RIGHT, APPROXIMATELY 100 FEET WEST OF WEST DRIVEWAY EZ0859'LEADING TO HOME OF MR. PERRY ON SOUTH SIDE OF NC 98 AND 1.15 MILE EZ0859'EAST OF INTERSECTION OF NC 98 AND SR 1917. EZ0859' EZ0859'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ0859'ALVIN 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ0859'IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0859' EZ0859'MARK IS-- EZ0859'27.7 FEET ENE OF C/L OF NC 98. EZ0859'115.8 FEET SE OF ALUMINUM REF. TAG ON PP. EZ0859'151.3 FEET SSE OF C/L OF DIRT DRIVEWAY. EZ0859'171.8 FEET S OF ALUMINUM REF. TAG ON PP W/TRANSFORMER. EZ0859'10.8 FEET SE OF EDGE OF CULTIVATED FIELD. EZ0859 EZ0859 STATION RECOVERY (1972) EZ0859 EZ0859'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0859'2.5 MI NNW FROM FALLS. EZ0859'STATION IS 2.5 MILES NNW OF FALLS AND 3.2 MILES ENE OF BAYLEAF. EZ0859'FROM INTERSECTION OF U.S. 1 AND NC 98 GO W ON NC 98 FOR 2.85 EZ0859'MILES TO T INTERSECTION OF NC 98 AND SR 2004, CONTINUE W ON NC EZ0859'98 FOR 0.6 MILE TO STATION ON RIGHT, APPROX. 100 FT. W OF W EZ0859'DRIVEWAY LEADING TO HOME OF MR. PERRY ON S SIDE OF NC 98 AND 1.15 EZ0859'MILE E OF INTERSECTION OF NC 98 AND SR 1917, 27.7 FT ENE OF C/L EZ0859'OF NC 98, 115.8 FT SE OF ALUM. REF. TAG ON PP, 151.3 FT SSE OF C/L EZ0859'OF DIRT DRIVEWAY AND 171.8 FT S OF ALUM. REF. TAG ON PP W/TRANSFORMER. EZ0859'STATION IS FLUSH WITH GROUND. EZ0859 EZ0859 STATION RECOVERY (1985) EZ0859 EZ0859'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0859'RECOVERED AS DESCRIBED. A COMPLETE NEW DESCRIPTION FOLLOWS. STATION IS EZ0859'LOCATED ABOUT 4.0 KM (2.50 MI) NORTH-NORTHWEST OF FALLS, AND 5.2 KM EZ0859'(3.25 MI) EAST-NORTHEAST OF BAYLEAF. PROCEED ALONG NC 98 FOR 6.6 KM EZ0859'(4.10 MI) WEST-SOUTHWEST OF THE US 1 OVERPASS TO THE INTERSECTION WITH EZ0859'SR 2004, THENCE SOUTH ALONG SR 2004 FOR 30.5 M (100.1 FT) TO SR 1966 EZ0859'(OLD KEITH ROAD). THENCE EAST-SOUTHEAST ALONG SR 1966 FOR 1.6 KM EZ0859'(1.00 MI) TO THE STATION ON THE LEFT DITCH BANK, AND ABOUT 0.6 KM EZ0859'(0.35 MI) NORTHWEST OF THE ROAD END. MARK IS LOCATED 8.4 M (27.6 FT) EZ0859'EAST-NORTHEAST OF THE CENTERLINE OF THE ROAD, 0.5 M (1.6 FT) EZ0859'WEST-SOUTHWEST OF A WITNESS POST, 38.7 M (127.0 FT) NORTH-NORTHWEST OF EZ0859'THE CENTERLINE INTERSECTION OF THE ROAD AND THE WEST-MOST DRIVEWAY TO EZ0859'PERRY RESIDENCE, 43.6 M (143.0 FT) SOUTHEAST OF THE CENTERLINE OF A EZ0859'DIRT FARM ROAD, 36.0 M (118.1 FT) SOUTHEAST OF A--ROAD CLOSED EZ0859'AHEAD--SIGN, AND 52.4 M (171.9 FT) SOUTH OF A POWER POLE WITH A EZ0859'REFERENCE TAG. MARK IS FLUSH WITH GROUND AND ABOUT 3 FEET (0.9 M) EZ0859'HIGHER THAN ROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6529 *********************************************************************** EZ6529 DESIGNATION - ALWIN EZ6529 PID - EZ6529 EZ6529 STATE/COUNTY- NC/WAKE EZ6529 USGS QUAD - RALEIGH WEST (1988) EZ6529 EZ6529 *CURRENT SURVEY CONTROL EZ6529 ___________________________________________________________________ EZ6529* NAD 83(1986)- 35 49 11.30081(N) 078 44 35.37888(W) ADJUSTED EZ6529* NAVD 88 - 131.8 (meters) 432. (feet) VERTCON EZ6529 ___________________________________________________________________ EZ6529 LAPLACE CORR- -7.31 (seconds) DEFLEC99 EZ6529 GEOID HEIGHT- -32.37 (meters) GEOID03 EZ6529 EZ6529 HORZ ORDER - SECOND EZ6529 EZ6529.The North Carolina HARNS have been completed but, EZ6529.due to contractual restrictions, coordinates for these stations EZ6529.will NOT be published in the near future. In the interim, the EZ6529.published coordinates in North Carolina will not be EZ6529.consistent with the Continuously Operating Reference Stations EZ6529.(CORS). The HARN coordinates for these stations are available EZ6529.upon request. Contact Gary Thompson(919-733-3836). EZ6529. EZ6529.In addition, the published North Carolina positions EZ6529.(NAD 83 (1986)) are NOT consistent with those determined in EZ6529.adjacent state readjustments. The discontinuity between stations EZ6529.located in North Carolina and those in adjacent states EZ6529.which have been adjusted to the HARN may be as much as 5 EZ6529.decimeters. This will result in a significant loss of accuracy EZ6529.over lines crossing such state borders. EZ6529 EZ6529 EZ6529.The horizontal coordinates were established by classical geodetic methods EZ6529.and adjusted by the National Geodetic Survey in December 1992. EZ6529 EZ6529.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6529 EZ6529.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6529 EZ6529.The geoid height was determined by GEOID03. EZ6529 EZ6529; North East Units Scale Factor Converg. EZ6529;SPC NC - 229,638.089 632,809.512 MT 0.99992163 +0 08 53.7 EZ6529;SPC NC - 753,404.30 2,076,142.54 sFT 0.99992163 +0 08 53.7 EZ6529;UTM 17 - 3,966,313.245 703,882.022 MT 1.00011224 +1 19 16.5 EZ6529 EZ6529! - Elev Factor x Scale Factor = Combined Factor EZ6529!SPC NC - 0.99998440 x 0.99992163 = 0.99990603 EZ6529!UTM 17 - 0.99998440 x 1.00011224 = 1.00009663 EZ6529 EZ6529 SUPERSEDED SURVEY CONTROL EZ6529 EZ6529 NGVD 29 (12/28/92) 132.1 (m) 433. (f) VERT ANG EZ6529 EZ6529.Superseded values are not recommended for survey control. EZ6529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6529.See file dsdata.txt to determine how the superseded data were derived. EZ6529 EZ6529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0388266313(NAD 83) EZ6529_MARKER: DH = HORIZONTAL CONTROL DISK EZ6529_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN EZ6529+WITH SETTING: PAVEMENT EZ6529_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6529+STABILITY: SURFACE MOTION EZ6529 EZ6529 HISTORY - Date Condition Report By EZ6529 HISTORY - 1984 MONUMENTED NCGS EZ6529 EZ6529 STATION DESCRIPTION EZ6529 EZ6529'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6529'THE STATION IS LOCATED ABOUT 4.7 KM (2.9 MI) NORTH OF CARY AND 10.3 EZ6529'KM (6.4 MI) WEST-NORTHWEST OF RALEIGH. EZ6529' EZ6529'AT TRINITY ROAD (SR 1655) OVERPASS OF I 40, NEAR THE GATE IN THE EZ6529'FENCE NEAR THE SOUTHEAST CORNER OF BRIDGE, IN BRIDGE FLOOR. EZ6529' EZ6529'THE STATION IS A STANDARD NCGS DISK STAMPED---ALWIN 1984---, SET EZ6529'INTO A DRILLED HOLE. LOCATED EZ6529'4.3 METERS (14.0 FT) SOUTHEAST FROM THE CENTERLINE OF LANE, EZ6529'1.2 METERS (3.8 FT) NORTHWEST FROM THE SOUTH GATE POST, EZ6529'1.4 METERS (4.7 FT) EAST FROM THE NORTH GATE POST AND EZ6529'18.6 METERS (61.2 FT) NORTHEAST FROM THE SOUTH END OF EAST BRIDGE EZ6529'RAIL. EZ6529' EZ6529'THE MARK IS 20 FEET ABOVE I 40. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1055 *********************************************************************** EZ1055 DESIGNATION - AMALIE EZ1055 PID - EZ1055 EZ1055 STATE/COUNTY- NC/WAKE EZ1055 USGS QUAD - APEX (1993) EZ1055 EZ1055 *CURRENT SURVEY CONTROL EZ1055 ___________________________________________________________________ EZ1055* NAD 83(1986)- 35 39 41.09014(N) 078 50 10.21571(W) ADJUSTED EZ1055* NAVD 88 - 125.683 (meters) 412.35 (feet) ADJUSTED EZ1055 ___________________________________________________________________ EZ1055 LAPLACE CORR- -5.12 (seconds) DEFLEC99 EZ1055 GEOID HEIGHT- -32.43 (meters) GEOID03 EZ1055 DYNAMIC HT - 125.573 (meters) 411.98 (feet) COMP EZ1055 MODELED GRAV- 979,755.4 (mgal) NAVD 88 EZ1055 EZ1055 HORZ ORDER - SECOND EZ1055 VERT ORDER - SECOND CLASS 0 EZ1055 EZ1055.The North Carolina HARNS have been completed but, EZ1055.due to contractual restrictions, coordinates for these stations EZ1055.will NOT be published in the near future. In the interim, the EZ1055.published coordinates in North Carolina will not be EZ1055.consistent with the Continuously Operating Reference Stations EZ1055.(CORS). The HARN coordinates for these stations are available EZ1055.upon request. Contact Gary Thompson(919-733-3836). EZ1055. EZ1055.In addition, the published North Carolina positions EZ1055.(NAD 83 (1986)) are NOT consistent with those determined in EZ1055.adjacent state readjustments. The discontinuity between stations EZ1055.located in North Carolina and those in adjacent states EZ1055.which have been adjusted to the HARN may be as much as 5 EZ1055.decimeters. This will result in a significant loss of accuracy EZ1055.over lines crossing such state borders. EZ1055 EZ1055 EZ1055.The horizontal coordinates were established by classical geodetic methods EZ1055.and adjusted by the National Geodetic Survey in July 1986. EZ1055 EZ1055.The orthometric height was determined by differential leveling EZ1055.and adjusted by the National Geodetic Survey in June 1991. EZ1055 EZ1055.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1055 EZ1055.The geoid height was determined by GEOID03. EZ1055 EZ1055.The dynamic height is computed by dividing the NAVD 88 EZ1055.geopotential number by the normal gravity value computed on the EZ1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1055.degrees latitude (g = 980.6199 gals.). EZ1055 EZ1055.The modeled gravity was interpolated from observed gravity values. EZ1055 EZ1055; North East Units Scale Factor Converg. EZ1055;SPC NC - 212,047.660 624,434.008 MT 0.99989808 +0 05 40.4 EZ1055;SPC NC - 695,693.03 2,048,663.91 sFT 0.99989808 +0 05 40.4 EZ1055;UTM 17 - 3,948,552.192 695,866.018 MT 1.00007277 +1 15 42.8 EZ1055 EZ1055! - Elev Factor x Scale Factor = Combined Factor EZ1055!SPC NC - 0.99998536 x 0.99989808 = 0.99988344 EZ1055!UTM 17 - 0.99998536 x 1.00007277 = 1.00005813 EZ1055 EZ1055: Primary Azimuth Mark Grid Az EZ1055:SPC NC - PEARSALL 166 00 18.3 EZ1055:UTM 17 - PEARSALL 164 50 15.9 EZ1055 EZ1055|---------------------------------------------------------------------| EZ1055| PID Reference Object Distance Geod. Az | EZ1055| dddmmss.s | EZ1055| EZ1056 IVEY APPROX. 0.6 KM 0070801.1 | EZ1055| EZ1054 PEARSALL APPROX. 0.9 KM 1660558.7 | EZ1055|---------------------------------------------------------------------| EZ1055 EZ1055 SUPERSEDED SURVEY CONTROL EZ1055 EZ1055 NAD 27 - 35 39 40.54004(N) 078 50 11.17705(W) AD( ) 2 EZ1055 NGVD 29 (??/??/92) 125.942 (m) 413.19 (f) ADJ UNCH 2 0 EZ1055 EZ1055.Superseded values are not recommended for survey control. EZ1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1055.See file dsdata.txt to determine how the superseded data were derived. EZ1055 EZ1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9586648552(NAD 83) EZ1055_MARKER: DE = TRAVERSE STATION DISK EZ1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1055_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1055_STAMPING: AMALIE 1967 EZ1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1055+STABILITY: SURFACE MOTION EZ1055 EZ1055 HISTORY - Date Condition Report By EZ1055 HISTORY - 1967 MONUMENTED NCGS EZ1055 HISTORY - 1973 GOOD NCGS EZ1055 HISTORY - 1979 GOOD LOCSUR EZ1055 HISTORY - 20050424 MARK NOT FOUND GEOCAC EZ1055 EZ1055 STATION DESCRIPTION EZ1055 EZ1055'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1055'AMALIE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1055'IN THE VICINITY OF APEX, NORTH CAROLINA. EZ1055' EZ1055'AMALIE IS LOCATED APPROXIMATELY 0.7 MILES NNW OF THE CENTER EZ1055'OF HOLLY SPRINGS. TO REACH STATION PROCEED FROM THE EZ1055'INTERSECTION OF SR 1152 WITH NC 55 AT NORTH SIDE OF HOLLY EZ1055'SPRINGS, GO NORTH ON NC 55 FOR 0.45 MILES TO STATION. WHICH EZ1055'IS ON THE WEST SIDE OF NC 55, ON NORTH SIDE OF DRIVEWAY TO EZ1055'ONE STORY SHINGLE HOUSE,AND ON TOP OF ABOUT A TEN FOOT CUT. EZ1055' EZ1055'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1055'AMALIE 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ1055'OF WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EZ1055' EZ1055'MARK IS EZ1055' EZ1055'54.9 FT W OF C/L OF NC 55 EZ1055' EZ1055'13.6 FT N OF C/L OF DRIVEWAY EZ1055' EZ1055'6.2 FT SW OF METAL PIPE PROPERTY CORNER EZ1055' EZ1055'29.7 FT E OF 6 INCH PINE WITH ALUMINUM REF. TAG ON EAST SIDE OF EZ1055'WOODS LINE EZ1055' EZ1055'30.6 FT SE OF 8 INCH PINE WITH ALUMINUM REF. TAG ON EAST SIDE OF EZ1055'WOODS LINE EZ1055' EZ1055'56.9 FT S OF 12 INCH PINE WITH ALUMINUM REF. TAG ON EAST SIDE OF EZ1055'WOODS LINE EZ1055 EZ1055 STATION RECOVERY (1973) EZ1055 EZ1055'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1055'0.6 MI N FROM HOLLY SPRINGS. EZ1055'AMALIE IS LOCATED APPROXIMATELY 14.0 MILES SW OF CAPITOL SQUARE EZ1055'IN RALEIGH. TO REACH STATION FROM INTERSECTION OF NC 55 EZ1055'(MAIN STREET) AND SR 1152 IN NORTH SECTION OF HOLLY SPRINGS, EZ1055'PROCEED NORTH ALONG NC 55 FOR 0.45 MILES TO STATION ON LEFT ON EZ1055'NORTH SIDE OF DRIVEWAY TO ONE STORY BRICK RESIDENCE AND ON TOP EZ1055'OF A 10 FT CUT, 54.9 FT W OF C/L OF NC 55, 14.6 FT N OF C/L OF EZ1055'DRIVEWAY, 83.3 FT NE OF NE CORNER OF BRICK RESIDENCE, 29.7 FT E OF EZ1055'6 IN PINE ALONG E WOODS LINE AND W/ALUMINUM REF. TAG, AND 30.6 EZ1055'FT ESE OF 8 IN PINE ALONG E WOODS LINE AND W/ALUMINUM REF. TAG. EZ1055'DISK IS SET IN CONCRETE CYLINDER 3 INCHES BELOW THE SURFACE OF EZ1055'THE GROUND. EZ1055 EZ1055 STATION RECOVERY (1979) EZ1055 EZ1055'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (ARB) EZ1055'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ1055 EZ1055 STATION RECOVERY (2005) EZ1055 EZ1055'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ1055'AREA DISTURBED BY CONSTRUCTION OF COMMERCIAL BUILDINGS AND DRIVEWAYS. EZ1055'ORIGINAL REFERENCES NO LONGER VALID. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6632 *********************************************************************** EZ6632 DESIGNATION - AMOS EZ6632 PID - EZ6632 EZ6632 STATE/COUNTY- NC/WAKE EZ6632 USGS QUAD - FUQUAY-VARINA (1993) EZ6632 EZ6632 *CURRENT SURVEY CONTROL EZ6632 ___________________________________________________________________ EZ6632* NAD 83(1986)- 35 33 32.62640(N) 078 48 27.40496(W) ADJUSTED EZ6632* NAVD 88 - 103.9 (meters) 341. (feet) VERTCON EZ6632 ___________________________________________________________________ EZ6632 LAPLACE CORR- -4.85 (seconds) DEFLEC99 EZ6632 GEOID HEIGHT- -32.73 (meters) GEOID03 EZ6632 EZ6632 HORZ ORDER - SECOND EZ6632 EZ6632.The North Carolina HARNS have been completed but, EZ6632.due to contractual restrictions, coordinates for these stations EZ6632.will NOT be published in the near future. In the interim, the EZ6632.published coordinates in North Carolina will not be EZ6632.consistent with the Continuously Operating Reference Stations EZ6632.(CORS). The HARN coordinates for these stations are available EZ6632.upon request. Contact Gary Thompson(919-733-3836). EZ6632. EZ6632.In addition, the published North Carolina positions EZ6632.(NAD 83 (1986)) are NOT consistent with those determined in EZ6632.adjacent state readjustments. The discontinuity between stations EZ6632.located in North Carolina and those in adjacent states EZ6632.which have been adjusted to the HARN may be as much as 5 EZ6632.decimeters. This will result in a significant loss of accuracy EZ6632.over lines crossing such state borders. EZ6632 EZ6632 EZ6632.The horizontal coordinates were established by classical geodetic methods EZ6632.and adjusted by the National Geodetic Survey in March 1993. EZ6632 EZ6632.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6632 EZ6632.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6632 EZ6632.The geoid height was determined by GEOID03. EZ6632 EZ6632; North East Units Scale Factor Converg. EZ6632;SPC NC - 200,697.513 627,041.652 MT 0.99988693 +0 06 39.7 EZ6632;SPC NC - 658,455.09 2,057,219.15 sFT 0.99988693 +0 06 39.7 EZ6632;UTM 17 - 3,937,255.334 698,704.590 MT 1.00008658 +1 16 31.4 EZ6632 EZ6632! - Elev Factor x Scale Factor = Combined Factor EZ6632!SPC NC - 0.99998884 x 0.99988693 = 0.99987577 EZ6632!UTM 17 - 0.99998884 x 1.00008658 = 1.00007542 EZ6632 EZ6632 SUPERSEDED SURVEY CONTROL EZ6632 EZ6632 NGVD 29 (03/10/93) 104.1 (m) 342. (f) VERT ANG EZ6632 EZ6632.Superseded values are not recommended for survey control. EZ6632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6632.See file dsdata.txt to determine how the superseded data were derived. EZ6632 EZ6632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9870537255(NAD 83) EZ6632_MARKER: DE = TRAVERSE STATION DISK EZ6632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6632_SP_SET: CONCRETE POST EZ6632_STAMPING: AMOS 1983 EZ6632_MARK LOGO: NCGS EZ6632_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ6632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6632+STABILITY: SURFACE MOTION EZ6632 EZ6632 HISTORY - Date Condition Report By EZ6632 HISTORY - 1983 MONUMENTED NCGS EZ6632 EZ6632 STATION DESCRIPTION EZ6632 EZ6632'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 EZ6632'STATION IS LOCATED APPROXIMATELY 2.9 KM (1.8 MI) SOUTH-SOUTHWEST OF EZ6632'FUQUAY VARINA. EZ6632'ALONG US 401 (MAIN ST) 3.0 KM (1.85 MI) SOUTH FROM THE INTERSECTION EZ6632'WITH NC 42 (ACADEMY ST), OR 1.0 KM (0.6 MI) NORTH OF THE WAKE-HARNETT EZ6632'COUNTY LINE, ON PROLONGATION OF NORTH SIDE OF CAR PORT OF WHITE BRICK EZ6632'HOME. EZ6632'THE STATION IS A STANDARD NCGS DISK STAMPED---AMOS 1983---, SET INTO EZ6632'THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER RECESSED 15 CM EZ6632'BELOW GROUND. LOCATED 5.33 METERS (17.5 FT) EAST-SOUTHEAST FROM THE EZ6632'CENTERLINE OF HIGHWAY, 46.6 METERS (153 FT) NORTH-NORTHEAST OF EZ6632'CENTERLINE OF SOUTH CONCRETE DRIVEWAY, 9.20 METERS (30.2 FT) SOUTHWEST EZ6632'FROM THE NORTHWEST CORNER OF SOUTH BRICK PILLAR OF DRIVE, 10.0 METERS EZ6632'(32.8 FT) SOUTH FROM THE CENTERLINE OF NORTH CONCRETE DRIVE TO HOME, EZ6632'17.77 METERS (58.3 FT) SOUTH-SOUTHEAST FROM A POWER POLE WITH EZ6632'REFERENCE TAG, AND 10.73 METERS (35.2 FT) SOUTHEAST FROM THE SOUTH END EZ6632'OF CULVERT ASPHALT DRIVE WEST. EZ6632'FUQUAY VARINA SOUTHWEST TANK IS VISIABLE AS AZIMUTH ABOUT 1.3 MILES EZ6632'NORTHWEST OF STATION. EZ6632'STATION IS LEVEL WITH HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2496 *********************************************************************** EZ2496 DESIGNATION - AMSBURY EZ2496 PID - EZ2496 EZ2496 STATE/COUNTY- NC/WAKE EZ2496 USGS QUAD - RALEIGH EAST (1993) EZ2496 EZ2496 *CURRENT SURVEY CONTROL EZ2496 ___________________________________________________________________ EZ2496* NAD 83(1986)- 35 47 54.20898(N) 078 33 31.71061(W) ADJUSTED EZ2496* NAVD 88 - 81.911 (meters) 268.74 (feet) ADJUSTED EZ2496 ___________________________________________________________________ EZ2496 LAPLACE CORR- -7.76 (seconds) DEFLEC99 EZ2496 GEOID HEIGHT- -33.24 (meters) GEOID03 EZ2496 DYNAMIC HT - 81.840 (meters) 268.50 (feet) COMP EZ2496 MODELED GRAV- 979,760.5 (mgal) NAVD 88 EZ2496 EZ2496 HORZ ORDER - SECOND EZ2496 VERT ORDER - SECOND CLASS II EZ2496 EZ2496.The North Carolina HARNS have been completed but, EZ2496.due to contractual restrictions, coordinates for these stations EZ2496.will NOT be published in the near future. In the interim, the EZ2496.published coordinates in North Carolina will not be EZ2496.consistent with the Continuously Operating Reference Stations EZ2496.(CORS). The HARN coordinates for these stations are available EZ2496.upon request. Contact Gary Thompson(919-733-3836). EZ2496. EZ2496.In addition, the published North Carolina positions EZ2496.(NAD 83 (1986)) are NOT consistent with those determined in EZ2496.adjacent state readjustments. The discontinuity between stations EZ2496.located in North Carolina and those in adjacent states EZ2496.which have been adjusted to the HARN may be as much as 5 EZ2496.decimeters. This will result in a significant loss of accuracy EZ2496.over lines crossing such state borders. EZ2496 EZ2496 EZ2496.The horizontal coordinates were established by classical geodetic methods EZ2496.and adjusted by the National Geodetic Survey in July 1986. EZ2496 EZ2496.The orthometric height was determined by differential leveling EZ2496.and adjusted by the National Geodetic Survey in June 1991. EZ2496 EZ2496.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2496 EZ2496.The geoid height was determined by GEOID03. EZ2496 EZ2496.The dynamic height is computed by dividing the NAVD 88 EZ2496.geopotential number by the normal gravity value computed on the EZ2496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2496.degrees latitude (g = 980.6199 gals.). EZ2496 EZ2496.The modeled gravity was interpolated from observed gravity values. EZ2496 EZ2496; North East Units Scale Factor Converg. EZ2496;SPC NC - 227,320.826 649,478.274 MT 0.99991800 +0 15 16.7 EZ2496;SPC NC - 745,801.74 2,130,829.97 sFT 0.99991800 +0 15 16.7 EZ2496;UTM 17 - 3,964,337.364 720,598.682 MT 1.00019969 +1 25 42.7 EZ2496 EZ2496! - Elev Factor x Scale Factor = Combined Factor EZ2496!SPC NC - 0.99999236 x 0.99991800 = 0.99991036 EZ2496!UTM 17 - 0.99999236 x 1.00019969 = 1.00019205 EZ2496 EZ2496|---------------------------------------------------------------------| EZ2496| PID Reference Object Distance Geod. Az | EZ2496| dddmmss.s | EZ2496| EZ5075 MOBILE 376.357 METERS 27445 | EZ2496|---------------------------------------------------------------------| EZ2496 EZ2496 SUPERSEDED SURVEY CONTROL EZ2496 EZ2496 NAD 27 - 35 47 53.67428(N) 078 33 32.69703(W) AD( ) 2 EZ2496 NGVD 29 (??/??/92) 82.189 (m) 269.65 (f) ADJ UNCH 2 2 EZ2496 EZ2496.Superseded values are not recommended for survey control. EZ2496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2496.See file dsdata.txt to determine how the superseded data were derived. EZ2496 EZ2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2059964337(NAD 83) EZ2496_MARKER: DE = TRAVERSE STATION DISK EZ2496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2496_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2496_STAMPING: AMSBURY 1965 EZ2496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2496+STABILITY: SURFACE MOTION EZ2496 EZ2496 HISTORY - Date Condition Report By EZ2496 HISTORY - 1965 MONUMENTED NCGS EZ2496 HISTORY - 1976 GOOD NCGS EZ2496 HISTORY - 20040806 MARK NOT FOUND USPSQD EZ2496 EZ2496 STATION DESCRIPTION EZ2496 EZ2496'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ2496'AMSBURY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2496'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ2496' EZ2496'AMSBURY IS 4.7 MILES ENE OF RALEIGH AND 4.5 MILES WNW OF EZ2496'KNIGHTDALE. LOCATED 1.45 MILES ENE ALONG U.S. 64 FROM BRIDGE EZ2496'ON U.S. 64 OVER BELTLINE (BYPASS). 0.3 MILES E OF SR EZ2496'2036. 0.3 MILES W OF SR 2216. AT THE SW CORNER OF PASTURE AT EZ2496'AMSBURY HOUSE AND ON N SIDE OF U.S. 64. EZ2496' EZ2496'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2496'AMSBURY 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ2496'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2496' EZ2496'MARK IS EZ2496' EZ2496'49.5 FT N OF C/L OF W BOUND LANE EZ2496' EZ2496'38.0 FT N OF YELLOW ARROW PAINTED ON W BOUND LANE EZ2496' EZ2496'6.7 FT S OF PP WITH ALUMINUM REF. TAG EZ2496' EZ2496'23.0 FT W OF 3RD POST FROM CORNER WITH ALUMINUM REF. TAG EZ2496' EZ2496'28.4 FT NW OF C/L OF DRAIN COVER EZ2496' EZ2496'15.1 FT E OF C/L OF DRIVEWAY EZ2496' EZ2496'8.5 FT W OF FENCE POST WITH ALUMINUM REF. TAG EZ2496' EZ2496'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ2496 EZ2496 STATION RECOVERY (1976) EZ2496 EZ2496'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2496'4.7 MI E FROM RALEIGH. EZ2496'TO REACH STATION FROM THE NEW BERN AVE. OVERPASS OF THE BELTLINE, EZ2496'PROCEED EAST ALONG US 64 (NEW BERN AVE.) FOR 1.45 MILES TO STATION ON EZ2496'LEFT AT THE SOUTHWEST CORNER OF A PASTURE AT THE AMSBURY RESIDENCE, EZ2496'1.25 MILE WEST OF THE NEUSE RIVER BRIDGE. 50.1 FT. N OF CENTERLINE OF EZ2496'WEST BOUND LANE, 13.5 FT. E OF CENTERLINE OF DRIVEWAY, 3.0 FT. S OF EZ2496'POWER POLE WITH ALUMINUM REF. TAG, 7.8 FT. W OF FENCE POST WITH EZ2496'ALUMINUM REF. TAG, AND 27.4 FT. NW OF CENTERLINE OF DRAIN COVER. DISK EZ2496'IS SET IN THE TOP OF CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH EZ2496'THE SURFACE OF THE GROUND. EZ2496 EZ2496 STATION RECOVERY (2004) EZ2496 EZ2496'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM) EZ2496'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0931 *********************************************************************** EZ0931 DESIGNATION - ANCHOR EZ0931 PID - EZ0931 EZ0931 STATE/COUNTY- NC/WAKE EZ0931 USGS QUAD - CARY (1993) EZ0931 EZ0931 *CURRENT SURVEY CONTROL EZ0931 ___________________________________________________________________ EZ0931* NAD 83(1986)- 35 49 48.75056(N) 078 49 00.34338(W) ADJUSTED EZ0931* NAVD 88 - 88.061 (meters) 288.91 (feet) ADJUSTED EZ0931 ___________________________________________________________________ EZ0931 LAPLACE CORR- -5.94 (seconds) DEFLEC99 EZ0931 GEOID HEIGHT- -32.06 (meters) GEOID03 EZ0931 DYNAMIC HT - 87.987 (meters) 288.67 (feet) COMP EZ0931 MODELED GRAV- 979,793.2 (mgal) NAVD 88 EZ0931 EZ0931 HORZ ORDER - SECOND EZ0931 VERT ORDER - SECOND CLASS 0 EZ0931 EZ0931.The North Carolina HARNS have been completed but, EZ0931.due to contractual restrictions, coordinates for these stations EZ0931.will NOT be published in the near future. In the interim, the EZ0931.published coordinates in North Carolina will not be EZ0931.consistent with the Continuously Operating Reference Stations EZ0931.(CORS). The HARN coordinates for these stations are available EZ0931.upon request. Contact Gary Thompson(919-733-3836). EZ0931. EZ0931.In addition, the published North Carolina positions EZ0931.(NAD 83 (1986)) are NOT consistent with those determined in EZ0931.adjacent state readjustments. The discontinuity between stations EZ0931.located in North Carolina and those in adjacent states EZ0931.which have been adjusted to the HARN may be as much as 5 EZ0931.decimeters. This will result in a significant loss of accuracy EZ0931.over lines crossing such state borders. EZ0931 EZ0931 EZ0931.The horizontal coordinates were established by classical geodetic methods EZ0931.and adjusted by the National Geodetic Survey in July 1986. EZ0931 EZ0931.The orthometric height was determined by differential leveling EZ0931.and adjusted by the National Geodetic Survey in June 1991. EZ0931 EZ0931.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0931 EZ0931.The geoid height was determined by GEOID03. EZ0931 EZ0931.The dynamic height is computed by dividing the NAVD 88 EZ0931.geopotential number by the normal gravity value computed on the EZ0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0931.degrees latitude (g = 980.6199 gals.). EZ0931 EZ0931.The modeled gravity was interpolated from observed gravity values. EZ0931 EZ0931; North East Units Scale Factor Converg. EZ0931;SPC NC - 230,777.497 626,156.695 MT 0.99992345 +0 06 20.7 EZ0931;SPC NC - 757,142.50 2,054,315.76 sFT 0.99992345 +0 06 20.7 EZ0931;UTM 17 - 3,967,316.414 697,206.122 MT 1.00007924 +1 16 42.4 EZ0931 EZ0931! - Elev Factor x Scale Factor = Combined Factor EZ0931!SPC NC - 0.99999121 x 0.99992345 = 0.99991466 EZ0931!UTM 17 - 0.99999121 x 1.00007924 = 1.00007045 EZ0931 EZ0931: Primary Azimuth Mark Grid Az EZ0931:SPC NC - BRACE 028 56 12.4 EZ0931:UTM 17 - BRACE 027 45 50.7 EZ0931 EZ0931|---------------------------------------------------------------------| EZ0931| PID Reference Object Distance Geod. Az | EZ0931| dddmmss.s | EZ0931| EZ0932 BRACE APPROX. 0.8 KM 0290233.1 | EZ0931|---------------------------------------------------------------------| EZ0931 EZ0931 SUPERSEDED SURVEY CONTROL EZ0931 EZ0931 NAD 27 - 35 49 48.22444(N) 078 49 01.32386(W) AD( ) 2 EZ0931 NGVD 29 (??/??/92) 88.32 (m) 289.8 (f) COMPUTED 2 0 EZ0931 EZ0931.Superseded values are not recommended for survey control. EZ0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0931.See file dsdata.txt to determine how the superseded data were derived. EZ0931 EZ0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9720667316(NAD 83) EZ0931_MARKER: DE = TRAVERSE STATION DISK EZ0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0931_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0931_STAMPING: ANCHOR 1967 EZ0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0931+STABILITY: SURFACE MOTION EZ0931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ0931+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2004 EZ0931 EZ0931 HISTORY - Date Condition Report By EZ0931 HISTORY - 1967 MONUMENTED NCGS EZ0931 HISTORY - 1973 GOOD NCGS EZ0931 HISTORY - 1982 GOOD NC-183 EZ0931 HISTORY - 19910424 GOOD USPSQD EZ0931 HISTORY - 20040611 GOOD USPSQD EZ0931 EZ0931 STATION DESCRIPTION EZ0931 EZ0931'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ0931'ANCHOR IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ0931'IN THE VICINITY OF MORRISVILLE, NORTH CAROLINA. EZ0931' EZ0931'ANCHOR IS LOCATED APPROXIMATELY 0.8 MILES EAST OF MORRISVILLE EZ0931'AND 3.4 MILES SW OF RALEIGH-DURHAM AIRPORT. TO REACH STATION EZ0931'PROCEED FROM THE INTERSECTION OF SR 1002 E WITH NC 54 IN EZ0931'MORRISVILLE. GO EASTERLY ON SR 1002 FOR 0.75 MILES TO EZ0931'STATION. STATION IS ON THE SOUTHEAST BANK OF SR 1002 AT EDGE EZ0931'OF WOODS DIRECTLY IN FRONT OF A GREEN FRAME HOUSE LOCATED ON EZ0931'THE NORTHWEST SIDE OF SR 1002. EZ0931' EZ0931'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0931'ANCHOR 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ0931'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0931' EZ0931'MARK IS EZ0931' EZ0931'31.6 FT SE OF C/L OF SR 1002 EZ0931' EZ0931'17.0 FT WNW OF 6 INCH OAK TREE WITH ALUMINUM REF. TAG EZ0931' EZ0931'21.0 FT NW OF 6 INCH OAK TREE WITH ALUMINUM REF. TAG EZ0931' EZ0931'48.5 FT NE OF TP WITH ALUMINUM REF. TAG EZ0931' EZ0931'82.5 FT SE OF PP 8 WITH TRANSFORMER AND ALUMINUM REF. TAG EZ0931 EZ0931 STATION RECOVERY (1973) EZ0931 EZ0931'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0931'0.7 MI NE FROM MORRISVILLE. EZ0931'ANCHOR IS LOCATED APPROXIMATELY 10.8 MILES WNW OF CAPITOL SQUARE EZ0931'IN RALEIGH. TO REACH STATION FROM THE INTERSECTION OF NC 54 AND EZ0931'SR 1002 IN MORRISVILLE, PROCEED EASTERLY ALONG SR 1002 FOR 0.75 EZ0931'MILES TO STATION ON THE RIGHT, DIRECTLY IN FRONT OF A SHINGLED EZ0931'HOUSE, 01.20 MILES SW OF STIRRUP CREEK, AND 01.80 MILES SW OF EZ0931'I-40, 31.6 FT SE OF C/L OF SR 1002, 74.5 FT E OF NE END OF CULVERT EZ0931'UNDER DRIVEWAY TO SHINGLED HOUSE, 48.5 FT NE OF TP WITH ALUMINUM EZ0931'REF. TAG, 82.5 FT SE OF PP WITH TRANSFORMER AND WITH ALUMINUM REF. EZ0931'TAG, 16.6 FT W OF 6 IN OAK WITH ALUMINUM REF. TAG, AND 20.5 FT NW EZ0931'OF 6 IN OAK WITH ALUMINUM REF. TAG. DISK IS SET IN CYLINDER SET EZ0931'FLUSH WITH THE GROUND. EZ0931 EZ0931 STATION RECOVERY (1982) EZ0931 EZ0931'RECOVERY NOTE BY WAKE COUNTY NORTH CAROLINA 1982 (DHC) EZ0931'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ0931 EZ0931 STATION RECOVERY (1991) EZ0931 EZ0931'RECOVERY NOTE BY US POWER SQUADRON 1991 (GS) EZ0931'RECOVERED IN GOOD CONDITION. EZ0931 EZ0931 STATION RECOVERY (2004) EZ0931 EZ0931'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN) EZ0931'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6530 *********************************************************************** EZ6530 DESIGNATION - ANDERSON EZ6530 PID - EZ6530 EZ6530 STATE/COUNTY- NC/WAKE EZ6530 USGS QUAD - RALEIGH WEST (1988) EZ6530 EZ6530 *CURRENT SURVEY CONTROL EZ6530 ___________________________________________________________________ EZ6530* NAD 83(1986)- 35 48 48.37232(N) 078 39 05.02527(W) ADJUSTED EZ6530* NAVD 88 - 110.4 (meters) 362. (feet) VERTCON EZ6530 ___________________________________________________________________ EZ6530 LAPLACE CORR- -7.27 (seconds) DEFLEC99 EZ6530 GEOID HEIGHT- -32.77 (meters) GEOID03 EZ6530 EZ6530 HORZ ORDER - SECOND EZ6530 EZ6530.The North Carolina HARNS have been completed but, EZ6530.due to contractual restrictions, coordinates for these stations EZ6530.will NOT be published in the near future. In the interim, the EZ6530.published coordinates in North Carolina will not be EZ6530.consistent with the Continuously Operating Reference Stations EZ6530.(CORS). The HARN coordinates for these stations are available EZ6530.upon request. Contact Gary Thompson(919-733-3836). EZ6530. EZ6530.In addition, the published North Carolina positions EZ6530.(NAD 83 (1986)) are NOT consistent with those determined in EZ6530.adjacent state readjustments. The discontinuity between stations EZ6530.located in North Carolina and those in adjacent states EZ6530.which have been adjusted to the HARN may be as much as 5 EZ6530.decimeters. This will result in a significant loss of accuracy EZ6530.over lines crossing such state borders. EZ6530 EZ6530 EZ6530.The horizontal coordinates were established by classical geodetic methods EZ6530.and adjusted by the National Geodetic Survey in December 1992. EZ6530 EZ6530.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6530 EZ6530.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6530 EZ6530.The geoid height was determined by GEOID03. EZ6530 EZ6530; North East Units Scale Factor Converg. EZ6530;SPC NC - 228,956.757 641,103.947 MT 0.99992054 +0 12 04.3 EZ6530;SPC NC - 751,168.96 2,103,355.20 sFT 0.99992054 +0 12 04.3 EZ6530;UTM 17 - 3,965,801.788 712,190.433 MT 1.00015484 +1 22 29.3 EZ6530 EZ6530! - Elev Factor x Scale Factor = Combined Factor EZ6530!SPC NC - 0.99998781 x 0.99992054 = 0.99990835 EZ6530!UTM 17 - 0.99998781 x 1.00015484 = 1.00014265 EZ6530 EZ6530 SUPERSEDED SURVEY CONTROL EZ6530 EZ6530 NGVD 29 (12/28/92) 110.7 (m) 363. (f) VERT ANG EZ6530 EZ6530.Superseded values are not recommended for survey control. EZ6530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6530.See file dsdata.txt to determine how the superseded data were derived. EZ6530 EZ6530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1219065802(NAD 83) EZ6530_MARKER: DE = TRAVERSE STATION DISK EZ6530_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN EZ6530+WITH SETTING: PAVEMENT EZ6530_MAGNETIC: N = NO MAGNETIC MATERIAL EZ6530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6530+STABILITY: SURFACE MOTION EZ6530 EZ6530 HISTORY - Date Condition Report By EZ6530 HISTORY - 1983 MONUMENTED NCGS EZ6530 EZ6530 STATION DESCRIPTION EZ6530 EZ6530'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG) EZ6530'THE STATION IS LOCATED ABOUT 3.9 KM (2.4 MI) EZ6530'NORTH-NORTHWEST OF THE STATE CAPITOL IN RALEIGH. EZ6530' EZ6530'TO REACH THE STATION FROM THE GLENWOOD AVENUE UNDERPASS OF US 1, US EZ6530'64, GO SOUTHEAST FOR 3.2 KM (2.0 MI) ON GLENWOOD AVENUE TO THE EZ6530'STATION IN THE NORTHEAST QUADRANT OF THE INTERSECTION WITH ANDERSON EZ6530'DRIVE AND SAINT MARYS STREET IN SIDEWALK. EZ6530' EZ6530'THE STATION IS A STANDARD NCGS DISK EZ6530'STAMPED---ANDERSON 1983---, EZ6530'SET INTO DRILLED HOLE, EZ6530'1.10 METERS (3.6 FT) EAST-NORTHEAST FROM THE CURB OF GLENWOOD EZ6530'AVENUE, EZ6530'1.31 METERS (4.3 FT) WEST-SOUTHWEST FROM AN 8 FOOT STONE RETAINING EZ6530'WALL, EZ6530'7.50 METERS (24.6 FT) SOUTH FROM A WOOD BUS STOP BENCH WITH EZ6530'REFERENCE TAG AND EZ6530'2.96 METERS (9.7 FT) NORTH FROM A TELEPHONE MAN HOLE COVER. EZ6530' EZ6530'THE MARK IS LEVEL WITH HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5395 *********************************************************************** EZ5395 DESIGNATION - ANGUS EZ5395 PID - EZ5395 EZ5395 STATE/COUNTY- NC/WAKE EZ5395 USGS QUAD - SOUTHEAST DURHAM (1993) EZ5395 EZ5395 *CURRENT SURVEY CONTROL EZ5395 ___________________________________________________________________ EZ5395* NAD 83(1986)- 35 54 05.90304(N) 078 45 58.03507(W) ADJUSTED EZ5395* NAVD 88 - 112.2 (meters) 368. (feet) VERTCON EZ5395 ___________________________________________________________________ EZ5395 LAPLACE CORR- -6.09 (seconds) DEFLEC99 EZ5395 GEOID HEIGHT- -32.07 (meters) GEOID03 EZ5395 EZ5395 HORZ ORDER - SECOND EZ5395 EZ5395.The North Carolina HARNS have been completed but, EZ5395.due to contractual restrictions, coordinates for these stations EZ5395.will NOT be published in the near future. In the interim, the EZ5395.published coordinates in North Carolina will not be EZ5395.consistent with the Continuously Operating Reference Stations EZ5395.(CORS). The HARN coordinates for these stations are available EZ5395.upon request. Contact Gary Thompson(919-733-3836). EZ5395. EZ5395.In addition, the published North Carolina positions EZ5395.(NAD 83 (1986)) are NOT consistent with those determined in EZ5395.adjacent state readjustments. The discontinuity between stations EZ5395.located in North Carolina and those in adjacent states EZ5395.which have been adjusted to the HARN may be as much as 5 EZ5395.decimeters. This will result in a significant loss of accuracy EZ5395.over lines crossing such state borders. EZ5395 EZ5395 EZ5395.The horizontal coordinates were established by classical geodetic methods EZ5395.and adjusted by the National Geodetic Survey in July 1986. EZ5395 EZ5395.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5395 EZ5395.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5395 EZ5395.The geoid height was determined by GEOID03. EZ5395 EZ5395; North East Units Scale Factor Converg. EZ5395;SPC NC - 238,712.294 630,713.427 MT 0.99993680 +0 08 06.0 EZ5395;SPC NC - 783,175.25 2,069,265.64 sFT 0.99993680 +0 08 06.0 EZ5395;UTM 17 - 3,975,344.194 701,600.022 MT 1.00010083 +1 18 37.4 EZ5395 EZ5395! - Elev Factor x Scale Factor = Combined Factor EZ5395!SPC NC - 0.99998742 x 0.99993680 = 0.99992422 EZ5395!UTM 17 - 0.99998742 x 1.00010083 = 1.00008824 EZ5395 EZ5395: Primary Azimuth Mark Grid Az EZ5395:SPC NC - OPTICAL 130 02 30.9 EZ5395:UTM 17 - OPTICAL 128 51 59.5 EZ5395 EZ5395|---------------------------------------------------------------------| EZ5395| PID Reference Object Distance Geod. Az | EZ5395| dddmmss.s | EZ5395| EZ5382 OPTICAL APPROX. 1.2 KM 1301036.9 | EZ5395|---------------------------------------------------------------------| EZ5395 EZ5395 SUPERSEDED SURVEY CONTROL EZ5395 EZ5395 NAD 27 - 35 54 05.37898(N) 078 45 59.01321(W) AD( ) 2 EZ5395 NGVD 29 (07/19/86) 112.5 (m) 369. (f) VERT ANG EZ5395 EZ5395.Superseded values are not recommended for survey control. EZ5395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5395.See file dsdata.txt to determine how the superseded data were derived. EZ5395 EZ5395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0160075344(NAD 83) EZ5395_MARKER: DE = TRAVERSE STATION DISK EZ5395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5395_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5395_STAMPING: ANGUS 1961 EZ5395_MARK LOGO: NCGS EZ5395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5395+STABILITY: SURFACE MOTION EZ5395 EZ5395 HISTORY - Date Condition Report By EZ5395 HISTORY - 1961 MONUMENTED NCGS EZ5395 HISTORY - 20030307 MARK NOT FOUND USPSQD EZ5395 EZ5395 STATION DESCRIPTION EZ5395 EZ5395'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ5395'ANGUS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5395'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5395' EZ5395'ANGUS IS 11.1 MILES WNW OF RALEIGH. LOCATED 5.3 MILES W ON EZ5395'U.S. 70 TO BRIDGE OVER CRABTREE CREEK, CONTINUE ON U.S. 70 FOR EZ5395'7.2 MILES TO STATION AT THE INTERSECTION OF U.S. 70 AND EZ5395'RALEIGH DURHAM AIRPORT RD. (SR 1002). EZ5395' EZ5395'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5395'ANGUS 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5395'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ5395' EZ5395'MARK IS EZ5395' EZ5395'74.0 FT SW OF C/L OF CROSSOVER EZ5395' EZ5395'101.0 FT SE OF WHITE LOUVERED BOX 2 FT X 2 FT CONTAINING EZ5395'WEATHER INSTRUMENTS EZ5395' EZ5395'9.2 FT N OF EDGE OF E LANE OF U.S. 70 EZ5395 EZ5395 STATION RECOVERY (2003) EZ5395 EZ5395'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ5395'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0944 *********************************************************************** EZ0944 DESIGNATION - ANGUS 2 EZ0944 PID - EZ0944 EZ0944 STATE/COUNTY- NC/WAKE EZ0944 USGS QUAD - SOUTHEAST DURHAM (1993) EZ0944 EZ0944 *CURRENT SURVEY CONTROL EZ0944 ___________________________________________________________________ EZ0944* NAD 83(1986)- 35 54 05.96473(N) 078 45 57.85306(W) ADJUSTED EZ0944* NAVD 88 - 111.968 (meters) 367.35 (feet) ADJUSTED EZ0944 ___________________________________________________________________ EZ0944 LAPLACE CORR- -6.09 (seconds) DEFLEC99 EZ0944 GEOID HEIGHT- -32.07 (meters) GEOID03 EZ0944 DYNAMIC HT - 111.873 (meters) 367.04 (feet) COMP EZ0944 MODELED GRAV- 979,787.1 (mgal) NAVD 88 EZ0944 EZ0944 HORZ ORDER - SECOND EZ0944 VERT ORDER - SECOND CLASS 0 EZ0944 EZ0944.The North Carolina HARNS have been completed but, EZ0944.due to contractual restrictions, coordinates for these stations EZ0944.will NOT be published in the near future. In the interim, the EZ0944.published coordinates in North Carolina will not be EZ0944.consistent with the Continuously Operating Reference Stations EZ0944.(CORS). The HARN coordinates for these stations are available EZ0944.upon request. Contact Gary Thompson(919-733-3836). EZ0944. EZ0944.In addition, the published North Carolina positions EZ0944.(NAD 83 (1986)) are NOT consistent with those determined in EZ0944.adjacent state readjustments. The discontinuity between stations EZ0944.located in North Carolina and those in adjacent states EZ0944.which have been adjusted to the HARN may be as much as 5 EZ0944.decimeters. This will result in a significant loss of accuracy EZ0944.over lines crossing such state borders. EZ0944 EZ0944 EZ0944.The horizontal coordinates were established by classical geodetic methods EZ0944.and adjusted by the National Geodetic Survey in July 1986. EZ0944 EZ0944.The orthometric height was determined by differential leveling EZ0944.and adjusted by the National Geodetic Survey in June 1991. EZ0944 EZ0944.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0944 EZ0944.The geoid height was determined by GEOID03. EZ0944 EZ0944.The dynamic height is computed by dividing the NAVD 88 EZ0944.geopotential number by the normal gravity value computed on the EZ0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0944.degrees latitude (g = 980.6199 gals.). EZ0944 EZ0944.The modeled gravity was interpolated from observed gravity values. EZ0944 EZ0944; North East Units Scale Factor Converg. EZ0944;SPC NC - 238,714.207 630,717.987 MT 0.99993680 +0 08 06.1 EZ0944;SPC NC - 783,181.53 2,069,280.60 sFT 0.99993680 +0 08 06.1 EZ0944;UTM 17 - 3,975,346.200 701,604.542 MT 1.00010085 +1 18 37.5 EZ0944 EZ0944! - Elev Factor x Scale Factor = Combined Factor EZ0944!SPC NC - 0.99998746 x 0.99993680 = 0.99992426 EZ0944!UTM 17 - 0.99998746 x 1.00010085 = 1.00008831 EZ0944 EZ0944: Primary Azimuth Mark Grid Az EZ0944:SPC NC - TEAMSTER 228 40 49.2 EZ0944:UTM 17 - TEAMSTER 227 30 17.8 EZ0944 EZ0944|---------------------------------------------------------------------| EZ0944| PID Reference Object Distance Geod. Az | EZ0944| dddmmss.s | EZ0944| EZ0943 TEAMSTER APPROX. 0.5 KM 2284855.3 | EZ0944|---------------------------------------------------------------------| EZ0944 EZ0944 SUPERSEDED SURVEY CONTROL EZ0944 EZ0944 NAD 27 - 35 54 05.44074(N) 078 45 58.83039(W) AD( ) 2 EZ0944 NGVD 29 (??/??/92) 112.22 (m) 368.2 (f) COMPUTED 2 0 EZ0944 EZ0944.Superseded values are not recommended for survey control. EZ0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0944.See file dsdata.txt to determine how the superseded data were derived. EZ0944 EZ0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0160575346(NAD 83) EZ0944_MARKER: DE = TRAVERSE STATION DISK EZ0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0944_STAMPING: ANGUS 2 1968 EZ0944_MARK LOGO: NCGS EZ0944_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0944+STABILITY: SURFACE MOTION EZ0944 EZ0944 HISTORY - Date Condition Report By EZ0944 HISTORY - 1968 MONUMENTED NCGS EZ0944 HISTORY - 1973 GOOD NCGS EZ0944 HISTORY - 1973 GOOD NCGS EZ0944 HISTORY - 19860101 SEE DESCRIPTION NCGS EZ0944 HISTORY - 20030307 MARK NOT FOUND USPSQD EZ0944 EZ0944 STATION DESCRIPTION EZ0944 EZ0944'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EZ0944'ANGUS 2 IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ0944'ESTABLISHED IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ0944' EZ0944'ANGUS 2 IS LOCATED APPROXIMATELY 11.1 MILES NORTHWEST OF EZ0944'RALEIGH. STATION IS IN THE MEDIAN OF U.S. 70, ON NORTHEAST EZ0944'SHOULDER OF E BOUND LANE, AT THE INTERSECTION OF SR 1002 EZ0944'(RALEIGH-DURHAM AIRPORT RD.) AND U.S. 70, ON THE NORTHWEST SIDE EZ0944'OF CROSSOVER AT INTERSECTION. EZ0944' EZ0944'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0944'ANGUS 2 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ0944'OF WHICH IS 5 INCHES BELOW THE SURFACE OF THE GROUND. EZ0944' EZ0944'MARK IS EZ0944' EZ0944'24.1 FT NE OF NE EDGE OF U.S. 70 E BOUND LANE EZ0944' EZ0944'40.5 FT NW OF SW END OF TRAFFIC ISLAND IN CROSSOVER FOR EZ0944'RALEIGH-DURHAM AIRPORT RD. (SR 1002) EZ0944' EZ0944'17.8 FT N OF 4X4 POST WITH STOP SIGN ON NW SIDE OF CROSSOVER, EZ0944'AND WITH ALUMINUM REF. TAG EZ0944' EZ0944'41.2 FT NW OF 4X4 POST WITH STOP SIGN IN TRAFFIC ISLAND OF EZ0944'CROSSOVER, AND WITH ALUMINUM REF. TAG EZ0944' EZ0944'91.7 FT SW OF 4X4 POST WITH AIRPORT SIGN ON NW SIDE OF EZ0944'CROSSOVER, AND WITH ALUMINUM REF. TAG EZ0944' EZ0944'36.9 FT SW OF NW END OF CULVERT UNDER CROSSOVER EZ0944 EZ0944 STATION RECOVERY (1973) EZ0944 EZ0944'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EZ0944'GOOD. DELETE--17.8 FT N OF 4X4 STOP SIGN EZ0944 EZ0944 STATION RECOVERY (1973) EZ0944 EZ0944'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0944'6.3 MI NNE FROM MORRISVILLE. EZ0944'ANGUS 2 IS LOCATED APPROXIMATELY 11.0 MILES NW OF CAPITOL EZ0944'SQUARE IN RALEIGH. TO REACH STATION FROM INTERSECTION OF U.S. 70 EZ0944'UNDERPASS OF U.S. 1 - U.S. 64 BYPASS (BELTLINE) IN NW RALEIGH, EZ0944'PROCEED NW ALONG U.S. 70 FOR APPROXIMATELY 7.1 MILES TO INTERSECTION EZ0944'WITH SR 1002 (RDU - AIRPORT ROAD) AND STATION IN MEDIAN NW OF THE EZ0944'CROSSOVER, 2.2 MILES NNE OF THE AIRPORT TERMINAL, 24.1 FT NE OF EZ0944'NE EDGE OF U.S. 70 EAST BOUND LANE, 40.5 FT NW OF SW END OF EZ0944'TRAFFIC ISLAND IN CROSSOVER, 2.2 MILES NNE OF THE AIRPORT EZ0944'TERMINAL, 24.1 FT NE OF NE EDGE OF U.S. 70 E BOUND LANE, 40.5 FT NE EZ0944'OF SW END OF TRAFFIC ISLAND IN CROSSOVER, 36.9 FT SW OF NW END OF EZ0944'CULVERT UNDER CROSSOVER, 41.2 FT NW OF 4 X 4 STOP SIGN POST IN EZ0944'CROSSOVER ISLAND W/ALUMINUM REF. TAG, AND 91.7 FT SW OF 4 X 4 EZ0944'AIRPORT SIGN POST W/ALUMINUM REF. TAG. DISK IS SET IN CONCRETE EZ0944'CYLINDER 5 INCHES BELOW THE SURFACE OF THE GROUND. EZ0944 EZ0944 STATION RECOVERY (1986) EZ0944 EZ0944'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ0944'MARK WAS RECOVERED IN GOOD CONDITION IN JANUARY 1986 AND USED IN EZ0944'HORIZONTAL FIELD WORK. IN MAY 1986, THE DISK WAS KNOCKED OFF BY EZ0944'UNDERGROUND CABLE PLACEMENT. EZ0944 EZ0944 STATION RECOVERY (2003) EZ0944 EZ0944'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ0944'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5110 *********************************************************************** EZ5110 DESIGNATION - ANNE LAKE EZ5110 PID - EZ5110 EZ5110 STATE/COUNTY- NC/WAKE EZ5110 USGS QUAD - RALEIGH WEST (1988) EZ5110 EZ5110 *CURRENT SURVEY CONTROL EZ5110 ___________________________________________________________________ EZ5110* NAD 83(1986)- 35 52 25.03607(N) 078 43 40.29997(W) ADJUSTED EZ5110* NAVD 88 - 116.7 (meters) 383. (feet) VERTCON EZ5110 ___________________________________________________________________ EZ5110 LAPLACE CORR- -7.41 (seconds) DEFLEC99 EZ5110 GEOID HEIGHT- -32.30 (meters) GEOID03 EZ5110 EZ5110 HORZ ORDER - SECOND EZ5110 EZ5110.The North Carolina HARNS have been completed but, EZ5110.due to contractual restrictions, coordinates for these stations EZ5110.will NOT be published in the near future. In the interim, the EZ5110.published coordinates in North Carolina will not be EZ5110.consistent with the Continuously Operating Reference Stations EZ5110.(CORS). The HARN coordinates for these stations are available EZ5110.upon request. Contact Gary Thompson(919-733-3836). EZ5110. EZ5110.In addition, the published North Carolina positions EZ5110.(NAD 83 (1986)) are NOT consistent with those determined in EZ5110.adjacent state readjustments. The discontinuity between stations EZ5110.located in North Carolina and those in adjacent states EZ5110.which have been adjusted to the HARN may be as much as 5 EZ5110.decimeters. This will result in a significant loss of accuracy EZ5110.over lines crossing such state borders. EZ5110 EZ5110 EZ5110.The horizontal coordinates were established by classical geodetic methods EZ5110.and adjusted by the National Geodetic Survey in July 1986. EZ5110 EZ5110.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5110 EZ5110.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5110 EZ5110.The geoid height was determined by GEOID03. EZ5110 EZ5110; North East Units Scale Factor Converg. EZ5110;SPC NC - 235,612.456 634,175.639 MT 0.99993138 +0 09 25.5 EZ5110;SPC NC - 773,005.20 2,080,624.58 sFT 0.99993138 +0 09 25.5 EZ5110;UTM 17 - 3,972,315.480 705,125.697 MT 1.00011850 +1 19 55.0 EZ5110 EZ5110! - Elev Factor x Scale Factor = Combined Factor EZ5110!SPC NC - 0.99998675 x 0.99993138 = 0.99991813 EZ5110!UTM 17 - 0.99998675 x 1.00011850 = 1.00010525 EZ5110 EZ5110: Primary Azimuth Mark Grid Az EZ5110:SPC NC - IPI 130 02 08.2 EZ5110:UTM 17 - IPI 128 51 38.7 EZ5110 EZ5110|---------------------------------------------------------------------| EZ5110| PID Reference Object Distance Geod. Az | EZ5110| dddmmss.s | EZ5110| EZ5163 IPI APPROX. 2.0 KM 1301133.7 | EZ5110| EZ5201 KNOLL 361.810 METERS 31536 | EZ5110|---------------------------------------------------------------------| EZ5110 EZ5110 SUPERSEDED SURVEY CONTROL EZ5110 EZ5110 NAD 27 - 35 52 24.50629(N) 078 43 41.28098(W) AD( ) 2 EZ5110 NGVD 29 (07/19/86) 117.0 (m) 384. (f) VERT ANG EZ5110 EZ5110.Superseded values are not recommended for survey control. EZ5110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5110.See file dsdata.txt to determine how the superseded data were derived. EZ5110 EZ5110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0512672315(NAD 83) EZ5110_MARKER: DE = TRAVERSE STATION DISK EZ5110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5110_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5110_STAMPING: ANNE LAKE 1961 EZ5110_MARK LOGO: NCGS EZ5110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5110+STABILITY: SURFACE MOTION EZ5110 EZ5110 HISTORY - Date Condition Report By EZ5110 HISTORY - 1961 MONUMENTED NCGS EZ5110 EZ5110 STATION DESCRIPTION EZ5110 EZ5110'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ5110'ANNE LAKE IS A N. C. GEODETIC SURVEY TRAVERSE STATION LOCATED EZ5110'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5110' EZ5110'ANNE LAKE IS 7.9 MILES WNW OF RALEIGH. FROM CAPITOL SQUARE EZ5110'GO W ON U.S. 70 5.3 MILES TO BRIDGE OVER CRABTREE CREEK, EZ5110'CONTINUE ON U.S. 70 FOR 4.2 MILES TO STATION OR 3.0 MILES E OF EZ5110'INTERSECTION OF U.S. 70 AND THE RALEIGH-DURHAM AIRPORT RD. EZ5110' EZ5110'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5110'ANNE LAKE 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ5110'OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ5110' EZ5110'MARK IS EZ5110' EZ5110'400.0 FT E OF LAKE ANNE RD. INTERSECTION EZ5110' EZ5110'165.7 FT W OF 3 LEAD NAILS IN C/L OF CROSSOVER OF SR 1835 EZ5110' EZ5110'6.0 FT N OF EDGE OF E LANE OF U.S. 70 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5111 *********************************************************************** EZ5111 DESIGNATION - ANNE LAKE 2 EZ5111 PID - EZ5111 EZ5111 STATE/COUNTY- NC/WAKE EZ5111 USGS QUAD - RALEIGH WEST (1988) EZ5111 EZ5111 *CURRENT SURVEY CONTROL EZ5111 ___________________________________________________________________ EZ5111* NAD 83(1986)- 35 52 24.37462(N) 078 43 39.04333(W) ADJUSTED EZ5111* NAVD 88 - 114.90 (+/-2cm) 377.0 (feet) VERTCON EZ5111 ___________________________________________________________________ EZ5111 LAPLACE CORR- -7.41 (seconds) DEFLEC99 EZ5111 GEOID HEIGHT- -32.30 (meters) GEOID03 EZ5111 EZ5111 HORZ ORDER - SECOND EZ5111 VERT ORDER - THIRD ? (See Below) EZ5111 EZ5111.The North Carolina HARNS have been completed but, EZ5111.due to contractual restrictions, coordinates for these stations EZ5111.will NOT be published in the near future. In the interim, the EZ5111.published coordinates in North Carolina will not be EZ5111.consistent with the Continuously Operating Reference Stations EZ5111.(CORS). The HARN coordinates for these stations are available EZ5111.upon request. Contact Gary Thompson(919-733-3836). EZ5111. EZ5111.In addition, the published North Carolina positions EZ5111.(NAD 83 (1986)) are NOT consistent with those determined in EZ5111.adjacent state readjustments. The discontinuity between stations EZ5111.located in North Carolina and those in adjacent states EZ5111.which have been adjusted to the HARN may be as much as 5 EZ5111.decimeters. This will result in a significant loss of accuracy EZ5111.over lines crossing such state borders. EZ5111 EZ5111 EZ5111.The horizontal coordinates were established by classical geodetic methods EZ5111.and adjusted by the National Geodetic Survey in July 1986. EZ5111 EZ5111.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5111.The vertical order pertains to the NGVD 29 superseded value. EZ5111 EZ5111.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5111 EZ5111.The geoid height was determined by GEOID03. EZ5111 EZ5111; North East Units Scale Factor Converg. EZ5111;SPC NC - 235,592.157 634,207.216 MT 0.99993134 +0 09 26.2 EZ5111;SPC NC - 772,938.60 2,080,728.17 sFT 0.99993134 +0 09 26.2 EZ5111;UTM 17 - 3,972,295.829 705,157.690 MT 1.00011866 +1 19 55.7 EZ5111 EZ5111! - Elev Factor x Scale Factor = Combined Factor EZ5111!SPC NC - 0.99998704 x 0.99993134 = 0.99991838 EZ5111!UTM 17 - 0.99998704 x 1.00011866 = 1.00010569 EZ5111 EZ5111 SUPERSEDED SURVEY CONTROL EZ5111 EZ5111 NAD 27 - 35 52 23.84494(N) 078 43 40.02430(W) AD( ) 2 EZ5111 NGVD 29 (07/19/86) 115.16 (m) 377.8 (f) LEVELING 3 EZ5111 EZ5111.Superseded values are not recommended for survey control. EZ5111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5111.See file dsdata.txt to determine how the superseded data were derived. EZ5111 EZ5111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0515872296(NAD 83) EZ5111_MARKER: DE = TRAVERSE STATION DISK EZ5111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5111_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5111_STAMPING: ANNE LAKE 2 1968 EZ5111_MARK LOGO: NCGS EZ5111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5111+STABILITY: SURFACE MOTION EZ5111 EZ5111 HISTORY - Date Condition Report By EZ5111 HISTORY - 1968 MONUMENTED NCGS EZ5111 HISTORY - 1973 SEE DESCRIPTION NCGS EZ5111 EZ5111 STATION DESCRIPTION EZ5111 EZ5111'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EZ5111'ANNE LAKE 2 IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ5111'ESTABLISHED IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5111' EZ5111'ANNE LAKE 2 IS LOCATED APPROXIMATELY 7.9 MILES NORTHWEST OF EZ5111'RALEIGH. TO REACH STATION PROCEED FROM THE INTERSECTION OF U.S. EZ5111'64 AND U.S. 1 BYPASS WITH U.S. 70, GO NORTHWEST ON U.S. 70 FOR EZ5111'4.3 MILES TO INTERSECTION OF SR 1835 AND STATION. WHICH IS IN EZ5111'THE MEDIAN, ON SOUTHWEST SHOULDER OF W BOUND LANE, AT NORTHWEST EZ5111'SIDE OF CROSSOVER FOR SR 1835. EZ5111' EZ5111'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5111'ANNE LAKE 2 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE EZ5111'TOP OF WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND. EZ5111' EZ5111'MARK IS EZ5111' EZ5111'8.2 FT SW OF SW EDGE OF U.S. 70 W BOUND LANE EZ5111' EZ5111'30.3 FT NW OF C/L OF CROSSOVER AT INTERSECTION OF SR 1835 AND EZ5111'U.S. 70 EZ5111' EZ5111'10.1 FT NE OF NE EDGE OF U.S. 70 E BOUND LEFT TURN LANE EZ5111' EZ5111'84.9 FT NW OF 4X4 POST WITH ONE WAY SIGN IN MEDIAN ON SE SIDE EZ5111'OF CROSSOVER, AND WITH ALUMINUM REF. TAG EZ5111' EZ5111'2.3 FT NNW OF 4X4 POST WITH SR 1835 IN MEDIAN ON NW SIDE OF EZ5111'CROSSOVER, AND WITH ALUMINUM REF. TAG EZ5111' EZ5111'96.4 FT NW OF SE END OF CULVERT UNDER CROSSOVER EZ5111 EZ5111 STATION RECOVERY (1973) EZ5111 EZ5111'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EZ5111'CROSSOVER LANE HAS BEEN PUT IN THIS VICINITY. STATION DESTROYED. EZ5111' EZ5111'ANNE LAKE 3 1972 PLACED IN VICINITY 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0948 *********************************************************************** EZ0948 DESIGNATION - ANNE LAKE 3 EZ0948 PID - EZ0948 EZ0948 STATE/COUNTY- NC/WAKE EZ0948 USGS QUAD - RALEIGH WEST (1988) EZ0948 EZ0948 *CURRENT SURVEY CONTROL EZ0948 ___________________________________________________________________ EZ0948* NAD 83(1986)- 35 52 23.86307(N) 078 43 38.40284(W) ADJUSTED EZ0948* NAVD 88 - 114.898 (meters) 376.96 (feet) ADJUSTED EZ0948 ___________________________________________________________________ EZ0948 LAPLACE CORR- -7.42 (seconds) DEFLEC99 EZ0948 GEOID HEIGHT- -32.30 (meters) GEOID03 EZ0948 DYNAMIC HT - 114.801 (meters) 376.64 (feet) COMP EZ0948 MODELED GRAV- 979,784.4 (mgal) NAVD 88 EZ0948 EZ0948 HORZ ORDER - FIRST EZ0948 VERT ORDER - SECOND CLASS 0 EZ0948 EZ0948.The North Carolina HARNS have been completed but, EZ0948.due to contractual restrictions, coordinates for these stations EZ0948.will NOT be published in the near future. In the interim, the EZ0948.published coordinates in North Carolina will not be EZ0948.consistent with the Continuously Operating Reference Stations EZ0948.(CORS). The HARN coordinates for these stations are available EZ0948.upon request. Contact Gary Thompson(919-733-3836). EZ0948. EZ0948.In addition, the published North Carolina positions EZ0948.(NAD 83 (1986)) are NOT consistent with those determined in EZ0948.adjacent state readjustments. The discontinuity between stations EZ0948.located in North Carolina and those in adjacent states EZ0948.which have been adjusted to the HARN may be as much as 5 EZ0948.decimeters. This will result in a significant loss of accuracy EZ0948.over lines crossing such state borders. EZ0948 EZ0948 EZ0948.The horizontal coordinates were established by GPS observations EZ0948.and adjusted by the National Geodetic Survey in March 1998. EZ0948 EZ0948.The orthometric height was determined by differential leveling EZ0948.and adjusted by the National Geodetic Survey in June 1991. EZ0948 EZ0948.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0948 EZ0948.The geoid height was determined by GEOID03. EZ0948 EZ0948.The dynamic height is computed by dividing the NAVD 88 EZ0948.geopotential number by the normal gravity value computed on the EZ0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0948.degrees latitude (g = 980.6199 gals.). EZ0948 EZ0948.The modeled gravity was interpolated from observed gravity values. EZ0948 EZ0948; North East Units Scale Factor Converg. EZ0948;SPC NC - 235,576.436 634,223.325 MT 0.99993132 +0 09 26.5 EZ0948;SPC NC - 772,887.02 2,080,781.03 sFT 0.99993132 +0 09 26.5 EZ0948;UTM 17 - 3,972,280.439 705,174.121 MT 1.00011875 +1 19 56.0 EZ0948 EZ0948! - Elev Factor x Scale Factor = Combined Factor EZ0948!SPC NC - 0.99998704 x 0.99993132 = 0.99991836 EZ0948!UTM 17 - 0.99998704 x 1.00011875 = 1.00010578 EZ0948 EZ0948: Primary Azimuth Mark Grid Az EZ0948:SPC NC - EBENEZER 2 315 11 54.4 EZ0948:UTM 17 - EBENEZER 2 314 01 24.9 EZ0948 EZ0948|---------------------------------------------------------------------| EZ0948| PID Reference Object Distance Geod. Az | EZ0948| dddmmss.s | EZ0948| EZ0947 EBENEZER 2 APPROX. 1.6 KM 3152120.9 | EZ0948|---------------------------------------------------------------------| EZ0948 EZ0948 SUPERSEDED SURVEY CONTROL EZ0948 EZ0948 NAD 83(1986)- 35 52 23.86307(N) 078 43 38.40284(W) AD( ) 2 EZ0948 NAD 27 - 35 52 23.33294(N) 078 43 39.38388(W) AD( ) 2 EZ0948 NAVD 88 (08/15/00) 114.90 (m) 377.0 (f) LEVELING 3 EZ0948 NGVD 29 (??/??/92) 115.15 (m) 377.8 (f) COMPUTED 2 0 EZ0948 EZ0948.Superseded values are not recommended for survey control. EZ0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0948.See file dsdata.txt to determine how the superseded data were derived. EZ0948 EZ0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0517472280(NAD 83) EZ0948_MARKER: DH = HORIZONTAL CONTROL DISK EZ0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0948_STAMPING: ANNE LAKE 3 1972 EZ0948_MARK LOGO: NCGS EZ0948_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0948+STABILITY: SURFACE MOTION EZ0948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ0948+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2004 EZ0948 EZ0948 HISTORY - Date Condition Report By EZ0948 HISTORY - 1972 MONUMENTED NCGS EZ0948 HISTORY - 1973 GOOD NCGS EZ0948 HISTORY - 19860101 GOOD NCGS EZ0948 HISTORY - 19860101 GOOD NCGS EZ0948 HISTORY - 1988 GOOD USPSQD EZ0948 HISTORY - 19960521 GOOD NCGS EZ0948 HISTORY - 20041103 GOOD NCGS EZ0948 EZ0948 STATION DESCRIPTION EZ0948 EZ0948'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ0948'ANNE LAKE 3 IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ0948'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ0948' EZ0948'ANNE LAKE 3 IS LOCATED APPROXIMATELY 6.6 MILES NNE OF CARY, AND 8.0 EZ0948'MILES NW OF CAPITOL SQUARE IN RALEIGH. TO REACH STATION FROM THE US EZ0948'70 UNDERPASS OF US 1-US 64 BYPASS (BELTLINE) IN NW RALEIGH, PROCEED EZ0948'NW ALONG US 70 FOR APPROXIMATELY 4.2 MILES TO INTERSECTION WITH SR EZ0948'1835 AND STATION IN MEDIAN SE OF CROSSOVER, 0.2 MILES SE OF EZ0948'ENTRANCE TO LAKE ANNE, APPROXIMATELY 150 FEET NE OF TRIANGLE EZ0948'LIGHTING. EZ0948' EZ0948'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED ANNE EZ0948'LAKE 3 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ0948'IS 4 INCHES BELOW THE SURFACE OF THE GROUND. EZ0948' EZ0948'MARK IS EZ0948'25.5 FEET SW OF C/L OF US 70 WEST BOUND LANE. EZ0948'29.0 FEET NE OF C/L OF US 70 EAST BOUND LANE. EZ0948'134.7 FEET SE OF C/L OF CROSSOVER. EZ0948'22.2 FEET NW OF EAST END OF CONCRETE STORM DRAIN. EZ0948 EZ0948 STATION RECOVERY (1973) EZ0948 EZ0948'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0948'8 MI NW FROM RALEIGH. EZ0948'TO REACH STATION FROM THE U.S. 70 UNDERPASS OF U.S. 1 - U.S. 64 EZ0948'BYPASS (BELTLINE) IN NW RALEIGH, PROCEED NW ALONG U.S. 70 FOR EZ0948'APPROXIMATELY 4.2 MILES TO INTERSECTION WITH SR 1835 AND STATION EZ0948'IN MEDIAN SE OF CROSSOVER, 0.2 MILES SE OF ENTRANCE TO LAKE EZ0948'ANNE, APPROXIMATELY 150 FT NE OF TRIANGLE LIGHTING, 25.5 FT SW EZ0948'OF C/L OF U.S. 70 WEST BOUND LANE, 29.0 FT NE OF C/L OF U.S. 70 EZ0948'EAST BOUND LANE, 134.7 FT SE OF C/L OF CROSSOVER, AND 22.2 FT NW EZ0948'OF EAST END OF CONCRETE STORM DRAIN. DISK IS SET IN CONCRETE EZ0948'CYLINDER 4 INCHES BELOW THE SURFACE OF THE GROUND. EZ0948 EZ0948 STATION RECOVERY (1986) EZ0948 EZ0948'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ0948'RECOVERED AS DESCRIBED. DESCRIPTION IS ADEQUATE WITH ONE ADDITIONAL EZ0948'REFERENCE. MARK IS 41.3 M (135.5 FT) WEST OF A FIRE HYDRANT. EZ0948 EZ0948 STATION RECOVERY (1986) EZ0948 EZ0948'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ0948'RECOVERED AS DESCRIBED. EZ0948 EZ0948 STATION RECOVERY (1988) EZ0948 EZ0948'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EZ0948'RECOVERED IN GOOD CONDITION. EZ0948 EZ0948 STATION RECOVERY (1996) EZ0948 EZ0948'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG) EZ0948'RECOVERED AS DESCRIBED. EZ0948 EZ0948 STATION RECOVERY (2004) EZ0948 EZ0948'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL) EZ0948'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTIONS. MARK IS EZ0948'RECESSED 10-IN BELOW THE GROUND AND AT THE EDGE OF PAVEMENT OF TURNING EZ0948'LANE. LOCATED 137.2 FT (41.8 M) SOUTHEAST OF THE CENTERLINE OF EZ0948'CROSSOVER. THE TRIANGLE LIGHTING NOW IS THE WICKER GALLERY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6531 *********************************************************************** EZ6531 DESIGNATION - ANNEX EZ6531 PID - EZ6531 EZ6531 STATE/COUNTY- NC/WAKE EZ6531 USGS QUAD - RALEIGH WEST (1988) EZ6531 EZ6531 *CURRENT SURVEY CONTROL EZ6531 ___________________________________________________________________ EZ6531* NAD 83(1986)- 35 47 15.45639(N) 078 38 04.29451(W) ADJUSTED EZ6531* NAVD 88 - 103.5 (meters) 340. (feet) VERTCON EZ6531 ___________________________________________________________________ EZ6531 LAPLACE CORR- -7.49 (seconds) DEFLEC99 EZ6531 GEOID HEIGHT- -32.91 (meters) GEOID03 EZ6531 EZ6531 HORZ ORDER - SECOND EZ6531 EZ6531.The North Carolina HARNS have been completed but, EZ6531.due to contractual restrictions, coordinates for these stations EZ6531.will NOT be published in the near future. In the interim, the EZ6531.published coordinates in North Carolina will not be EZ6531.consistent with the Continuously Operating Reference Stations EZ6531.(CORS). The HARN coordinates for these stations are available EZ6531.upon request. Contact Gary Thompson(919-733-3836). EZ6531. EZ6531.In addition, the published North Carolina positions EZ6531.(NAD 83 (1986)) are NOT consistent with those determined in EZ6531.adjacent state readjustments. The discontinuity between stations EZ6531.located in North Carolina and those in adjacent states EZ6531.which have been adjusted to the HARN may be as much as 5 EZ6531.decimeters. This will result in a significant loss of accuracy EZ6531.over lines crossing such state borders. EZ6531 EZ6531 EZ6531.The horizontal coordinates were established by classical geodetic methods EZ6531.and adjusted by the National Geodetic Survey in December 1992. EZ6531 EZ6531.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6531 EZ6531.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6531 EZ6531.The geoid height was determined by GEOID03. EZ6531 EZ6531; North East Units Scale Factor Converg. EZ6531;SPC NC - 226,098.738 642,638.963 MT 0.99991623 +0 12 39.4 EZ6531;SPC NC - 741,792.28 2,108,391.33 sFT 0.99991623 +0 12 39.4 EZ6531;UTM 17 - 3,962,975.118 713,784.030 MT 1.00016321 +1 23 01.7 EZ6531 EZ6531! - Elev Factor x Scale Factor = Combined Factor EZ6531!SPC NC - 0.99998891 x 0.99991623 = 0.99990515 EZ6531!UTM 17 - 0.99998891 x 1.00016321 = 1.00015212 EZ6531 EZ6531 SUPERSEDED SURVEY CONTROL EZ6531 EZ6531 NGVD 29 (12/28/92) 103.8 (m) 341. (f) VERT ANG EZ6531 EZ6531.Superseded values are not recommended for survey control. EZ6531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6531.See file dsdata.txt to determine how the superseded data were derived. EZ6531 EZ6531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1378462975(NAD 83) EZ6531_MARKER: DH = HORIZONTAL CONTROL DISK EZ6531_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. EZ6531_SP_SET: SIDEWALK EZ6531_STAMPING: ANNEX 1983 EZ6531_MARK LOGO: NCGS EZ6531_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ6531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ6531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6531+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2004 EZ6531 EZ6531 HISTORY - Date Condition Report By EZ6531 HISTORY - 1983 MONUMENTED NCGS EZ6531 HISTORY - 19940831 GOOD NCGS EZ6531 HISTORY - 20040613 GOOD USPSQD EZ6531 EZ6531 STATION DESCRIPTION EZ6531 EZ6531'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG) EZ6531'THE STATION IS LOCATED ABOUT 0.9 KM (0.6 MI) EZ6531'NORTHEAST OF THE CAPITOL SQUARE IN RALEIGH. EZ6531' EZ6531'TO REACH THE STATION FROM THE POST OFFICE ON NEW BERN AVENUE GO EZ6531'NORTH FOR 0.8 KM (0.5 MI) ON PERSON STREET TO PEACE STREET AND EZ6531'STATION IN SOUTHWEST QUADRANT IN SIDEWALK. EZ6531' EZ6531'THE STATION IS A STANDARD NCGS DISK EZ6531'STAMPED---ANNEX 1983---, EZ6531'SET INTO A DRILLED HOLE, EZ6531'8.41 METERS (27.6 FT) WEST FROM THE CENTERLINE OF PERSON STREET, EZ6531'8.72 METERS (28.6 FT) SOUTH FROM THE CENTERLINE OF PEACE STREET, EZ6531'3.26 METERS (10.7 FT) NORTH-NORTHWEST FROM A TELEPHONE POLE WITH EZ6531'LAMP AND REFERENCE TAG, EZ6531'1.07 METERS (3.5 FT) NORTH-NORTHEAST FROM THE CORNER POST OF METAL EZ6531'FENCE. EZ6531' EZ6531'MARK IS ABOUT LEVEL WITH THE STREET. EZ6531 EZ6531 STATION RECOVERY (1994) EZ6531 EZ6531'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (JGG) EZ6531'RECOVERED AS DESCRIBED. LOCATED 9.1 FT (2.8 M) NORTH-NORTHWEST FROM A EZ6531'TELEPONE POLE WITH A LAMP AND REFERENCE TAG. EZ6531 EZ6531 STATION RECOVERY (2004) EZ6531 EZ6531'RECOVERY NOTE BY US POWER SQUADRON 2004 (PFM) EZ6531'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4432 *********************************************************************** EZ4432 DESIGNATION - ANTIQUE EZ4432 PID - EZ4432 EZ4432 STATE/COUNTY- NC/WAKE EZ4432 USGS QUAD - KNIGHTDALE (1993) EZ4432 EZ4432 *CURRENT SURVEY CONTROL EZ4432 ___________________________________________________________________ EZ4432* NAD 83(1986)- 35 48 20.92151(N) 078 23 40.17234(W) ADJUSTED EZ4432* NAVD 88 - 100.6 (meters) 330. (feet) VERTCON EZ4432 ___________________________________________________________________ EZ4432 LAPLACE CORR- -5.19 (seconds) DEFLEC99 EZ4432 GEOID HEIGHT- -33.85 (meters) GEOID03 EZ4432 EZ4432 HORZ ORDER - SECOND EZ4432 EZ4432.The North Carolina HARNS have been completed but, EZ4432.due to contractual restrictions, coordinates for these stations EZ4432.will NOT be published in the near future. In the interim, the EZ4432.published coordinates in North Carolina will not be EZ4432.consistent with the Continuously Operating Reference Stations EZ4432.(CORS). The HARN coordinates for these stations are available EZ4432.upon request. Contact Gary Thompson(919-733-3836). EZ4432. EZ4432.In addition, the published North Carolina positions EZ4432.(NAD 83 (1986)) are NOT consistent with those determined in EZ4432.adjacent state readjustments. The discontinuity between stations EZ4432.located in North Carolina and those in adjacent states EZ4432.which have been adjusted to the HARN may be as much as 5 EZ4432.decimeters. This will result in a significant loss of accuracy EZ4432.over lines crossing such state borders. EZ4432 EZ4432 EZ4432.The horizontal coordinates were established by classical geodetic methods EZ4432.and adjusted by the National Geodetic Survey in July 1986. EZ4432 EZ4432.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4432 EZ4432.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4432 EZ4432.The geoid height was determined by GEOID03. EZ4432 EZ4432; North East Units Scale Factor Converg. EZ4432;SPC NC - 228,222.347 664,324.797 MT 0.99991924 +0 20 58.1 EZ4432;SPC NC - 748,759.48 2,179,538.94 sFT 0.99991924 +0 20 58.1 EZ4432;UTM 17 - 3,965,543.452 735,428.381 MT 1.00028304 +1 31 30.1 EZ4432 EZ4432! - Elev Factor x Scale Factor = Combined Factor EZ4432!SPC NC - 0.99998952 x 0.99991924 = 0.99990876 EZ4432!UTM 17 - 0.99998952 x 1.00028304 = 1.00027256 EZ4432 EZ4432 SUPERSEDED SURVEY CONTROL EZ4432 EZ4432 NAD 27 - 35 48 20.36251(N) 078 23 41.16663(W) AD( ) 2 EZ4432 NGVD 29 (07/19/86) 100.9 (m) 331. (f) VERT ANG EZ4432 EZ4432.Superseded values are not recommended for survey control. EZ4432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4432.See file dsdata.txt to determine how the superseded data were derived. EZ4432 EZ4432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3542865543(NAD 83) EZ4432_MARKER: DE = TRAVERSE STATION DISK EZ4432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4432_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4432_STAMPING: ANTIQUE 1969 EZ4432_MARK LOGO: NCGS EZ4432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4432+STABILITY: SURFACE MOTION EZ4432 EZ4432 HISTORY - Date Condition Report By EZ4432 HISTORY - 1969 MONUMENTED NCGS EZ4432 HISTORY - 1973 POOR NCSHC EZ4432 EZ4432 STATION DESCRIPTION EZ4432 EZ4432'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ4432'ANTIQUE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ4432'IN THE VICINITY OF ZEBULON, NORTH CAROLINA. EZ4432' EZ4432'ANTIQUE IS LOCATED APPROXIMATELY 4.4 MILES WSW OF ZEBULON. TO EZ4432'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 64 BYPASS EZ4432'AND U.S. 64 BUSINESS, GO WEST ON U.S. 64 BYPASS FOR 3.15 MILES TO EZ4432'INTERSECTION OF U.S. 64 BYPASS AND SR 2329, CONTINUE ON U.S. 64 EZ4432'BYPASS FOR 1.4 MILES TO STATION ON SOUTH SIDE OF ROAD, EZ4432'APPROXIMATELY 500 FEET EAST OF PURE GAS STATION. EZ4432' EZ4432'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ4432'ANTIQUE 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ4432'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EZ4432' EZ4432'MARK IS EZ4432' EZ4432'24.3 FT N OF 12 INCH PINE TREE EZ4432' EZ4432'175.8 FT ENE OF RIGHT OF WAY SIGN, WITH ALUMINUM REF. TAG EZ4432' EZ4432'33.5 FT SE OF C/L OF U.S. 64 BYPASS EZ4432' EZ4432'77.4 FT SE OF TWIN 10 INCH SWEET GUM TREE, WITH ALUMINUM REF. TAG EZ4432' EZ4432'121.4 FT SSW OF PP WITH ALUMINUM REF. TAG EZ4432' EZ4432'28.8 FT W OF 6 INCH BLACK WALNUT TREE EZ4432' EZ4432'178.0 FT ENE OF RIGHT OF WAY MARKER EZ4432 EZ4432 STATION RECOVERY (1973) EZ4432 EZ4432'RECOVERY NOTE BY NC STATE HWYS COMM 1973 EZ4432'TOP HAS BEEN KNOCKED OFF BY ROAD CONSTRUCTION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5314 *********************************************************************** EZ5314 DESIGNATION - APEX=Y 20 EZ5314 PID - EZ5314 EZ5314 STATE/COUNTY- NC/WAKE EZ5314 USGS QUAD - APEX (1993) EZ5314 EZ5314 *CURRENT SURVEY CONTROL EZ5314 ___________________________________________________________________ EZ5314* NAD 83(1986)- 35 44 01.14659(N) 078 50 55.35358(W) ADJUSTED EZ5314* NAVD 88 - 153.52 (+/-2cm) 503.7 (feet) VERTCON EZ5314 ___________________________________________________________________ EZ5314 LAPLACE CORR- -5.01 (seconds) DEFLEC99 EZ5314 GEOID HEIGHT- -32.21 (meters) GEOID03 EZ5314 EZ5314 HORZ ORDER - SECOND EZ5314 VERT ORDER - THIRD ? (See Below) EZ5314 EZ5314.The North Carolina HARNS have been completed but, EZ5314.due to contractual restrictions, coordinates for these stations EZ5314.will NOT be published in the near future. In the interim, the EZ5314.published coordinates in North Carolina will not be EZ5314.consistent with the Continuously Operating Reference Stations EZ5314.(CORS). The HARN coordinates for these stations are available EZ5314.upon request. Contact Gary Thompson(919-733-3836). EZ5314. EZ5314.In addition, the published North Carolina positions EZ5314.(NAD 83 (1986)) are NOT consistent with those determined in EZ5314.adjacent state readjustments. The discontinuity between stations EZ5314.located in North Carolina and those in adjacent states EZ5314.which have been adjusted to the HARN may be as much as 5 EZ5314.decimeters. This will result in a significant loss of accuracy EZ5314.over lines crossing such state borders. EZ5314 EZ5314 EZ5314.The horizontal coordinates were established by classical geodetic methods EZ5314.and adjusted by the National Geodetic Survey in July 1986. EZ5314 EZ5314.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5314.The vertical order pertains to the NGVD 29 superseded value. EZ5314 EZ5314.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5314 EZ5314.The geoid height was determined by GEOID03. EZ5314 EZ5314; North East Units Scale Factor Converg. EZ5314;SPC NC - 220,060.111 623,286.600 MT 0.99990787 +0 05 14.4 EZ5314;SPC NC - 721,980.55 2,044,899.45 sFT 0.99990787 +0 05 14.4 EZ5314;UTM 17 - 3,956,540.913 694,555.247 MT 1.00006645 +1 15 24.4 EZ5314 EZ5314! - Elev Factor x Scale Factor = Combined Factor EZ5314!SPC NC - 0.99998096 x 0.99990787 = 0.99988883 EZ5314!UTM 17 - 0.99998096 x 1.00006645 = 1.00004741 EZ5314 EZ5314: Primary Azimuth Mark Grid Az EZ5314:SPC NC - DOM 026 09 58.8 EZ5314:UTM 17 - DOM 024 59 48.8 EZ5314 EZ5314|---------------------------------------------------------------------| EZ5314| PID Reference Object Distance Geod. Az | EZ5314| dddmmss.s | EZ5314| EZ5424 DOM APPROX. 2.6 KM 0261513.2 | EZ5314| EZ6068 APEX RM 195.000 METERS 20944 | EZ5314|---------------------------------------------------------------------| EZ5314 EZ5314 SUPERSEDED SURVEY CONTROL EZ5314 EZ5314 NAD 27 - 35 44 00.58400(N) 078 50 56.32200(W) AD( ) 2 EZ5314 NGVD 29 (07/19/86) 153.77 (m) 504.5 (f) LEVELING 3 EZ5314 EZ5314.Superseded values are not recommended for survey control. EZ5314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5314.See file dsdata.txt to determine how the superseded data were derived. EZ5314 EZ5314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9455556541(NAD 83) EZ5314_MARKER: DS = TRIANGULATION STATION DISK EZ5314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5314_STAMPING: APEX 1918 Y 20 EL 504.45A FT. EZ5314_MARK LOGO: CGS EZ5314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5314+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2004 EZ5314 EZ5314 HISTORY - Date Condition Report By EZ5314 HISTORY - 1918 MONUMENTED CGS EZ5314 HISTORY - 1935 GOOD CGS EZ5314 HISTORY - 1944 GOOD CGS EZ5314 HISTORY - 1961 MARK NOT FOUND CGS EZ5314 HISTORY - 20041208 GOOD GEOCAC EZ5314 EZ5314 STATION DESCRIPTION EZ5314 EZ5314'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MS) EZ5314'ABOUT 190 METERS (623 FEET) NORTH OF RAILWAY STATION AT APEX, 45 EZ5314'METERS (148 FEET) SOUTH OF DURHAM AND SOUTHERN RAILWAY CROSSING, EZ5314'AND 1-1/2 METERS (5 FEET) EAST OF EAST RAIL. EZ5314'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE. EZ5314'UNDERGROUND MARK IS NAIL IN CONCRETE. EZ5314' EZ5314'REFERENCE MARK IS STANDARD REFERENCE DISK EZ5314'IN EAST FACE OF NORTHEAST CORNER OF RAILWAY STATION, AND 195.0 EZ5314'METERS (640 FEET) FROM STATION S 29 DEG 44 MIN W. EZ5314' EZ5314'STATION BALDWIN (SEE DESCRIPTION AND GEOGRAPHIC POSITION THEREOF) EZ5314'IS VISIBLE FROM GROUND S 26 DEG 25 MIN W. EZ5314 EZ5314 STATION RECOVERY (1935) EZ5314 EZ5314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (BM) EZ5314'IN 1935, SURFACE MARK WAS RECOVERED AND FURTHUR DESCRIBED AS BEING EZ5314'ABOUT 5 FEET EAST OF EAST RAIL OF SEABOARD AIR LINE RAILWAY. EZ5314 EZ5314 STATION RECOVERY (1944) EZ5314 EZ5314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (SCD) EZ5314'STANDARD A DISK EZ5314'STAMPED---EL 504.45A FT. Y 20 APEX 1918---. EZ5314'CONDITION GOOD. EZ5314 EZ5314 STATION RECOVERY (1961) EZ5314 EZ5314'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WCF) EZ5314'THIS STATION HAS BEEN LOST. REFERENCE MARK 1 IS IN GOOD CONDITION. EZ5314'CHAINED OUT FROM REFERENCE MARK, DUG 18 IN IN RR BED, LOCAL MAN SAID EZ5314'TRACKS HAD BEEN MOVED AND RAISED ON ACCOUNT OF LOW AND WET GROUND. EZ5314 EZ5314 STATION RECOVERY (2004) EZ5314 EZ5314'RECOVERY NOTE BY GEOCACHING 2004 (PFF) EZ5314'REF MARK RECOVERED IN NORTH END OF EAST WALL OF FORMER RAILROAD EZ5314'STATION (NOW APEX CHAMBER OF COMMERCE) AT INTERSECTION OF SR-1011 EZ5314'(SALEM ST) AND SR-1010 (CENTER ST) IN DOWNTOWN APEX. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7318 *********************************************************************** AE7318 DESIGNATION - APPLE AE7318 PID - AE7318 AE7318 STATE/COUNTY- NC/WAKE AE7318 USGS QUAD - RALEIGH WEST (1988) AE7318 AE7318 *CURRENT SURVEY CONTROL AE7318 ___________________________________________________________________ AE7318* NAD 83(1986)- 35 50 01.41756(N) 078 41 52.11147(W) ADJUSTED AE7318* NAVD 88 - 121.0 (meters) 397. (feet) VERTCON AE7318 ___________________________________________________________________ AE7318 LAPLACE CORR- -7.00 (seconds) DEFLEC99 AE7318 GEOID HEIGHT- -32.53 (meters) GEOID03 AE7318 AE7318 HORZ ORDER - SECOND AE7318 AE7318.The North Carolina HARNS have been completed but, AE7318.due to contractual restrictions, coordinates for these stations AE7318.will NOT be published in the near future. In the interim, the AE7318.published coordinates in North Carolina will not be AE7318.consistent with the Continuously Operating Reference Stations AE7318.(CORS). The HARN coordinates for these stations are available AE7318.upon request. Contact Gary Thompson(919-733-3836). AE7318. AE7318.In addition, the published North Carolina positions AE7318.(NAD 83 (1986)) are NOT consistent with those determined in AE7318.adjacent state readjustments. The discontinuity between stations AE7318.located in North Carolina and those in adjacent states AE7318.which have been adjusted to the HARN may be as much as 5 AE7318.decimeters. This will result in a significant loss of accuracy AE7318.over lines crossing such state borders. AE7318 AE7318 AE7318.The horizontal coordinates were established by classical geodetic methods AE7318.and adjusted by the National Geodetic Survey in March 1998. AE7318 AE7318.The NAVD 88 height was computed by applying the VERTCON shift value to AE7318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7318 AE7318.The Laplace correction was computed from DEFLEC99 derived deflections. AE7318 AE7318.The geoid height was determined by GEOID03. AE7318 AE7318; North East Units Scale Factor Converg. AE7318;SPC NC - 231,194.153 636,902.863 MT 0.99992407 +0 10 27.9 AE7318;SPC NC - 758,509.48 2,089,572.14 sFT 0.99992407 +0 10 27.9 AE7318;UTM 17 - 3,967,953.137 707,943.460 MT 1.00013285 +1 20 53.8 AE7318 AE7318! - Elev Factor x Scale Factor = Combined Factor AE7318!SPC NC - 0.99998612 x 0.99992407 = 0.99991019 AE7318!UTM 17 - 0.99998612 x 1.00013285 = 1.00011897 AE7318 AE7318 SUPERSEDED SURVEY CONTROL AE7318 AE7318 NGVD 29 (03/10/98) 121.2 (m) 398. (f) VERT ANG AE7318 AE7318.Superseded values are not recommended for survey control. AE7318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7318.See file dsdata.txt to determine how the superseded data were derived. AE7318 AE7318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0794367953(NAD 83) AE7318_MARKER: DH = HORIZONTAL CONTROL DISK AE7318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7318_STAMPING: APPLE 1986 AE7318_MARK LOGO: NCGS AE7318_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7318+STABILITY: SURFACE MOTION AE7318 AE7318 HISTORY - Date Condition Report By AE7318 HISTORY - 1986 MONUMENTED NCGS AE7318 AE7318 STATION DESCRIPTION AE7318 AE7318'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7318'STATION IS LOCATED ABOUT 7.9 KM (4.90 MI) NORTHWEST OF CAPITOL SQUARE, AE7318'IN NORTHWEST RALEIGH. ALONG SR 3009 (EDWARDS MILL ROAD) FOR 1.9 KM AE7318'(1.20 MI) SOUTHWEST FROM THE US 70-NC 50 INTERSECTION, OR ABOUT 0.3 KM AE7318'(0.20 MI) SOUTHWEST OF LAUREL HILLS ROAD, IN THE SOUTHERN CORNER OF AE7318'THE YARD. MARK IS FLUSH WITH GROUND AND LEVEL WITH HIGHWAY. LOCATED AE7318'8.3 M (27.2 FT) NORTHWEST OF THE CENTERLINE OF THE ROAD, 50.2 M (164.7 AE7318'FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK HOUSE, 14.3 M AE7318'(46.9 FT) SOUTHWEST OF THE SOUTHWEST END OF A CONCRETE SLAB OVER A AE7318'STORM DRAIN, 14.7 M (48.2 FT) NORTH-NORTHWEST OF THE SOUTHWEST END OF AE7318'A DRIVEWAY CULVERT--AND 4.0 M (13.1 FT) SOUTHEAST OF A TELEPHONE POLE AE7318'(11), 25.3 M (83.0 FT) NORTH OF A POWER POLE WITH A TRANSFORMER--BOTH AE7318'WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0905 *********************************************************************** EZ0905 DESIGNATION - APTS EZ0905 PID - EZ0905 EZ0905 STATE/COUNTY- NC/WAKE EZ0905 USGS QUAD - RALEIGH EAST (1993) EZ0905 EZ0905 *CURRENT SURVEY CONTROL EZ0905 ___________________________________________________________________ EZ0905* NAD 83(1986)- 35 51 06.87428(N) 078 36 51.44654(W) ADJUSTED EZ0905* NAVD 88 - 110.143 (meters) 361.36 (feet) ADJUSTED EZ0905 ___________________________________________________________________ EZ0905 LAPLACE CORR- -7.37 (seconds) DEFLEC99 EZ0905 GEOID HEIGHT- -32.84 (meters) GEOID03 EZ0905 DYNAMIC HT - 110.049 (meters) 361.05 (feet) COMP EZ0905 MODELED GRAV- 979,778.1 (mgal) NAVD 88 EZ0905 EZ0905 HORZ ORDER - SECOND EZ0905 VERT ORDER - SECOND CLASS 0 EZ0905 EZ0905.The North Carolina HARNS have been completed but, EZ0905.due to contractual restrictions, coordinates for these stations EZ0905.will NOT be published in the near future. In the interim, the EZ0905.published coordinates in North Carolina will not be EZ0905.consistent with the Continuously Operating Reference Stations EZ0905.(CORS). The HARN coordinates for these stations are available EZ0905.upon request. Contact Gary Thompson(919-733-3836). EZ0905. EZ0905.In addition, the published North Carolina positions EZ0905.(NAD 83 (1986)) are NOT consistent with those determined in EZ0905.adjacent state readjustments. The discontinuity between stations EZ0905.located in North Carolina and those in adjacent states EZ0905.which have been adjusted to the HARN may be as much as 5 EZ0905.decimeters. This will result in a significant loss of accuracy EZ0905.over lines crossing such state borders. EZ0905 EZ0905 EZ0905.The horizontal coordinates were established by classical geodetic methods EZ0905.and adjusted by the National Geodetic Survey in July 1986. EZ0905 EZ0905.The orthometric height was determined by differential leveling EZ0905.and adjusted by the National Geodetic Survey in June 1991. EZ0905 EZ0905.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0905 EZ0905.The geoid height was determined by GEOID03. EZ0905 EZ0905.The dynamic height is computed by dividing the NAVD 88 EZ0905.geopotential number by the normal gravity value computed on the EZ0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0905.degrees latitude (g = 980.6199 gals.). EZ0905 EZ0905.The modeled gravity was interpolated from observed gravity values. EZ0905 EZ0905; North East Units Scale Factor Converg. EZ0905;SPC NC - 233,237.582 644,440.476 MT 0.99992734 +0 13 21.4 EZ0905;SPC NC - 765,213.63 2,114,301.80 sFT 0.99992734 +0 13 21.4 EZ0905;UTM 17 - 3,970,151.139 715,439.302 MT 1.00017196 +1 23 52.2 EZ0905 EZ0905! - Elev Factor x Scale Factor = Combined Factor EZ0905!SPC NC - 0.99998787 x 0.99992734 = 0.99991521 EZ0905!UTM 17 - 0.99998787 x 1.00017196 = 1.00015982 EZ0905 EZ0905: Primary Azimuth Mark Grid Az EZ0905:SPC NC - COX 188 41 07.4 EZ0905:UTM 17 - COX 187 30 36.6 EZ0905 EZ0905|---------------------------------------------------------------------| EZ0905| PID Reference Object Distance Geod. Az | EZ0905| dddmmss.s | EZ0905| EZ0906 COX 437.399 METERS 1885428.8 | EZ0905|---------------------------------------------------------------------| EZ0905 EZ0905 SUPERSEDED SURVEY CONTROL EZ0905 EZ0905 NAD 27 - 35 51 06.34579(N) 078 36 52.43228(W) AD( ) 2 EZ0905 NGVD 29 (??/??/92) 110.42 (m) 362.3 (f) COMPUTED 2 0 EZ0905 EZ0905.Superseded values are not recommended for survey control. EZ0905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0905.See file dsdata.txt to determine how the superseded data were derived. EZ0905 EZ0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1543970151(NAD 83) EZ0905_MARKER: DE = TRAVERSE STATION DISK EZ0905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0905_SP_SET: CONCRETE POST EZ0905_STAMPING: APTS 1972 EZ0905_MARK LOGO: NCGS EZ0905_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0905+STABILITY: SURFACE MOTION EZ0905 EZ0905 HISTORY - Date Condition Report By EZ0905 HISTORY - 1972 MONUMENTED NCGS EZ0905 HISTORY - 1972 GOOD NCGS EZ0905 HISTORY - 1985 GOOD NCGS EZ0905 HISTORY - 1985 GOOD NCGS EZ0905 HISTORY - 19871013 GOOD NCGS EZ0905 EZ0905 STATION DESCRIPTION EZ0905 EZ0905'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ0905'APTS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0905'VICINITY OF MILLBROOK, RALEIGH, NORTH CAROLINA. EZ0905' EZ0905'APTS IS LOCATED APPROXIMATELY 0.6 MILE WEST OF MILLBROOK, AND 5.2 EZ0905'MILES NNE OF CAPITOL SQUARE IN RALEIGH. TO REACH STATION FROM EZ0905'MILLBROOK UNITED METHODIST CHURCH IN MILLBROOK, PROCEED WEST ALONG EZ0905'MILLBROOK ROAD, (SR 2113) FOR 0.5 MILE TO INTERSECTION WITH FALLS EZ0905'OF NEUSE ROAD (SR 2000 N) AT QUAIL CORNERS. THENCE NORTH ALONG EZ0905'FALLS OF NEUSE ROAD FOR 0.15 MILE TO DRIVE EAST (TO QUAIL RIDGE EZ0905'APARTMENTS) AND STATION IN NE QUAD. EZ0905' EZ0905'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED APTS EZ0905'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EZ0905'FLUSH WITH THE GROUND. EZ0905' EZ0905'MARK IS EZ0905'21.2 FEET E OF A EAST EDGE OF EAST CURB OF FALLS OF NEUSE ROAD. EZ0905'3.9 FEET N OF A NORTH EDGE OF NORTH CURB OF DRIVE TO QUAIL EZ0905'APARTMENTS. EZ0905'15.4 FEET S OF THE BASE OF 6 INCH HOLLY TREE. EZ0905'57.1 FEET N OF TOP OF TELEPHONE JUNCTION BOX BETWEEN DRIVES TO EZ0905'APARTMENTS. EZ0905'41.6 FEET NE OF ALUMINUM REF. TAG ON PP. EZ0905'36.8 FEET W OF ALUMINUM REF. TAG ON 45 INCH WATER OAK. EZ0905 EZ0905 STATION RECOVERY (1972) EZ0905 EZ0905'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0905'0.6 MI W FROM MILLBROOK. EZ0905'APTS IS LOCATED APPROXIMATELY 5.2 MILES NNE OF CAPITOL SQUARE IN EZ0905'RALEIGH. TO REACH STATION FROM MILLBROOK UNITED METHODIST CHURCH EZ0905'IN MILLBROOK, PROCEED WEST ALONG MILLBROOK ROAD, (SR 2113) FOR EZ0905'0.5 MILES TO INTERSECTION WITH FALLS OF NEUSE ROAD (SR 2000) AT EZ0905'QUAIL CORNERS, THENCE NORTH ALONG FALLS OF NEUSE ROAD FOR 0.15 EZ0905'MILES TO DRIVE EAST (TO QUAIL RIDGE APARTMENTS) AND STATION IN EZ0905'NE QUADRANT OF INTERSECTION, 21.2 FT E OF A EAST EDGE OF EAST CURB EZ0905'OF FALLS OF NEUSE ROAD, 3.9 FT N OF A NORTH EDGE OF NORTH CURB EZ0905'OF DRIVE TO QUAIL APARTMENTS, 15.4 FT S OF THE BASE OF 6 IN HOLLY EZ0905'TREE, 57.1 FT N OF TOP OF TELEPHONE JUNCTION BOX BETWEEN DRIVES EZ0905'TO APARTMENTS, 41.6 FT NE OF ALUMINUM REF. TAG ON PP, AND 36.8 FT EZ0905'W OF ALUMINUM REF. TAG ON 45 IN WATER OAK. EZ0905 EZ0905 STATION RECOVERY (1985) EZ0905 EZ0905'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0905'THE STATION WAS RECOVERED AT THIS DATE. EZ0905'STATION IS IN GOOD CONDITION AS DESCRIBED EXCEPT FOR THE FOLLOWING EZ0905'CORRECTIONS. THE MARK IS 4.7 METERS (15.3 FT) EAST-SOUTHEAST OF EZ0905'FIRE HYDRANT, THE 45 INCH WATER OAK HAS BEEN REMOVED, AND THE EZ0905'LINE OF SIGHT TO NCGS STATION--COX--IS GOOD. EZ0905' EZ0905'NCGS EZ0905 EZ0905 STATION RECOVERY (1985) EZ0905 EZ0905'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 EZ0905'RECOVERED IN GOOD CONDITION. EZ0905 EZ0905 STATION RECOVERY (1987) EZ0905 EZ0905'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ0905'RECOVERED AS DESCRIBED. MARK IS ALSO 66.0 FT (20.1 M) WEST-NORTHWEST EZ0905'OF A METAL LAMP POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5362 *********************************************************************** EZ5362 DESIGNATION - ARBOR INN EZ5362 PID - EZ5362 EZ5362 STATE/COUNTY- NC/WAKE EZ5362 USGS QUAD - SOUTHEAST DURHAM (1993) EZ5362 EZ5362 *CURRENT SURVEY CONTROL EZ5362 ___________________________________________________________________ EZ5362* NAD 83(1986)- 35 54 45.54084(N) 078 46 55.76776(W) ADJUSTED EZ5362* NAVD 88 - 126.6 (meters) 415. (feet) VERTCON EZ5362 ___________________________________________________________________ EZ5362 LAPLACE CORR- -6.17 (seconds) DEFLEC99 EZ5362 GEOID HEIGHT- -31.98 (meters) GEOID03 EZ5362 EZ5362 HORZ ORDER - SECOND EZ5362 EZ5362.The North Carolina HARNS have been completed but, EZ5362.due to contractual restrictions, coordinates for these stations EZ5362.will NOT be published in the near future. In the interim, the EZ5362.published coordinates in North Carolina will not be EZ5362.consistent with the Continuously Operating Reference Stations EZ5362.(CORS). The HARN coordinates for these stations are available EZ5362.upon request. Contact Gary Thompson(919-733-3836). EZ5362. EZ5362.In addition, the published North Carolina positions EZ5362.(NAD 83 (1986)) are NOT consistent with those determined in EZ5362.adjacent state readjustments. The discontinuity between stations EZ5362.located in North Carolina and those in adjacent states EZ5362.which have been adjusted to the HARN may be as much as 5 EZ5362.decimeters. This will result in a significant loss of accuracy EZ5362.over lines crossing such state borders. EZ5362 EZ5362 EZ5362.The horizontal coordinates were established by classical geodetic methods EZ5362.and adjusted by the National Geodetic Survey in July 1986. EZ5362 EZ5362.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5362 EZ5362.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5362 EZ5362.The geoid height was determined by GEOID03. EZ5362 EZ5362; North East Units Scale Factor Converg. EZ5362;SPC NC - 239,930.617 629,263.106 MT 0.99993900 +0 07 32.6 EZ5362;SPC NC - 787,172.37 2,064,507.37 sFT 0.99993900 +0 07 32.6 EZ5362;UTM 17 - 3,976,532.697 700,124.778 MT 1.00009352 +1 18 04.7 EZ5362 EZ5362! - Elev Factor x Scale Factor = Combined Factor EZ5362!SPC NC - 0.99998514 x 0.99993900 = 0.99992414 EZ5362!UTM 17 - 0.99998514 x 1.00009352 = 1.00007866 EZ5362 EZ5362 SUPERSEDED SURVEY CONTROL EZ5362 EZ5362 NAD 27 - 35 54 45.01762(N) 078 46 56.74522(W) AD( ) 2 EZ5362 NGVD 29 (07/19/86) 126.9 (m) 416. (f) VERT ANG EZ5362 EZ5362.Superseded values are not recommended for survey control. EZ5362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5362.See file dsdata.txt to determine how the superseded data were derived. EZ5362 EZ5362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0012576533(NAD 83) EZ5362_MARKER: DE = TRAVERSE STATION DISK EZ5362_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND EZ5362_STAMPING: ARBOR INN 1961 EZ5362_MARK LOGO: NCGS EZ5362_MAGNETIC: N = NO MAGNETIC MATERIAL EZ5362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ5362 EZ5362 HISTORY - Date Condition Report By EZ5362 HISTORY - 1961 MONUMENTED NCGS EZ5362 HISTORY - 1982 POOR LOCSUR EZ5362 HISTORY - 19860101 SEE DESCRIPTION NCGS EZ5362 EZ5362 STATION DESCRIPTION EZ5362 EZ5362'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ5362'ARBOR INN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ5362'THE VICINITY OF DURHAM, NORTH CAROLINA. EZ5362' EZ5362'ARBOR INN IS LOCATED APPROXIMATELY 2.6 MILES NNE OF EZ5362'RALEIGH-DURHAM AIRPORT AND 3.2 MILES NW OF LEESVILLE, N.C. TO EZ5362'REACH STATION PROCEED FROM THE INTERSECTION OF RALEIGH-DURHAM EZ5362'AIRPORT RD. (SR 1002) AND U.S. 70 WEST ON U.S. 70 FOR 1.25 EZ5362'MILES TO STATION. THE STATION IS LOCATED ON THE NORTHWEST EZ5362'END OF MEDIAN. SOUTHEAST OF CROSSOVER. NORTHEAST OF YOUNG EZ5362'PINE GROVER. EAST OF INTERSECTION OF SOIL ROAD ON SOUTHWEST EZ5362'SIDE OF E BOUND LANE OF U.S. 70 AND IN FRONT OF THE CHUG-A-LUG EZ5362'INN. EZ5362' EZ5362'STATION MARK IS A PRECAST MONUMENT WITH A N.C. BRASS TRAVERSE EZ5362'DISK, STAMPED ARBOR INN 1961, SET 1 INCH BELOW THE SURFACE OF EZ5362'THE GROUND. EZ5362' EZ5362'MARK IS EZ5362' EZ5362'31.3 FT SW OF C/L OF W BOUND LANE OF U.S. 70 EZ5362' EZ5362'20.5 FT NE OF C/L OF E BOUND LANE OF U.S. 70 EZ5362' EZ5362'99.7 FT ENE OF 14 INCH PINE TREE WITH ALUMINUM REF. TAG EZ5362' EZ5362'13.2 FT SSE OF REFLECTOR SIGN ON SE SIDE OF CROSSOVER EZ5362' EZ5362'55.6 FT SE OF REFLECTOR SIGN ON NW SIDE OF CROSSOVER EZ5362 EZ5362 STATION RECOVERY (1982) EZ5362 EZ5362'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (BRS) EZ5362'THE DISK AND STEM ARE GONE, CONCERETE MONUMENT IS STILL IN AND GOOD. EZ5362 EZ5362 STATION RECOVERY (1986) EZ5362 EZ5362'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ5362'STATION IS DESTROYED. DISK HAS BEEN KNOCKED OUT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6532 *********************************************************************** EZ6532 DESIGNATION - ARCHDALE EZ6532 PID - EZ6532 EZ6532 STATE/COUNTY- NC/WAKE EZ6532 USGS QUAD - RALEIGH WEST (1988) EZ6532 EZ6532 *CURRENT SURVEY CONTROL EZ6532 ___________________________________________________________________ EZ6532* NAD 83(1986)- 35 47 13.33316(N) 078 38 23.30306(W) ADJUSTED EZ6532* NAVD 88 - 103.6 (meters) 340. (feet) VERTCON EZ6532 ___________________________________________________________________ EZ6532 LAPLACE CORR- -7.44 (seconds) DEFLEC99 EZ6532 GEOID HEIGHT- -32.89 (meters) GEOID03 EZ6532 EZ6532 HORZ ORDER - SECOND EZ6532 EZ6532.The North Carolina HARNS have been completed but, EZ6532.due to contractual restrictions, coordinates for these stations EZ6532.will NOT be published in the near future. In the interim, the EZ6532.published coordinates in North Carolina will not be EZ6532.consistent with the Continuously Operating Reference Stations EZ6532.(CORS). The HARN coordinates for these stations are available EZ6532.upon request. Contact Gary Thompson(919-733-3836). EZ6532. EZ6532.In addition, the published North Carolina positions EZ6532.(NAD 83 (1986)) are NOT consistent with those determined in EZ6532.adjacent state readjustments. The discontinuity between stations EZ6532.located in North Carolina and those in adjacent states EZ6532.which have been adjusted to the HARN may be as much as 5 EZ6532.decimeters. This will result in a significant loss of accuracy EZ6532.over lines crossing such state borders. EZ6532 EZ6532 EZ6532.The horizontal coordinates were established by classical geodetic methods EZ6532.and adjusted by the National Geodetic Survey in December 1992. EZ6532 EZ6532.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6532 EZ6532.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6532 EZ6532.The geoid height was determined by GEOID03. EZ6532 EZ6532; North East Units Scale Factor Converg. EZ6532;SPC NC - 226,031.560 642,161.892 MT 0.99991613 +0 12 28.4 EZ6532;SPC NC - 741,571.88 2,106,826.14 sFT 0.99991613 +0 12 28.4 EZ6532;UTM 17 - 3,962,898.170 713,308.317 MT 1.00016071 +1 22 50.5 EZ6532 EZ6532! - Elev Factor x Scale Factor = Combined Factor EZ6532!SPC NC - 0.99998890 x 0.99991613 = 0.99990503 EZ6532!UTM 17 - 0.99998890 x 1.00016071 = 1.00014961 EZ6532 EZ6532 SUPERSEDED SURVEY CONTROL EZ6532 EZ6532 NGVD 29 (12/28/92) 103.9 (m) 341. (f) VERT ANG EZ6532 EZ6532.Superseded values are not recommended for survey control. EZ6532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6532.See file dsdata.txt to determine how the superseded data were derived. EZ6532 EZ6532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1330862898(NAD 83) EZ6532_MARKER: DE = TRAVERSE STATION DISK EZ6532_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN EZ6532+WITH SETTING: PAVEMENT EZ6532_SP_SET: CONCRETE WALKWAY EZ6532_STAMPING: ARCHDALE 1983 EZ6532_MARK LOGO: NCGS EZ6532_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6532+STABILITY: SURFACE MOTION EZ6532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6532+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2004 EZ6532 EZ6532 HISTORY - Date Condition Report By EZ6532 HISTORY - 1983 MONUMENTED NCGS EZ6532 HISTORY - 19941004 GOOD NCGS EZ6532 HISTORY - 20040806 GOOD USPSQD EZ6532 EZ6532 STATION DESCRIPTION EZ6532 EZ6532'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG) EZ6532'THE STATION IS LOCATED ABOUT 0.6 KM (0.4 MI) EZ6532'NORTH OF THE STATE CAPITOL IN RALEIGH. EZ6532' EZ6532'TO REACH THE STATION FROM THE INTERSECTION OF SALISBURY AND PEACE EZ6532'STREETS, EZ6532'GO SOUTH FOR 0.15 KM (0.1 MI) ON SALISBURY STREET TO STATION ON EZ6532'RIGHT ON THE ELEVATED CROSSWALK FROM PARKING DECK TO ARCHDALE EZ6532'BUILDING AND DOBBS BUILDING AND ON EAST SIDE OF ELEVATOR. EZ6532' EZ6532'THE STATION IS A STANDARD NCGS DISK EZ6532'STAMPED---ARCHDALE 1983---, EZ6532'SET INTO THE CONCRETE WALKWAY, EZ6532'6.55 METERS (21.5 FT) EAST-SOUTHEAST FROM THE EAST EDGE OF TOP EZ6532'PARKING LEVEL AND EZ6532'1.55 METERS (5.1 FT) NORTH-NORTHEAST FROM THE SOUTH WALL OF WALKWAY. EZ6532' EZ6532'THE STATION IS 15 FEET ABOVE THE STREET LEVEL. EZ6532 EZ6532 STATION RECOVERY (1994) EZ6532 EZ6532'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (JGG) EZ6532'RECOVERED AS DESCRIBED. EZ6532 EZ6532 STATION RECOVERY (2004) EZ6532 EZ6532'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM) EZ6532'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1845 *********************************************************************** EZ1845 DESIGNATION - ARENDELL NCGS EZ1845 PID - EZ1845 EZ1845 STATE/COUNTY- NC/WAKE EZ1845 USGS QUAD - ZEBULON (1981) EZ1845 EZ1845 *CURRENT SURVEY CONTROL EZ1845 ___________________________________________________________________ EZ1845* NAD 83(1986)- 35 49 27.97292(N) 078 18 52.67844(W) ADJUSTED EZ1845* NAVD 88 - 98.121 (meters) 321.92 (feet) ADJUSTED EZ1845 ___________________________________________________________________ EZ1845 LAPLACE CORR- -3.70 (seconds) DEFLEC99 EZ1845 GEOID HEIGHT- -34.03 (meters) GEOID03 EZ1845 DYNAMIC HT - 98.034 (meters) 321.63 (feet) COMP EZ1845 MODELED GRAV- 979,750.2 (mgal) NAVD 88 EZ1845 EZ1845 HORZ ORDER - SECOND EZ1845 VERT ORDER - SECOND CLASS I EZ1845 EZ1845.The North Carolina HARNS have been completed but, EZ1845.due to contractual restrictions, coordinates for these stations EZ1845.will NOT be published in the near future. In the interim, the EZ1845.published coordinates in North Carolina will not be EZ1845.consistent with the Continuously Operating Reference Stations EZ1845.(CORS). The HARN coordinates for these stations are available EZ1845.upon request. Contact Gary Thompson(919-733-3836). EZ1845. EZ1845.In addition, the published North Carolina positions EZ1845.(NAD 83 (1986)) are NOT consistent with those determined in EZ1845.adjacent state readjustments. The discontinuity between stations EZ1845.located in North Carolina and those in adjacent states EZ1845.which have been adjusted to the HARN may be as much as 5 EZ1845.decimeters. This will result in a significant loss of accuracy EZ1845.over lines crossing such state borders. EZ1845 EZ1845 EZ1845.The horizontal coordinates were established by classical geodetic methods EZ1845.and adjusted by the National Geodetic Survey in July 1986. EZ1845 EZ1845.The orthometric height was determined by differential leveling EZ1845.and adjusted by the National Geodetic Survey in June 1991. EZ1845 EZ1845.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1845 EZ1845.The geoid height was determined by GEOID03. EZ1845 EZ1845.The dynamic height is computed by dividing the NAVD 88 EZ1845.geopotential number by the normal gravity value computed on the EZ1845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1845.degrees latitude (g = 980.6199 gals.). EZ1845 EZ1845.The modeled gravity was interpolated from observed gravity values. EZ1845 EZ1845; North East Units Scale Factor Converg. EZ1845;SPC NC - 230,335.651 671,527.825 MT 0.99992244 +0 23 44.1 EZ1845;SPC NC - 755,692.88 2,203,170.87 sFT 0.99992244 +0 23 44.1 EZ1845;UTM 17 - 3,967,805.040 742,589.253 MT 1.00032522 +1 34 21.1 EZ1845 EZ1845! - Elev Factor x Scale Factor = Combined Factor EZ1845!SPC NC - 0.99998994 x 0.99992244 = 0.99991238 EZ1845!UTM 17 - 0.99998994 x 1.00032522 = 1.00031516 EZ1845 EZ1845: Primary Azimuth Mark Grid Az EZ1845:SPC NC - TART 2 330 35 04.9 EZ1845:UTM 17 - TART 2 329 24 27.9 EZ1845 EZ1845|---------------------------------------------------------------------| EZ1845| PID Reference Object Distance Geod. Az | EZ1845| dddmmss.s | EZ1845| EZ1847 GILL 306.439 METERS 06456 | EZ1845| EZ2386 TART 2 APPROX. 1.2 KM 3305849.0 | EZ1845|---------------------------------------------------------------------| EZ1845 EZ1845 SUPERSEDED SURVEY CONTROL EZ1845 EZ1845 NAD 27 - 35 49 27.41857(N) 078 18 53.68047(W) AD( ) 2 EZ1845 NGVD 29 (??/??/92) 98.405 (m) 322.85 (f) ADJ UNCH 2 1 EZ1845 EZ1845.Superseded values are not recommended for survey control. EZ1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1845.See file dsdata.txt to determine how the superseded data were derived. EZ1845 EZ1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4258967805(NAD 83) EZ1845_MARKER: DE = TRAVERSE STATION DISK EZ1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1845_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1845_STAMPING: ARENDELL 1969 EZ1845_MARK LOGO: NCGS EZ1845_MAGNETIC: N = NO MAGNETIC MATERIAL EZ1845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1845+STABILITY: SURFACE MOTION EZ1845_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ1845+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2005 EZ1845 EZ1845 HISTORY - Date Condition Report By EZ1845 HISTORY - 1969 MONUMENTED NCGS EZ1845 HISTORY - 1976 GOOD NCGS EZ1845 HISTORY - 1976 GOOD NCGS EZ1845 HISTORY - 1978 GOOD NCGS EZ1845 HISTORY - 1980 GOOD NCGS EZ1845 HISTORY - 1987 GOOD USPSQD EZ1845 HISTORY - 19950321 GOOD GEOMET EZ1845 HISTORY - 20050425 GOOD USPSQD EZ1845 EZ1845 STATION DESCRIPTION EZ1845 EZ1845'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ1845'ARENDELL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1845'IN THE VICINITY OF ZEBULON, NORTH CAROLINA. EZ1845' EZ1845'ARENDELL IS LOCATED APPROXIMATELY IN THE CENTER OF EZ1845'ZEBULON. STATION IS IN THE NORTHEAST QUADRANT OF INTERSECTION OF EZ1845'U.S. 64, U.S. 264, NC 97 AND NC 96, BETWEEN CURB AND SIDEWALK. EZ1845' EZ1845'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1845'ARENDELL 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1845'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ1845' EZ1845'MARK IS EZ1845' EZ1845'1.0 FT ENE OF CURB ON E SIDE OF NC 96 EZ1845' EZ1845'1.6 FT WSW OF SIDEWALK ON E SIDE OF NC 96 EZ1845' EZ1845'4.7 FT S OF TP W/LAMP, AND WITH ALUMINUM REF. TAG EZ1845' EZ1845'38.8 FT SSW OF S PILLAR OF BRICK STEPS OF ZEBULON BAPTIST CHURCH EZ1845' EZ1845'7.8 FT NNW OF E. CANNON AND N. ARENDELL AVE. STREET MARKER EZ1845' EZ1845'20.8 FT NW OF BRACE POLE FOR STOP LIGHTS, AND WITH ALUMINUM EZ1845'REF. TAG EZ1845 EZ1845 STATION RECOVERY (1976) EZ1845 EZ1845'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB) EZ1845'STATION RECOVERED IN GOOD CONDITION. EZ1845 EZ1845 STATION RECOVERY (1976) EZ1845 EZ1845'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ1845'IN ZEBULON. EZ1845'STATION IS LOCATED IN CENTER OF TOWN, IN NORTHERNMOST QUADRANT OF EZ1845'INTERSECTION OF US 64 BUSINESS (GANNON AVE.) AND NC 96 (ARENDELL AVE.) EZ1845'BETWEEN CURB AND SIDEWALK. 1.0 FT. ENE OF CURB ON EAST SIDE OF NC 96, EZ1845'1.6 FT. WSW OF SIDEWALK ON EAST SIDE OF NC 96, 50.0 FT. N OF CENTER OF EZ1845'MANHOLE COVER IN CENTER OF INTERSECTION, 4.7 FT. S OF TP WITH LAMP AND EZ1845'ALUMINUM REF. TAG, 38.8 FT. SSW OF SOUTH PILLAR OF BRICK STEPS OF EZ1845'ZEBULON BAPTIST CHURCH, 34.5 FT. SW OF WEST END OF BRICK CHURCH SIGN, EZ1845'24.0 FT. WNW OF E. GANNON AND N. ARENDELL AVE. STREET MARKER (METAL) EZ1845'AND 20.1 FT. NW OF BRACE POLE FOR STOP LIGHTS AND WITH ALUMINUM REF. EZ1845'TAG. DISK IS SET IN CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF THE EZ1845'GROUND. EZ1845 EZ1845 STATION RECOVERY (1978) EZ1845 EZ1845'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EZ1845'RECOVERED IN GOOD CONDITION. EZ1845 EZ1845 STATION RECOVERY (1980) EZ1845 EZ1845'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EZ1845'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ1845 EZ1845 STATION RECOVERY (1987) EZ1845 EZ1845'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ1845'RECOVERED IN GOOD CONDITION. EZ1845 EZ1845 STATION RECOVERY (1995) EZ1845 EZ1845'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1995 (LGW) EZ1845'UNSUITABLE FOR GPS MULTIPLE ROAD SIGN AND POWER POLE ON NE SIDE EZ1845'POSSIBLE MULTIPATH W/GPS. EZ1845 EZ1845 STATION RECOVERY (2005) EZ1845 EZ1845'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ1845'N 35 49.464 EZ1845'W 078 18.879 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6533 *********************************************************************** EZ6533 DESIGNATION - ARGYLE EZ6533 PID - EZ6533 EZ6533 STATE/COUNTY- NC/WAKE EZ6533 USGS QUAD - RALEIGH WEST (1988) EZ6533 EZ6533 *CURRENT SURVEY CONTROL EZ6533 ___________________________________________________________________ EZ6533* NAD 83(1986)- 35 48 56.50244(N) 078 39 12.67257(W) ADJUSTED EZ6533* NAVD 88 - 105.5 (meters) 346. (feet) VERTCON EZ6533 ___________________________________________________________________ EZ6533 LAPLACE CORR- -7.23 (seconds) DEFLEC99 EZ6533 GEOID HEIGHT- -32.76 (meters) GEOID03 EZ6533 EZ6533 HORZ ORDER - SECOND EZ6533 EZ6533.The North Carolina HARNS have been completed but, EZ6533.due to contractual restrictions, coordinates for these stations EZ6533.will NOT be published in the near future. In the interim, the EZ6533.published coordinates in North Carolina will not be EZ6533.consistent with the Continuously Operating Reference Stations EZ6533.(CORS). The HARN coordinates for these stations are available EZ6533.upon request. Contact Gary Thompson(919-733-3836). EZ6533. EZ6533.In addition, the published North Carolina positions EZ6533.(NAD 83 (1986)) are NOT consistent with those determined in EZ6533.adjacent state readjustments. The discontinuity between stations EZ6533.located in North Carolina and those in adjacent states EZ6533.which have been adjusted to the HARN may be as much as 5 EZ6533.decimeters. This will result in a significant loss of accuracy EZ6533.over lines crossing such state borders. EZ6533 EZ6533 EZ6533.The horizontal coordinates were established by classical geodetic methods EZ6533.and adjusted by the National Geodetic Survey in December 1992. EZ6533 EZ6533.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6533 EZ6533.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6533 EZ6533.The geoid height was determined by GEOID03. EZ6533 EZ6533; North East Units Scale Factor Converg. EZ6533;SPC NC - 229,206.642 640,911.108 MT 0.99992092 +0 11 59.9 EZ6533;SPC NC - 751,988.79 2,102,722.53 sFT 0.99992092 +0 11 59.9 EZ6533;UTM 17 - 3,966,047.728 711,992.471 MT 1.00015381 +1 22 25.0 EZ6533 EZ6533! - Elev Factor x Scale Factor = Combined Factor EZ6533!SPC NC - 0.99998859 x 0.99992092 = 0.99990951 EZ6533!UTM 17 - 0.99998859 x 1.00015381 = 1.00014240 EZ6533 EZ6533 SUPERSEDED SURVEY CONTROL EZ6533 EZ6533 NGVD 29 (12/28/92) 105.7 (m) 347. (f) VERT ANG EZ6533 EZ6533.Superseded values are not recommended for survey control. EZ6533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6533.See file dsdata.txt to determine how the superseded data were derived. EZ6533 EZ6533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1199266048(NAD 83) EZ6533_MARKER: DE = TRAVERSE STATION DISK EZ6533_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE EZ6533_MAGNETIC: N = NO MAGNETIC MATERIAL EZ6533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6533+STABILITY: SURFACE MOTION EZ6533 EZ6533 HISTORY - Date Condition Report By EZ6533 HISTORY - 1983 MONUMENTED NCGS EZ6533 EZ6533 STATION DESCRIPTION EZ6533 EZ6533'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG) EZ6533'THE STATION IS LOCATED ABOUT 4.0 KM (2.5 MI) EZ6533'NORTH-NORTHWEST OF THE STATE CAPITOL IN RALEIGH. EZ6533' EZ6533'TO REACH THE STATION FROM THE GLENWOOD AVENUE UNDERPASS OF US 1 AND EZ6533'US 64 GO SOUTHEAST FOR 2.9 KM (1.8 MI) ON GLENWOOD AVENUE TO THE EZ6533'STATION IN THE EZ6533'EAST QUADRANT OF THE ARGYLE STREET INTERSECTION IN THE CURB. EZ6533' EZ6533'THE STATION IS A STANDARD NCGS DISK EZ6533'STAMPED---ARGYLE 1983---, EZ6533'SET INTO DRILLED HOLE EZ6533'11.09 METERS (36.4 FT) NORTHEAST FROM THE CENTERLINE OF NORTHWEST EZ6533'BOUND LANES OF GLENWOOD AVENUE, EZ6533'6.46 METERS (21.2 FT) SOUTH FROM THE CENTERLINE OF ARGYLE DRIVE, EZ6533'4.30 METERS (14.1 FT) EAST-NORTHEAST FROM A WATER VALVE CAP AND EZ6533'26.82 METERS (88.0 FT) WEST-NORTHWEST FROM THE WEST CORNER OF N.C. EZ6533'MERCHANTS ASSOCIATION OFFICE BUILDING. EZ6533' EZ6533'THE MARK IS 2-1/2 FEET BELOW THE LEVEL OF THE AVENUE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6634 *********************************************************************** EZ6634 DESIGNATION - ARNOLD EZ6634 PID - EZ6634 EZ6634 STATE/COUNTY- NC/WAKE EZ6634 USGS QUAD - FUQUAY-VARINA (1993) EZ6634 EZ6634 *CURRENT SURVEY CONTROL EZ6634 ___________________________________________________________________ EZ6634* NAD 83(1986)- 35 34 29.01817(N) 078 48 02.41431(W) ADJUSTED EZ6634* NAVD 88 - 121.4 (meters) 398. (feet) VERTCON EZ6634 ___________________________________________________________________ EZ6634 LAPLACE CORR- -4.73 (seconds) DEFLEC99 EZ6634 GEOID HEIGHT- -32.72 (meters) GEOID03 EZ6634 EZ6634 HORZ ORDER - SECOND EZ6634 EZ6634.The North Carolina HARNS have been completed but, EZ6634.due to contractual restrictions, coordinates for these stations EZ6634.will NOT be published in the near future. In the interim, the EZ6634.published coordinates in North Carolina will not be EZ6634.consistent with the Continuously Operating Reference Stations EZ6634.(CORS). The HARN coordinates for these stations are available EZ6634.upon request. Contact Gary Thompson(919-733-3836). EZ6634. EZ6634.In addition, the published North Carolina positions EZ6634.(NAD 83 (1986)) are NOT consistent with those determined in EZ6634.adjacent state readjustments. The discontinuity between stations EZ6634.located in North Carolina and those in adjacent states EZ6634.which have been adjusted to the HARN may be as much as 5 EZ6634.decimeters. This will result in a significant loss of accuracy EZ6634.over lines crossing such state borders. EZ6634 EZ6634 EZ6634.The horizontal coordinates were established by classical geodetic methods EZ6634.and adjusted by the National Geodetic Survey in March 1993. EZ6634 EZ6634.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6634 EZ6634.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6634 EZ6634.The geoid height was determined by GEOID03. EZ6634 EZ6634; North East Units Scale Factor Converg. EZ6634;SPC NC - 202,436.534 627,667.458 MT 0.99988843 +0 06 54.2 EZ6634;SPC NC - 664,160.53 2,059,272.32 sFT 0.99988843 +0 06 54.2 EZ6634;UTM 17 - 3,939,007.067 699,295.040 MT 1.00008947 +1 16 47.7 EZ6634 EZ6634! - Elev Factor x Scale Factor = Combined Factor EZ6634!SPC NC - 0.99998608 x 0.99988843 = 0.99987451 EZ6634!UTM 17 - 0.99998608 x 1.00008947 = 1.00007555 EZ6634 EZ6634 SUPERSEDED SURVEY CONTROL EZ6634 EZ6634 NGVD 29 (03/10/93) 121.7 (m) 399. (f) VERT ANG EZ6634 EZ6634.Superseded values are not recommended for survey control. EZ6634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6634.See file dsdata.txt to determine how the superseded data were derived. EZ6634 EZ6634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9929539007(NAD 83) EZ6634_MARKER: DE = TRAVERSE STATION DISK EZ6634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6634_SP_SET: CONCRETE POST EZ6634_STAMPING: ARNOLD 1983 EZ6634_MARK LOGO: NCGS EZ6634_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ6634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6634+STABILITY: SURFACE MOTION EZ6634 EZ6634 HISTORY - Date Condition Report By EZ6634 HISTORY - 1983 MONUMENTED NCGS EZ6634 HISTORY - 20050916 GOOD GEOCAC EZ6634 EZ6634 STATION DESCRIPTION EZ6634 EZ6634'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 EZ6634'THE STATION IS LOCATED IN FUQUAY VARINA. EZ6634'ALONG US 401 (SOUTH MAIN STREET), IN THE SOUTHWEST QUADRANT AT JONES EZ6634'CROSSROADS. EZ6634'THE STATION IS A STANDARD NCGS DISK STAMPED---ARNOLD 1983---, SET INTO EZ6634'THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER FLUSH WITH EZ6634'GROUND. LOCATED 7.35 METERS (24.1 FT) WEST FROM THE CENTERLINE OF EZ6634'HIGHWAY, 8.47 METERS (27.8 FT) SOUTH FROM THE CENTERLINE OF JONES EZ6634'ROAD, 0.73 METERS (2.4 FT) SOUTH-SOUTHWEST FROM A FIRE HYDRANT, 1.07 EZ6634'METERS (3.5 FT) SOUTH-SOUTHEAST FROM A POWER POLE WITH LIGHT AND EZ6634'REFERENCE TAG, 3.9 METERS (12.8 FT) WEST-SOUTHWEST FROM A METAL WATER EZ6634'VALVE COVER. EZ6634'STATION IS 0.3 METER (1 FT) ABOVE THE LEVEL OF HIGHWAY. EZ6634 EZ6634 STATION RECOVERY (2005) EZ6634 EZ6634'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ6634'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5112 *********************************************************************** EZ5112 DESIGNATION - ASBURY TV WNAO RAD WKIX MAST EZ5112 PID - EZ5112 EZ5112 STATE/COUNTY- NC/WAKE EZ5112 USGS QUAD - RALEIGH WEST (1988) EZ5112 EZ5112 *CURRENT SURVEY CONTROL EZ5112 ___________________________________________________________________ EZ5112* NAD 83(1986)- 35 47 29.29254(N) 078 44 20.06134(W) ADJUSTED EZ5112* NAVD 88 - EZ5112 ___________________________________________________________________ EZ5112 LAPLACE CORR- -7.20 (seconds) DEFLEC99 EZ5112 GEOID HEIGHT- -32.46 (meters) GEOID03 EZ5112 EZ5112 HORZ ORDER - THIRD EZ5112 EZ5112.The North Carolina HARNS have been completed but, EZ5112.due to contractual restrictions, coordinates for these stations EZ5112.will NOT be published in the near future. In the interim, the EZ5112.published coordinates in North Carolina will not be EZ5112.consistent with the Continuously Operating Reference Stations EZ5112.(CORS). The HARN coordinates for these stations are available EZ5112.upon request. Contact Gary Thompson(919-733-3836). EZ5112. EZ5112.In addition, the published North Carolina positions EZ5112.(NAD 83 (1986)) are NOT consistent with those determined in EZ5112.adjacent state readjustments. The discontinuity between stations EZ5112.located in North Carolina and those in adjacent states EZ5112.which have been adjusted to the HARN may be as much as 5 EZ5112.decimeters. This will result in a significant loss of accuracy EZ5112.over lines crossing such state borders. EZ5112 EZ5112 EZ5112.The horizontal coordinates were established by classical geodetic methods EZ5112.and adjusted by the National Geodetic Survey in July 1986. EZ5112 EZ5112 EZ5112.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5112 EZ5112.The geoid height was determined by GEOID03. EZ5112 EZ5112; North East Units Scale Factor Converg. EZ5112;SPC NC - 226,495.366 633,202.254 MT 0.99991686 +0 09 02.5 EZ5112;SPC NC - 743,093.55 2,077,431.06 sFT 0.99991686 +0 09 02.5 EZ5112;UTM 17 - 3,963,178.608 704,339.083 MT 1.00011454 +1 19 22.2 EZ5112 EZ5112 SUPERSEDED SURVEY CONTROL EZ5112 EZ5112 NAD 27 - 35 47 28.75300(N) 078 44 21.04200(W) AD( ) 3 EZ5112 EZ5112.Superseded values are not recommended for survey control. EZ5112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5112.See file dsdata.txt to determine how the superseded data were derived. EZ5112 EZ5112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0433963179(NAD 83) EZ5112_MARKER: 42 = RADIO/TV MAST EZ5112 EZ5112 HISTORY - Date Condition Report By EZ5112 HISTORY - 1957 FIRST OBSERVED CGS EZ5112 HISTORY - 1958 GOOD CGS EZ5112 HISTORY - 20040329 MARK NOT FOUND USPSQD EZ5112 HISTORY - 20040911 MARK NOT FOUND GEOCAC EZ5112 EZ5112 STATION DESCRIPTION EZ5112 EZ5112'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE) EZ5112'STATION IS LOCATED ALONG OLD RALEIGH-DURHAM HIGHWAY ABOUT 5.6 MILES EZ5112'WEST OF RALEIGH AND NEAR ASBURY. STATION IS OF STEEL CONSTRUCTION EZ5112'AND HAS A LARGE ANTENNA POLE ATOP MAST. STATION IS THE TALLEST EZ5112'OF FOUR MAST, PAINTED RED AND WHITE AND IS 396 FEET TALL. THE EZ5112'POINT INTERSECTED WAS THE LIGHT ATOP ANTENNA. EZ5112 EZ5112 STATION RECOVERY (1958) EZ5112 EZ5112'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV) EZ5112'STATION RECOVERED AS DESCRIBED. DESCRIPTION ADEQUATE. EZ5112 EZ5112 STATION RECOVERY (2004) EZ5112 EZ5112'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM) EZ5112'MARK NOT FOUND. EZ5112 EZ5112 STATION RECOVERY (2004) EZ5112 EZ5112'RECOVERY NOTE BY GEOCACHING 2004 (P) EZ5112'RADIO STATION HAS RELOCATED TO N35-47-36 W78-43-07, DUE TO COMMERCIAL EZ5112'DEVELOPMENT NEAR THIS SITE. ANTENNA TOWERS HAVE BEEN REMOVED FROM THIS EZ5112'LOCATION. (SEE EZ-0678 FOR ADDITIONAL INFORMATION.) 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2216 *********************************************************************** EZ2216 DESIGNATION - ASIDE EZ2216 PID - EZ2216 EZ2216 STATE/COUNTY- NC/WAKE EZ2216 USGS QUAD - GARNER (1993) EZ2216 EZ2216 *CURRENT SURVEY CONTROL EZ2216 ___________________________________________________________________ EZ2216* NAD 83(1986)- 35 39 50.76166(N) 078 36 24.77249(W) ADJUSTED EZ2216* NAVD 88 - 80.243 (meters) 263.26 (feet) ADJUSTED EZ2216 ___________________________________________________________________ EZ2216 LAPLACE CORR- -7.35 (seconds) DEFLEC99 EZ2216 GEOID HEIGHT- -33.27 (meters) GEOID03 EZ2216 DYNAMIC HT - 80.172 (meters) 263.03 (feet) COMP EZ2216 MODELED GRAV- 979,748.9 (mgal) NAVD 88 EZ2216 EZ2216 HORZ ORDER - SECOND EZ2216 VERT ORDER - SECOND CLASS I EZ2216 EZ2216.The North Carolina HARNS have been completed but, EZ2216.due to contractual restrictions, coordinates for these stations EZ2216.will NOT be published in the near future. In the interim, the EZ2216.published coordinates in North Carolina will not be EZ2216.consistent with the Continuously Operating Reference Stations EZ2216.(CORS). The HARN coordinates for these stations are available EZ2216.upon request. Contact Gary Thompson(919-733-3836). EZ2216. EZ2216.In addition, the published North Carolina positions EZ2216.(NAD 83 (1986)) are NOT consistent with those determined in EZ2216.adjacent state readjustments. The discontinuity between stations EZ2216.located in North Carolina and those in adjacent states EZ2216.which have been adjusted to the HARN may be as much as 5 EZ2216.decimeters. This will result in a significant loss of accuracy EZ2216.over lines crossing such state borders. EZ2216 EZ2216 EZ2216.The horizontal coordinates were established by classical geodetic methods EZ2216.and adjusted by the National Geodetic Survey in July 1986. EZ2216 EZ2216.The orthometric height was determined by differential leveling EZ2216.and adjusted by the National Geodetic Survey in June 1991. EZ2216 EZ2216.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2216 EZ2216.The geoid height was determined by GEOID03. EZ2216 EZ2216.The dynamic height is computed by dividing the NAVD 88 EZ2216.geopotential number by the normal gravity value computed on the EZ2216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2216.degrees latitude (g = 980.6199 gals.). EZ2216 EZ2216.The modeled gravity was interpolated from observed gravity values. EZ2216 EZ2216; North East Units Scale Factor Converg. EZ2216;SPC NC - 212,403.940 645,192.247 MT 0.99989841 +0 13 36.8 EZ2216;SPC NC - 696,861.93 2,116,768.23 sFT 0.99989841 +0 13 36.8 EZ2216;UTM 17 - 3,949,331.757 716,617.377 MT 1.00017826 +1 23 44.9 EZ2216 EZ2216! - Elev Factor x Scale Factor = Combined Factor EZ2216!SPC NC - 0.99999263 x 0.99989841 = 0.99989104 EZ2216!UTM 17 - 0.99999263 x 1.00017826 = 1.00017089 EZ2216 EZ2216|---------------------------------------------------------------------| EZ2216| PID Reference Object Distance Geod. Az | EZ2216| dddmmss.s | EZ2216| EZ2215 KENDALL 392.513 METERS 02008 | EZ2216|---------------------------------------------------------------------| EZ2216 EZ2216 SUPERSEDED SURVEY CONTROL EZ2216 EZ2216 NAD 27 - 35 39 50.20962(N) 078 36 25.75612(W) AD( ) 2 EZ2216 NGVD 29 (??/??/92) 80.492 (m) 264.08 (f) ADJ UNCH 2 1 EZ2216 EZ2216.Superseded values are not recommended for survey control. EZ2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2216.See file dsdata.txt to determine how the superseded data were derived. EZ2216 EZ2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1661749332(NAD 83) EZ2216_MARKER: DE = TRAVERSE STATION DISK EZ2216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2216_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2216_STAMPING: ASIDE 1968 EZ2216_MARK LOGO: NCGS EZ2216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2216+STABILITY: SURFACE MOTION EZ2216 EZ2216 HISTORY - Date Condition Report By EZ2216 HISTORY - 1968 MONUMENTED NCGS EZ2216 HISTORY - 1976 GOOD NCGS EZ2216 HISTORY - 1978 GOOD NCGS EZ2216 HISTORY - 1978 GOOD NCGS EZ2216 HISTORY - 1987 GOOD USPSQD EZ2216 HISTORY - 20050528 MARK NOT FOUND USPSQD EZ2216 EZ2216 STATION DESCRIPTION EZ2216 EZ2216'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EZ2216'ASIDE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2216'IN THE VICINITY OF CLAYTON, NORTH CAROLINA. EZ2216' EZ2216'ASIDE IS LOCATED APPROXIMATELY 3.1 MILES SOUTH OF THE CENTER EZ2216'OF GARNER. TO REACH STATION PROCEED FROM THE INTERSECTION OF EZ2216'NC 50 WITH U.S. 70 IN GARNER, GO SOUTH ON NC 50 FOR 3.25 MILES EZ2216'TO STATION. WHICH IS ON THE EAST SHOULDER OF NC 50 IN CURVE, EZ2216'IN LINE WITH POWER POLE WITH BANK OF TRANSFORMERS ON WEST SIDE EZ2216'OF NC 50, 0.4 MILE SOUTH OF INTERSECTION OF SR 2703 AND NORTH EZ2216'OF BRIDGE OVER SWIFT CREEK. EZ2216' EZ2216'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2216'ASIDE 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2216'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ2216' EZ2216'MARK IS EZ2216' EZ2216'21.0 FT ENE OF C/L OF NC 50 EZ2216' EZ2216'147.8 FT SE OF 4 X 4 POST WITH UNLAWFUL TO PASS STOPPED EZ2216'SCHOOL BUS SIGN, AND WITH ALUMINUM REF. TAG EZ2216' EZ2216'22.4 FT NW OF 4 INCH OAK WITH ALUMINUM REF. TAG AT NORTH END OF EZ2216'WOODS LINE EZ2216' EZ2216'32.6 FT NNW OF 6 INCH PINE WITH ALUMINUM REF. TAG ON EAST SIDE OF EZ2216'NC 50 EZ2216 EZ2216 STATION RECOVERY (1976) EZ2216 EZ2216'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2216'3.0 MI S FROM GARNER. EZ2216'TO REACH STATION FROM THE NC 50 BRIDGE OVER SWIFT CREEK AT LAKE BENSON EZ2216'DAM, PROCEED NORTH ALONG NC 50 FOR 0.3 MILE TO STATION ON RIGHT AT EZ2216'NORTH END OF A NARROW STRIP OF WOODS, 0.35 MILE SOUTH OF NEW BETHEL EZ2216'CHURCH. 21.0 FT. ENE OF CENTERLINE OF NC 50, 22.4 FT. NW OF A 4 INCH EZ2216'PERSIMMON WITH ALUMINUM REF. TAG, 32.6 FT. NNW OF 6 INCH PINE WITH EZ2216'ALUMINUM REF. TAG, 124.2 FT. ESE OF POWER POLE NO. P47 WITH ALUMINUM EZ2216'REF. TAG AND 51.4 FT. E OF INTERSECTION SIGN POST WITH ALUMINUM REF. EZ2216'TAG. DISK IS SET IN CONCRETE CYLINDER, 12 INCHES BELOW THE SURFACE OF EZ2216'THE GROUND. EZ2216 EZ2216 STATION RECOVERY (1978) EZ2216 EZ2216'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (CEH) EZ2216'THE STATION WAS RECOVERED IN GOOD CONDITION. A COMPLETE NEW EZ2216'DESCRIPTION FOLLOWS. EZ2216'THE STATION IS LOCATED APPROXIMATELY 3.0 MILES SOUTH OF GARNER. EZ2216' EZ2216'TO REACH THE STATION FROM THE NC 50 BRIDGE OVER SWIFT CREEK AT LAKE EZ2216'BENSON DAM, PROCEED NORTH ALONG NC 50 FOR 0.3 MILE TO STATION ON THE EZ2216'RIGHT AT NORTH END OF A NARROW STRIP OF WOODS, AND 0.35 MILE SOUTH OF EZ2216'NEW BETHEL CHURCH. EZ2216' EZ2216'STATION MARK IS SET IN A CONCRETE CYLINDER WHICH IS 12 INCHES BELOW EZ2216'THE GROUND SURFACE. THE MARK IS 21.0 FEET EAST-SOUTHEAST OF EZ2216'CENTERLINE OF NC 50, 22.4 FEET NORTHWEST OF A 4 INCH PERSIMMON WITH EZ2216'REFERENCE TAG, 32.6 FEET NORTH-NORTHWEST OF 6 INCH PINE WITH REFERENCE EZ2216'TAG, 124.2 FEET EAST-SOUTHEAST OF POWER POLE P 47 WITH REFERENCE TAG EZ2216'AND 51.4 FEET EAST OF INTERSECTION SIGN POST WITH REFERENCE TAG. EZ2216 EZ2216 STATION RECOVERY (1978) EZ2216 EZ2216'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EZ2216'RECOVERED IN GOOD CONDITION. EZ2216 EZ2216 STATION RECOVERY (1987) EZ2216 EZ2216'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ2216'RECOVERED IN GOOD CONDITION. EZ2216 EZ2216 STATION RECOVERY (2005) EZ2216 EZ2216'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ2216'MARK NOT FOUND 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6534 *********************************************************************** EZ6534 DESIGNATION - ATHENS EZ6534 PID - EZ6534 EZ6534 STATE/COUNTY- NC/WAKE EZ6534 USGS QUAD - RALEIGH WEST (1988) EZ6534 EZ6534 *CURRENT SURVEY CONTROL EZ6534 ___________________________________________________________________ EZ6534* NAD 83(1986)- 35 46 25.43162(N) 078 42 57.20950(W) ADJUSTED EZ6534* NAVD 88 - 135.3 (meters) 444. (feet) VERTCON EZ6534 ___________________________________________________________________ EZ6534 LAPLACE CORR- -6.93 (seconds) DEFLEC99 EZ6534 GEOID HEIGHT- -32.60 (meters) GEOID03 EZ6534 EZ6534 HORZ ORDER - SECOND EZ6534 EZ6534.The North Carolina HARNS have been completed but, EZ6534.due to contractual restrictions, coordinates for these stations EZ6534.will NOT be published in the near future. In the interim, the EZ6534.published coordinates in North Carolina will not be EZ6534.consistent with the Continuously Operating Reference Stations EZ6534.(CORS). The HARN coordinates for these stations are available EZ6534.upon request. Contact Gary Thompson(919-733-3836). EZ6534. EZ6534.In addition, the published North Carolina positions EZ6534.(NAD 83 (1986)) are NOT consistent with those determined in EZ6534.adjacent state readjustments. The discontinuity between stations EZ6534.located in North Carolina and those in adjacent states EZ6534.which have been adjusted to the HARN may be as much as 5 EZ6534.decimeters. This will result in a significant loss of accuracy EZ6534.over lines crossing such state borders. EZ6534 EZ6534 EZ6534.The horizontal coordinates were established by classical geodetic methods EZ6534.and adjusted by the National Geodetic Survey in December 1992. EZ6534 EZ6534.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6534 EZ6534.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6534 EZ6534.The geoid height was determined by GEOID03. EZ6534 EZ6534; North East Units Scale Factor Converg. EZ6534;SPC NC - 224,533.007 635,288.218 MT 0.99991399 +0 09 50.3 EZ6534;SPC NC - 736,655.37 2,084,274.76 sFT 0.99991399 +0 09 50.3 EZ6534;UTM 17 - 3,961,258.931 706,465.182 MT 1.00012531 +1 20 08.6 EZ6534 EZ6534! - Elev Factor x Scale Factor = Combined Factor EZ6534!SPC NC - 0.99998389 x 0.99991399 = 0.99989788 EZ6534!UTM 17 - 0.99998389 x 1.00012531 = 1.00010919 EZ6534 EZ6534 SUPERSEDED SURVEY CONTROL EZ6534 EZ6534 NGVD 29 (12/28/92) 135.5 (m) 445. (f) VERT ANG EZ6534 EZ6534.Superseded values are not recommended for survey control. EZ6534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6534.See file dsdata.txt to determine how the superseded data were derived. EZ6534 EZ6534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0646561259(NAD 83) EZ6534_MARKER: DH = HORIZONTAL CONTROL DISK EZ6534_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN EZ6534+WITH SETTING: PAVEMENT EZ6534_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6534+STABILITY: SURFACE MOTION EZ6534 EZ6534 HISTORY - Date Condition Report By EZ6534 HISTORY - 1984 MONUMENTED NCGS EZ6534 EZ6534 STATION DESCRIPTION EZ6534 EZ6534'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6534'AT THE ATHENS DRIVE OVERPASS OF US 1-US 64 IN THE SOUTHWEST BRIDGE EZ6534'FLOOR. EZ6534' EZ6534'THE STATION IS A STANDARD NCGS DISK STAMPED---ATHENS 1984---, EZ6534'SET INTO A DRILLED HOLE. LOCATED EZ6534'3.6 METERS (11.7 FT) SOUTHWEST OF THE CENTERLINE OF THE BRIDGE, EZ6534'14.6 METERS (47.9 FT) NORTHWEST OF THE SOUTHEAST END OF A WHEEL EZ6534'GUARD, AND EZ6534'1.4 METERS (4.4 FT) NORTHEAST OF THE BRIDGE RAIL POST. EZ6534' EZ6534'MARK IS 1 FT ABOVE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3148 *********************************************************************** EZ3148 DESIGNATION - ATKINS EZ3148 PID - EZ3148 EZ3148 STATE/COUNTY- NC/WAKE EZ3148 USGS QUAD - LAKE WHEELER (1993) EZ3148 EZ3148 *CURRENT SURVEY CONTROL EZ3148 ___________________________________________________________________ EZ3148* NAD 83(1986)- 35 44 46.74708(N) 078 43 50.26519(W) ADJUSTED EZ3148* NAVD 88 - 142.086 (meters) 466.16 (feet) ADJUSTED EZ3148 ___________________________________________________________________ EZ3148 LAPLACE CORR- -6.66 (seconds) DEFLEC99 EZ3148 GEOID HEIGHT- -32.60 (meters) GEOID03 EZ3148 DYNAMIC HT - 141.963 (meters) 465.76 (feet) COMP EZ3148 MODELED GRAV- 979,762.5 (mgal) NAVD 88 EZ3148 EZ3148 HORZ ORDER - SECOND EZ3148 VERT ORDER - FIRST CLASS II EZ3148 EZ3148.The North Carolina HARNS have been completed but, EZ3148.due to contractual restrictions, coordinates for these stations EZ3148.will NOT be published in the near future. In the interim, the EZ3148.published coordinates in North Carolina will not be EZ3148.consistent with the Continuously Operating Reference Stations EZ3148.(CORS). The HARN coordinates for these stations are available EZ3148.upon request. Contact Gary Thompson(919-733-3836). EZ3148. EZ3148.In addition, the published North Carolina positions EZ3148.(NAD 83 (1986)) are NOT consistent with those determined in EZ3148.adjacent state readjustments. The discontinuity between stations EZ3148.located in North Carolina and those in adjacent states EZ3148.which have been adjusted to the HARN may be as much as 5 EZ3148.decimeters. This will result in a significant loss of accuracy EZ3148.over lines crossing such state borders. EZ3148 EZ3148 EZ3148.The horizontal coordinates were established by classical geodetic methods EZ3148.and adjusted by the National Geodetic Survey in July 1986. EZ3148 EZ3148.The orthometric height was determined by differential leveling EZ3148.and adjusted by the National Geodetic Survey in June 1991. EZ3148 EZ3148.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3148 EZ3148.The geoid height was determined by GEOID03. EZ3148 EZ3148.The dynamic height is computed by dividing the NAVD 88 EZ3148.geopotential number by the normal gravity value computed on the EZ3148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ3148.degrees latitude (g = 980.6199 gals.). EZ3148 EZ3148.The modeled gravity was interpolated from observed gravity values. EZ3148 EZ3148; North East Units Scale Factor Converg. EZ3148;SPC NC - 221,488.044 633,964.001 MT 0.99990975 +0 09 19.7 EZ3148;SPC NC - 726,665.36 2,079,930.23 sFT 0.99990975 +0 09 19.7 EZ3148;UTM 17 - 3,958,186.891 705,203.216 MT 1.00011891 +1 19 34.4 EZ3148 EZ3148! - Elev Factor x Scale Factor = Combined Factor EZ3148!SPC NC - 0.99998282 x 0.99990975 = 0.99989257 EZ3148!UTM 17 - 0.99998282 x 1.00011891 = 1.00010172 EZ3148 EZ3148: Primary Azimuth Mark Grid Az EZ3148:SPC NC - HOLLY 074 06 09.5 EZ3148:UTM 17 - HOLLY 072 55 54.8 EZ3148 EZ3148|---------------------------------------------------------------------| EZ3148| PID Reference Object Distance Geod. Az | EZ3148| dddmmss.s | EZ3148| EZ5299 HOLLY APPROX. 0.8 KM 0741529.2 | EZ3148| EZ3295 SWIFT CREEK 257.810 METERS 25706 | EZ3148|---------------------------------------------------------------------| EZ3148 EZ3148 SUPERSEDED SURVEY CONTROL EZ3148 EZ3148 NAD 27 - 35 44 46.19856(N) 078 43 51.24638(W) AD( ) 2 EZ3148 NAVD 88 (11/04/98) 142.09 (m) 466.2 (f) LEVELING 3 EZ3148 NGVD 29 (07/19/86) 142.4 (m) 467. (f) VERT ANG EZ3148 EZ3148.Superseded values are not recommended for survey control. EZ3148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3148.See file dsdata.txt to determine how the superseded data were derived. EZ3148 EZ3148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0520358187(NAD 83) EZ3148_MARKER: DE = TRAVERSE STATION DISK EZ3148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3148_SP_SET: CONCRETE POST EZ3148_STAMPING: ATKINS 1965 EZ3148_MARK LOGO: NCGS EZ3148_PROJECTION: FLUSH EZ3148_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ3148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3148+STABILITY: SURFACE MOTION EZ3148 EZ3148 HISTORY - Date Condition Report By EZ3148 HISTORY - 1965 MONUMENTED NCGS EZ3148 HISTORY - 1985 GOOD NCGS EZ3148 HISTORY - 1985 GOOD NCGS EZ3148 HISTORY - 19951003 GOOD NCGS EZ3148 EZ3148 STATION DESCRIPTION EZ3148 EZ3148'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ3148'ATKINS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ3148'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ3148' EZ3148'ATKINS IS 5.6 MILES SW OF RALEIGH AND 4.0 MILES SE OF EZ3148'CARY. LOCATED 0.2 MILES E ALONG SR 1009 FROM SWIFT CREEK EZ3148'SCHOOL. 0.15 MILES E OF INTERSECTION OF SR 1009 AND SR EZ3148'1382. 1.8 MILES W OF WATTS CHURCH. 0.45 MILES W OF INTERSECTION EZ3148'OF SR 1009 AND SR 1349. ON S SIDE OF SR 1009. IN THE FRONT YARD EZ3148'OF A 1-1/2 STORY BRICK HOUSE BELONGING TO MR. J. R. ATKINS. IN EZ3148'NW CORNER OF FRONT YARD, E OF DRIVEWAY AND JUST S OF A EZ3148'DRAINAGE DITCH. EZ3148' EZ3148'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ3148'ATKINS 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ3148'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ3148' EZ3148'MARK IS EZ3148' EZ3148'22.7 FT S OF C/L OF SR 1009 EZ3148' EZ3148'50.9 FT W OF PP WITH ALUMINUM REF. TAG EZ3148' EZ3148'95.0 FT E OF PP WITH ALUMINUM REF. TAG EZ3148' EZ3148'88.9 FT SE OF 4X4 SCHOOL SIGN WITH ALUMINUM REF. TAG EZ3148' EZ3148'3.6 FT N OF DRIVEWAY DRAIN TILE EZ3148' EZ3148'10.0 FT E OF C/L OF DRIVE WAY EZ3148' EZ3148'28.1 FT N OF N END OF SMALL BRICK WALL EZ3148' EZ3148'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ3148 EZ3148 STATION RECOVERY (1985) EZ3148 EZ3148'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ3148'THE STATION WAS RECOVERED AT THIS DATE. EZ3148'STATION IS IN GOOD CONDITION AS DESCRIBED. EZ3148' EZ3148'STATION IS ABOUT 6.4 KM (4.0 MI) SOUTHEAST OF CARY. EZ3148' EZ3148'0.3 KM (0.2 MI) SOUTH ALONG GORMAN STREET FROM I 40 OVERPASS TO EZ3148'HOLLY SPRINGS ROAD (SR 1009), THENCE 2.7 KM (1.7 MI) WEST ALONG SR EZ3148'1009, OR 0.2 KM (0.15 MI) EAST OF SWIFT CREEK ELEMENTARY SCHOOL, IN EZ3148'FRONT YARD OF 1-1/2 STORY BRICK HOUSE. EZ3148' EZ3148'THE STATION IS A STANDARD NCGS DISK STAMPED---ATKINS 1965---, SET EZ3148'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER, EZ3148'RECESSED 10 CM BELOW GROUND. LOCATED EZ3148'6.9 METERS (22.5 FT) SOUTH OF CENTERLINE OF ROAD, EZ3148'3.5 METERS (11.6 FT) EAST OF CONCRETE DRIVEWAY, EZ3148'1.1 METERS (3.6 FT) SOUTH-SOUTHWEST OF EAST END OF DRIVEWAY CULVERT, EZ3148'8.6 METERS (28.1 FT) NORTH OF NORTH END OF BRICK WALL AND EZ3148'15.5 METERS (50.9 FT) WEST OF POWER POLE WITH REFERENCE TAG. EZ3148' EZ3148'NCGS EZ3148 EZ3148 STATION RECOVERY (1985) EZ3148 EZ3148'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 EZ3148'6.4 KM (4.0 MI) SE FROM CARY. EZ3148'STATION IS ABOUT 6.4 KM (4.0 MI) SOUTHEAST OF CARY. 0.3 KM (0.2 MI) EZ3148'SOUTH ALONG GORMAN STREET FROM I 40 OVERPASS TO HOLLY SPRINGS ROAD EZ3148'(SR 1009), THENCE 2.7 KM (1.7 MI) WEST ALONG SR 1009, OR 0.2 KM (0.15 EZ3148'MI) EAST OF SWIFT CREEK ELEMENTARY SCHOOL, IN FRONT YARD OF 1 1/2 EZ3148'STORY BRICK HOUSE. THE STATION IS A STANDARD NCGS DISK EZ3148'STAMPED---ATKINS 1965---, SET INTO THE TOP OF A ROUND CONCRETE EZ3148'MONUMENT 25 CM IN DIAMETER, RECESSED 10 CM BELOW GROUND. LOCATED 6.9 EZ3148'METERS (22.5 FT) SOUTH OF CENTERLINE OF ROAD, 3.5 METERS (11.6 FT) EZ3148'EAST OF CONCRETE DRIVEWAY, 1.1 METERS (3.6 FT) SOUTH-SOUTHWEST OF EZ3148'EAST END OF DRIVEWAY CULVERT, 8.6 METERS (28.1 FT) NORTH OF NORTH END EZ3148'OF BRICK WALL AND 15.5 METERS (50.9 FT) WEST OF POWER POLE WITH EZ3148'REFERENCE TAG. MARK IS LEVEL WITH ROAD. EZ3148 EZ3148 STATION RECOVERY (1995) EZ3148 EZ3148'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG) EZ3148'RECOVERED AS DESCRIBED. SR 1009 IS TRYON ROAD. MARK IS RECESSED 4 EZ3148'INCHES BELOW GROUND. LOCATED 96.2 FT (29.3 M) EAST OF A POWER POLE, EZ3148'70.8 FT (21.6 M) WEST OF A POWER POLE--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7494 *********************************************************************** AE7494 DESIGNATION - ATLANTIC AE7494 PID - AE7494 AE7494 STATE/COUNTY- NC/WAKE AE7494 USGS QUAD - RALEIGH EAST (1993) AE7494 AE7494 *CURRENT SURVEY CONTROL AE7494 ___________________________________________________________________ AE7494* NAD 83(1986)- 35 49 09.62511(N) 078 36 54.55149(W) ADJUSTED AE7494* NAVD 88 - 73.930 (meters) 242.55 (feet) ADJUSTED AE7494 ___________________________________________________________________ AE7494 LAPLACE CORR- -7.51 (seconds) DEFLEC99 AE7494 GEOID HEIGHT- -32.92 (meters) GEOID03 AE7494 DYNAMIC HT - 73.867 (meters) 242.35 (feet) COMP AE7494 MODELED GRAV- 979,774.5 (mgal) NAVD 88 AE7494 AE7494 HORZ ORDER - SECOND AE7494 VERT ORDER - SECOND CLASS II AE7494 AE7494.The North Carolina HARNS have been completed but, AE7494.due to contractual restrictions, coordinates for these stations AE7494.will NOT be published in the near future. In the interim, the AE7494.published coordinates in North Carolina will not be AE7494.consistent with the Continuously Operating Reference Stations AE7494.(CORS). The HARN coordinates for these stations are available AE7494.upon request. Contact Gary Thompson(919-733-3836). AE7494. AE7494.In addition, the published North Carolina positions AE7494.(NAD 83 (1986)) are NOT consistent with those determined in AE7494.adjacent state readjustments. The discontinuity between stations AE7494.located in North Carolina and those in adjacent states AE7494.which have been adjusted to the HARN may be as much as 5 AE7494.decimeters. This will result in a significant loss of accuracy AE7494.over lines crossing such state borders. AE7494 AE7494 AE7494.The horizontal coordinates were established by classical geodetic methods AE7494.and adjusted by the National Geodetic Survey in February 1998. AE7494 AE7494.The orthometric height was determined by differential leveling AE7494.and adjusted by the National Geodetic Survey in September 1998. AE7494 AE7494.The Laplace correction was computed from DEFLEC99 derived deflections. AE7494 AE7494.The geoid height was determined by GEOID03. AE7494 AE7494.The dynamic height is computed by dividing the NAVD 88 AE7494.geopotential number by the normal gravity value computed on the AE7494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7494.degrees latitude (g = 980.6199 gals.). AE7494 AE7494.The modeled gravity was interpolated from observed gravity values. AE7494 AE7494; North East Units Scale Factor Converg. AE7494;SPC NC - 229,623.831 644,376.581 MT 0.99992155 +0 13 19.6 AE7494;SPC NC - 753,357.52 2,114,092.17 sFT 0.99992155 +0 13 19.6 AE7494;UTM 17 - 3,966,535.944 715,449.505 MT 1.00017202 +1 23 46.4 AE7494 AE7494! - Elev Factor x Scale Factor = Combined Factor AE7494!SPC NC - 0.99999356 x 0.99992155 = 0.99991511 AE7494!UTM 17 - 0.99999356 x 1.00017202 = 1.00016558 AE7494 AE7494: Primary Azimuth Mark Grid Az AE7494:SPC NC - AVENUE 201 00 23.1 AE7494:UTM 17 - AVENUE 199 49 56.3 AE7494 AE7494|---------------------------------------------------------------------| AE7494| PID Reference Object Distance Geod. Az | AE7494| dddmmss.s | AE7494| AE7493 HIGHWOODS 392.388 METERS 05945 | AE7494| AE7505 AVENUE APPROX. 1.4 KM 2011342.7 | AE7494| EZ6594 RALEIGH CABLEVISION TOWER APPROX. 1.9 KM 2041402.2 | AE7494|---------------------------------------------------------------------| AE7494 AE7494 SUPERSEDED SURVEY CONTROL AE7494 AE7494 NGVD 29 (02/27/98) 74.21 (m) 243.5 (f) LEVELING 3 AE7494 AE7494.Superseded values are not recommended for survey control. AE7494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7494.See file dsdata.txt to determine how the superseded data were derived. AE7494 AE7494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1545066536(NAD 83) AE7494_MARKER: DH = HORIZONTAL CONTROL DISK AE7494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7494_STAMPING: ATLANTIC 1987 AE7494_MARK LOGO: NCGS AE7494_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7494+STABILITY: SURFACE MOTION AE7494 AE7494 HISTORY - Date Condition Report By AE7494 HISTORY - 1987 MONUMENTED NCGS AE7494 HISTORY - 19871001 GOOD NCGS AE7494 AE7494 STATION DESCRIPTION AE7494 AE7494'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7494'STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTH-NORTHEAST OF THE AE7494'CAPITAL SQUARE IN RALEIGH. ALONG ATLANTIC AVENUE FOR 0.7 KM (0.45 MI) AE7494'NORTH-NORTHEAST FROM HODGES STREET, BETWEEN THE SIDEWALK AND A LARGE AE7494'BILLBOARD SIGN. MARK IS FLUSH WITH GROUND AND 2 FEET (0.6 M) HIGHER AE7494'THAN THE ROAD. LOCATED 9.8 M (32.2 FT) NORTHWEST OF THE CENTERLINE OF AE7494'THE SOUTH BOUND LANE, 23.7 M (77.8 FT) WEST-SOUTHWEST OF A FIRE AE7494'HYDRANT, 20.6 M (67.6 FT) WEST OF A MANHOLE COVER, 20 M (65.6 FT) AE7494'EAST-NORTHEAST OF A METAL BILLBOARD SIGN POST, AND 19.5 M (64.0 FT) AE7494'(SLOPE DISTANCE) EAST-SOUTHEAST OF A TELEGRAPH POLE WITH A REFERENCE AE7494'TAG. AE7494 AE7494 STATION RECOVERY (1987) AE7494 AE7494'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7494'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7475 *********************************************************************** AE7475 DESIGNATION - ATSPRING AE7475 PID - AE7475 AE7475 STATE/COUNTY- NC/WAKE AE7475 USGS QUAD - RALEIGH EAST (1993) AE7475 AE7475 *CURRENT SURVEY CONTROL AE7475 ___________________________________________________________________ AE7475* NAD 83(1986)- 35 51 40.56135(N) 078 36 02.47448(W) ADJUSTED AE7475* NAVD 88 - 105.634 (meters) 346.57 (feet) ADJUSTED AE7475 ___________________________________________________________________ AE7475 LAPLACE CORR- -7.54 (seconds) DEFLEC99 AE7475 GEOID HEIGHT- -32.87 (meters) GEOID03 AE7475 DYNAMIC HT - 105.544 (meters) 346.27 (feet) COMP AE7475 MODELED GRAV- 979,776.7 (mgal) NAVD 88 AE7475 AE7475 HORZ ORDER - SECOND AE7475 VERT ORDER - SECOND CLASS II AE7475 AE7475.The North Carolina HARNS have been completed but, AE7475.due to contractual restrictions, coordinates for these stations AE7475.will NOT be published in the near future. In the interim, the AE7475.published coordinates in North Carolina will not be AE7475.consistent with the Continuously Operating Reference Stations AE7475.(CORS). The HARN coordinates for these stations are available AE7475.upon request. Contact Gary Thompson(919-733-3836). AE7475. AE7475.In addition, the published North Carolina positions AE7475.(NAD 83 (1986)) are NOT consistent with those determined in AE7475.adjacent state readjustments. The discontinuity between stations AE7475.located in North Carolina and those in adjacent states AE7475.which have been adjusted to the HARN may be as much as 5 AE7475.decimeters. This will result in a significant loss of accuracy AE7475.over lines crossing such state borders. AE7475 AE7475 AE7475.The horizontal coordinates were established by classical geodetic methods AE7475.and adjusted by the National Geodetic Survey in February 1998. AE7475 AE7475.The orthometric height was determined by differential leveling AE7475.and adjusted by the National Geodetic Survey in September 1998. AE7475 AE7475.The Laplace correction was computed from DEFLEC99 derived deflections. AE7475 AE7475.The geoid height was determined by GEOID03. AE7475 AE7475.The dynamic height is computed by dividing the NAVD 88 AE7475.geopotential number by the normal gravity value computed on the AE7475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7475.degrees latitude (g = 980.6199 gals.). AE7475 AE7475.The modeled gravity was interpolated from observed gravity values. AE7475 AE7475; North East Units Scale Factor Converg. AE7475;SPC NC - 234,280.633 645,665.019 MT 0.99992906 +0 13 49.7 AE7475;SPC NC - 768,635.71 2,118,319.32 sFT 0.99992906 +0 13 49.7 AE7475;UTM 17 - 3,971,219.355 716,642.486 MT 1.00017837 +1 24 22.0 AE7475 AE7475! - Elev Factor x Scale Factor = Combined Factor AE7475!SPC NC - 0.99998858 x 0.99992906 = 0.99991764 AE7475!UTM 17 - 0.99998858 x 1.00017837 = 1.00016695 AE7475 AE7475 SUPERSEDED SURVEY CONTROL AE7475 AE7475 NGVD 29 (02/27/98) 105.91 (m) 347.5 (f) LEVELING 3 AE7475 AE7475.Superseded values are not recommended for survey control. AE7475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7475.See file dsdata.txt to determine how the superseded data were derived. AE7475 AE7475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1664271219(NAD 83) AE7475_MARKER: DH = HORIZONTAL CONTROL DISK AE7475_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. AE7475_SP_SET: SIDEWALK AE7475_STAMPING: ATSPRING 1987 AE7475_MARK LOGO: NCGS AE7475_MAGNETIC: N = NO MAGNETIC MATERIAL AE7475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AE7475 AE7475 HISTORY - Date Condition Report By AE7475 HISTORY - 1987 MONUMENTED NCGS AE7475 HISTORY - 19870101 GOOD NCGS AE7475 HISTORY - 20041116 MARK NOT FOUND USPSQD AE7475 AE7475 STATION DESCRIPTION AE7475 AE7475'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7475'STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) NORTH-NORTHEAST OF CAPITAL AE7475'SQUARE IN RALEIGH. AT THE INTERSECTION OF ATLANTIC AVENUE AND SPRING AE7475'FOREST ROAD, IN THE SOUTHWEST QUADRANT, IN THE SIDEWALK. MARK IS LEVEL AE7475'WITH ROAD. LOCATED 7.6 M (24.9 FT) SOUTHWEST OF THE CENTERLINE OF THE AE7475'EAST BOUND LANE OF SPRING FOREST ROAD, 13.0 M (42.7 FT) NORTHWEST OF AE7475'THE CENTERLINE OF THE NORTH BOUND LANE OF ATLANTIC AVENUE--AND 2.7 M AE7475'(8.9 FT) NORTH OF A SIGNAL LIGHT SUPPORT POLE, 11.5 M (37.7 FT) EAST AE7475'OF A 10-INCH PINE--BOTH WITH REFERENCE TAGS. AE7475 AE7475 STATION RECOVERY (1987) AE7475 AE7475'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7475'RECOVERED AS DESCRIBED. AE7475 AE7475 STATION RECOVERY (2004) AE7475 AE7475'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) AE7475'MARK NOT FOUND, DUE TO HEAVY ROADWORK AND ROAD WIDENEING, ALL AE7475'DIRECTIONS LEAD TO MARKER BEING UNDER HIGHWAY 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5227 *********************************************************************** EZ5227 DESIGNATION - AUBURN EZ5227 PID - EZ5227 EZ5227 STATE/COUNTY- NC/WAKE EZ5227 USGS QUAD - GARNER (1993) EZ5227 EZ5227 *CURRENT SURVEY CONTROL EZ5227 ___________________________________________________________________ EZ5227* NAD 83(1986)- 35 42 25.37976(N) 078 32 22.17775(W) ADJUSTED EZ5227* NAVD 88 - 121.8 (meters) 400. (feet) VERTCON EZ5227 ___________________________________________________________________ EZ5227 LAPLACE CORR- -6.82 (seconds) DEFLEC99 EZ5227 GEOID HEIGHT- -33.51 (meters) GEOID03 EZ5227 EZ5227 HORZ ORDER - SECOND EZ5227 EZ5227.The North Carolina HARNS have been completed but, EZ5227.due to contractual restrictions, coordinates for these stations EZ5227.will NOT be published in the near future. In the interim, the EZ5227.published coordinates in North Carolina will not be EZ5227.consistent with the Continuously Operating Reference Stations EZ5227.(CORS). The HARN coordinates for these stations are available EZ5227.upon request. Contact Gary Thompson(919-733-3836). EZ5227. EZ5227.In addition, the published North Carolina positions EZ5227.(NAD 83 (1986)) are NOT consistent with those determined in EZ5227.adjacent state readjustments. The discontinuity between stations EZ5227.located in North Carolina and those in adjacent states EZ5227.which have been adjusted to the HARN may be as much as 5 EZ5227.decimeters. This will result in a significant loss of accuracy EZ5227.over lines crossing such state borders. EZ5227 EZ5227 EZ5227.The horizontal coordinates were established by classical geodetic methods EZ5227.and adjusted by the National Geodetic Survey in July 1986. EZ5227 EZ5227.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5227 EZ5227.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5227 EZ5227.The geoid height was determined by GEOID03. EZ5227 EZ5227; North East Units Scale Factor Converg. EZ5227;SPC NC - 217,195.030 651,271.027 MT 0.99990408 +0 15 56.8 EZ5227;SPC NC - 712,580.69 2,136,711.69 sFT 0.99990408 +0 15 56.8 EZ5227;UTM 17 - 3,954,247.398 722,598.824 MT 1.00021063 +1 26 11.9 EZ5227 EZ5227! - Elev Factor x Scale Factor = Combined Factor EZ5227!SPC NC - 0.99998614 x 0.99990408 = 0.99989022 EZ5227!UTM 17 - 0.99998614 x 1.00021063 = 1.00019677 EZ5227 EZ5227: Primary Azimuth Mark Grid Az EZ5227:SPC NC - BURNETTE 139 31 58.3 EZ5227:UTM 17 - BURNETTE 138 21 43.2 EZ5227 EZ5227|---------------------------------------------------------------------| EZ5227| PID Reference Object Distance Geod. Az | EZ5227| dddmmss.s | EZ5227| EZ5229 BURNETTE APPROX. 0.6 KM 1394755.1 | EZ5227|---------------------------------------------------------------------| EZ5227 EZ5227 SUPERSEDED SURVEY CONTROL EZ5227 EZ5227 NAD 27 - 35 42 24.82940(N) 078 32 23.16977(W) AD( ) 2 EZ5227 NGVD 29 (07/19/86) 122.1 (m) 401. (f) VERT ANG EZ5227 EZ5227.Superseded values are not recommended for survey control. EZ5227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5227.See file dsdata.txt to determine how the superseded data were derived. EZ5227 EZ5227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2259954247(NAD 83) EZ5227_MARKER: DE = TRAVERSE STATION DISK EZ5227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5227_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5227_STAMPING: AUBURN 1965 EZ5227_MARK LOGO: NCGS EZ5227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5227+STABILITY: SURFACE MOTION EZ5227 EZ5227 HISTORY - Date Condition Report By EZ5227 HISTORY - 1965 MONUMENTED NCGS EZ5227 EZ5227 STATION DESCRIPTION EZ5227 EZ5227'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ5227'AUBURN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5227'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5227' EZ5227'AUBURN IS 7.5 MILES SE OF GARNER. TO REACH STATION FROM EZ5227'SR 1004 AND SR 2547 NEAR GARNER HIGH SCHOOL. GO 1.75 MILES EZ5227'SE ALONG SR 1004 TO DIRT ROAD (SR 2548). TURN LEFT (NORTH) ON EZ5227'SR 2548 FOR 0.8 MILES TO FORK IN ROAD, TAKE RIGHT FORK EZ5227'(SR 2549) DIRT ROAD FOR 1.0 MILE TO STATION ON LEFT SIDE OF EZ5227'SR 2549. STATION IS 0.4 MILES W ALONG SR 2542 FROM SR 2555. EZ5227'TURN LEFT ON SR 2549 FOR 0.1 MILE TO STATION ON RIGHT ON A EZ5227'DITCH BANK IN EDGE OF FIELD. EZ5227' EZ5227'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5227'AUBURN 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5227'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5227' EZ5227'MARK IS EZ5227' EZ5227'18.7 FT W OF C/L OF SR 2549 EZ5227' EZ5227'198.5 FT SW OF TP 4-1/2 WITH ALUMINUM REF. TAG EZ5227' EZ5227'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2245 *********************************************************************** EZ2245 DESIGNATION - AUCTION EZ2245 PID - EZ2245 EZ2245 STATE/COUNTY- NC/WAKE EZ2245 USGS QUAD - FUQUAY-VARINA (1993) EZ2245 EZ2245 *CURRENT SURVEY CONTROL EZ2245 ___________________________________________________________________ EZ2245* NAD 83(1986)- 35 35 39.12403(N) 078 45 15.96582(W) ADJUSTED EZ2245* NAVD 88 - 121.587 (meters) 398.91 (feet) ADJUSTED EZ2245 ___________________________________________________________________ EZ2245 LAPLACE CORR- -4.77 (seconds) DEFLEC99 EZ2245 GEOID HEIGHT- -32.81 (meters) GEOID03 EZ2245 DYNAMIC HT - 121.481 (meters) 398.56 (feet) COMP EZ2245 MODELED GRAV- 979,755.5 (mgal) NAVD 88 EZ2245 EZ2245 HORZ ORDER - SECOND EZ2245 VERT ORDER - SECOND CLASS II EZ2245 EZ2245.The North Carolina HARNS have been completed but, EZ2245.due to contractual restrictions, coordinates for these stations EZ2245.will NOT be published in the near future. In the interim, the EZ2245.published coordinates in North Carolina will not be EZ2245.consistent with the Continuously Operating Reference Stations EZ2245.(CORS). The HARN coordinates for these stations are available EZ2245.upon request. Contact Gary Thompson(919-733-3836). EZ2245. EZ2245.In addition, the published North Carolina positions EZ2245.(NAD 83 (1986)) are NOT consistent with those determined in EZ2245.adjacent state readjustments. The discontinuity between stations EZ2245.located in North Carolina and those in adjacent states EZ2245.which have been adjusted to the HARN may be as much as 5 EZ2245.decimeters. This will result in a significant loss of accuracy EZ2245.over lines crossing such state borders. EZ2245 EZ2245 EZ2245.The horizontal coordinates were established by classical geodetic methods EZ2245.and adjusted by the National Geodetic Survey in July 1986. EZ2245 EZ2245.The orthometric height was determined by differential leveling EZ2245.and adjusted by the National Geodetic Survey in June 1991. EZ2245 EZ2245.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2245 EZ2245.The geoid height was determined by GEOID03. EZ2245 EZ2245.The dynamic height is computed by dividing the NAVD 88 EZ2245.geopotential number by the normal gravity value computed on the EZ2245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2245.degrees latitude (g = 980.6199 gals.). EZ2245 EZ2245.The modeled gravity was interpolated from observed gravity values. EZ2245 EZ2245; North East Units Scale Factor Converg. EZ2245;SPC NC - 204,606.328 631,852.683 MT 0.99989040 +0 08 30.2 EZ2245;SPC NC - 671,279.26 2,073,003.34 sFT 0.99989040 +0 08 30.2 EZ2245;UTM 17 - 3,941,262.000 703,436.143 MT 1.00011003 +1 18 26.9 EZ2245 EZ2245! - Elev Factor x Scale Factor = Combined Factor EZ2245!SPC NC - 0.99998607 x 0.99989040 = 0.99987647 EZ2245!UTM 17 - 0.99998607 x 1.00011003 = 1.00009610 EZ2245 EZ2245|---------------------------------------------------------------------| EZ2245| PID Reference Object Distance Geod. Az | EZ2245| dddmmss.s | EZ2245| EZ2244 LEON 346.117 METERS 11525 | EZ2245| EZ2246 CO OP 332.904 METERS 29014 | EZ2245|---------------------------------------------------------------------| EZ2245 EZ2245 SUPERSEDED SURVEY CONTROL EZ2245 EZ2245 NAD 27 - 35 35 38.56616(N) 078 45 16.93206(W) AD( ) 2 EZ2245 NGVD 29 (??/??/92) 121.855 (m) 399.79 (f) ADJ UNCH 2 2 EZ2245 EZ2245.Superseded values are not recommended for survey control. EZ2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2245.See file dsdata.txt to determine how the superseded data were derived. EZ2245 EZ2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0343641262(NAD 83) EZ2245_MARKER: DE = TRAVERSE STATION DISK EZ2245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2245_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2245_STAMPING: AUCTION 1976 EZ2245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2245+STABILITY: SURFACE MOTION EZ2245 EZ2245 HISTORY - Date Condition Report By EZ2245 HISTORY - 1976 MONUMENTED NCGS EZ2245 HISTORY - 1976 GOOD NCGS EZ2245 HISTORY - 20041105 MARK NOT FOUND GEOCAC EZ2245 EZ2245 STATION DESCRIPTION EZ2245 EZ2245'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2245'AUCTION IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2245'IN THE VICINITY OF WILLOW SPRINGS, NORTH CAROLINA. EZ2245' EZ2245'AUCTION IS LOCATED APPROXIMATELY 1.3 MILES WEST OF WILLOW SPRINGS EZ2245'AND 2.7 MILES EAST OF FUQUAY-VARINA. TO REACH STATION FROM EZ2245'INTERSECTION OF THE NC 42 WITH NC 55 NEAR THEIR JUNCTION WITH EZ2245'U.S. 401 EAST OF FUQUAY-VARINA, PROCEED EASTERLY ALONG NC 42 FOR EZ2245'0.25 MILE TO STATION ON LEFT, AT THE EAST END OF CUT ON NORTH EZ2245'SIDE OF HIGHWAY, APPROXIMATELY 200 FEET NORTHEAST OF A TIN EZ2245'COVERED TOBACCO WAREHOUSE AND 0.2 MILE EAST OF T INTERSECTION EZ2245'WITH SR 2795 (N). EZ2245' EZ2245'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2245'AUCTION 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2245'WHICH IS PROJECTING 1 INCH ABOVE THE SURFACE OF THE GROUND AND EZ2245'ABOUT 3 FEET HIGHER THAN ROAD SURFACE. EZ2245' EZ2245'MARK IS 27.8 FT NNE OF C/L OF NC 42 EZ2245' EZ2245'67.2 FT N OF CENTER OF TOP OF WESTERNMOST END OF CONCRETE EZ2245'CULVERT UNDER DRIVE TO TOBACCO WAREHOUSE EZ2245' EZ2245'30.7 FT SE OF 4 INCH PINE WITH ALUMINUM REF. TAG EZ2245' EZ2245'30.2 FT SW OF POWER POLE WITH 3 TRANSFORMERS AND WITH ALUMINUM EZ2245'REF. TAG EZ2245' EZ2245'36.5 FT WNW OF 4 INCH PINE WITH ALUMINUM REF. TAG EZ2245 EZ2245 STATION RECOVERY (1976) EZ2245 EZ2245'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2245'1.3 MI W FROM WILLOW SPRINGS. EZ2245'TO REACH STATION FROM INTERSECTION OF THE NC 42 WITH NC 55 NEAR THEIR EZ2245'JUNCTION WITH US 401 EAST OF FUQUAY-VARINA, PROCEED EASTERLY ALONG NC EZ2245'42 FOR 0.25 MILE TO STATION ON LEFT, AT THE EAST END OF CUT ON NORTH EZ2245'SIDE OF HIGHWAY, APPROXIMATELY 200 FEET NORTHEAST OF TIN COVERED EZ2245'TOBACCO WAREHOUSE, 0.2 MILE EAST OF T INTERSECTION WITH SR 2795 (N). EZ2245'27.8 FT. NNE OF CENTERLINE OF NC 42, 67.2 FT. N OF CENTER OF TOP OF EZ2245'WESTERNMOST END OF CONCRETE CULVERT UNDER DRIVE TO TOBACCO WAREHOUSE, EZ2245'30.7 FT. SE OF 4 INCH PINE WITH ALUMINUM REF. TAG, 30.2 FT. SW OF EZ2245'POWER POLE WITH 3 TRANSFORMERS AND WITH ALUMINUM REF. TAG AND 36.5 FT. EZ2245'WNW OF 4 INCH PINE WITH ALUMINUM REF. TAG. DISK IS SET IN CONCRETE EZ2245'CYLINDER, 1 INCH ABOVE THE SURFACE OF THE GROUND AND ABOUT 3 FEET EZ2245'HIGHER THAN ROAD SURFACE. EZ2245 EZ2245 STATION RECOVERY (2004) EZ2245 EZ2245'RECOVERY NOTE BY GEOCACHING 2004 (PFF) EZ2245'NOT FOUND. SHOULDER OF ROAD HAS BEEN GRADED FOR TRUCK TURNING AREA. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7509 *********************************************************************** AE7509 DESIGNATION - AUDI AE7509 PID - AE7509 AE7509 STATE/COUNTY- NC/WAKE AE7509 USGS QUAD - RALEIGH WEST (1988) AE7509 AE7509 *CURRENT SURVEY CONTROL AE7509 ___________________________________________________________________ AE7509* NAD 83(1986)- 35 46 20.29483(N) 078 38 25.62778(W) ADJUSTED AE7509* NAVD 88 - 100.1 (meters) 328. (feet) VERTCON AE7509 ___________________________________________________________________ AE7509 LAPLACE CORR- -7.41 (seconds) DEFLEC99 AE7509 GEOID HEIGHT- -32.92 (meters) GEOID03 AE7509 AE7509 HORZ ORDER - SECOND AE7509 AE7509.The North Carolina HARNS have been completed but, AE7509.due to contractual restrictions, coordinates for these stations AE7509.will NOT be published in the near future. In the interim, the AE7509.published coordinates in North Carolina will not be AE7509.consistent with the Continuously Operating Reference Stations AE7509.(CORS). The HARN coordinates for these stations are available AE7509.upon request. Contact Gary Thompson(919-733-3836). AE7509. AE7509.In addition, the published North Carolina positions AE7509.(NAD 83 (1986)) are NOT consistent with those determined in AE7509.adjacent state readjustments. The discontinuity between stations AE7509.located in North Carolina and those in adjacent states AE7509.which have been adjusted to the HARN may be as much as 5 AE7509.decimeters. This will result in a significant loss of accuracy AE7509.over lines crossing such state borders. AE7509 AE7509 AE7509.The horizontal coordinates were established by classical geodetic methods AE7509.and adjusted by the National Geodetic Survey in February 1998. AE7509 AE7509.The NAVD 88 height was computed by applying the VERTCON shift value to AE7509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7509 AE7509.The Laplace correction was computed from DEFLEC99 derived deflections. AE7509 AE7509.The geoid height was determined by GEOID03. AE7509 AE7509; North East Units Scale Factor Converg. AE7509;SPC NC - 224,396.814 642,109.438 MT 0.99991376 +0 12 27.1 AE7509;SPC NC - 736,208.55 2,106,654.05 sFT 0.99991376 +0 12 27.1 AE7509;UTM 17 - 3,961,262.291 713,289.322 MT 1.00016061 +1 22 47.4 AE7509 AE7509! - Elev Factor x Scale Factor = Combined Factor AE7509!SPC NC - 0.99998946 x 0.99991376 = 0.99990322 AE7509!UTM 17 - 0.99998946 x 1.00016061 = 1.00015007 AE7509 AE7509 SUPERSEDED SURVEY CONTROL AE7509 AE7509 NGVD 29 (02/27/98) 100.3 (m) 329. (f) VERT ANG AE7509 AE7509.Superseded values are not recommended for survey control. AE7509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7509.See file dsdata.txt to determine how the superseded data were derived. AE7509 AE7509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1328961262(NAD 83) AE7509_MARKER: DH = HORIZONTAL CONTROL DISK AE7509_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. AE7509_SP_SET: CONCRETE SIDEWALK AE7509_STAMPING: AUDI 1991 AE7509_MARK LOGO: NCGS AE7509_MAGNETIC: N = NO MAGNETIC MATERIAL AE7509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AE7509 AE7509 HISTORY - Date Condition Report By AE7509 HISTORY - 1991 MONUMENTED NCGS AE7509 HISTORY - 20040731 MARK NOT FOUND USPSQD AE7509 AE7509 STATION DESCRIPTION AE7509 AE7509'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB) AE7509'STATION IS LOCATED 0.55 MI (0.89 KM) SOUTH OF THE STATE CAPITOL IN AE7509'DOWNTOWN RALEIGH. AT THE INTERSECTION OF SOUTH SALISBURY AND EAST AE7509'SOUTH STREETS, IN THE NORTHEAST QUADRANT, IN THE SIDEWALK CURB. MARK AE7509'IS LEVEL WITH STREET. LOCATED 1.0 FT (0.3 M) EAST OF THE EAST CURB OF AE7509'SALISBURY STREET, 17.7 FT (5.4 M) WEST OF A FIRE HYDRANT, 12.0 FT (3.7 AE7509'M) NORTH-NORTHWEST OF A BELL SYSTEM MANHOLE IN THE SIDEWALK, AND 2.0 AE7509'FT (0.6 M) SOUTH-SOUTHWEST OF A POWER POLE WITH A STREET LAMP AND AE7509'REFERENCE TAG. AE7509 AE7509 STATION RECOVERY (2004) AE7509 AE7509'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM) AE7509'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5113 *********************************************************************** EZ5113 DESIGNATION - AUDITORIUM EZ5113 PID - EZ5113 EZ5113 STATE/COUNTY- NC/WAKE EZ5113 USGS QUAD - RALEIGH WEST (1988) EZ5113 EZ5113 *CURRENT SURVEY CONTROL EZ5113 ___________________________________________________________________ EZ5113* NAD 83(1986)- 35 46 20.26942(N) 078 38 26.20688(W) ADJUSTED EZ5113* NAVD 88 - 99.78 (+/-2cm) 327.4 (feet) VERTCON EZ5113 ___________________________________________________________________ EZ5113 LAPLACE CORR- -7.41 (seconds) DEFLEC99 EZ5113 GEOID HEIGHT- -32.92 (meters) GEOID03 EZ5113 EZ5113 HORZ ORDER - SECOND EZ5113 VERT ORDER - THIRD ? (See Below) EZ5113 EZ5113.The North Carolina HARNS have been completed but, EZ5113.due to contractual restrictions, coordinates for these stations EZ5113.will NOT be published in the near future. In the interim, the EZ5113.published coordinates in North Carolina will not be EZ5113.consistent with the Continuously Operating Reference Stations EZ5113.(CORS). The HARN coordinates for these stations are available EZ5113.upon request. Contact Gary Thompson(919-733-3836). EZ5113. EZ5113.In addition, the published North Carolina positions EZ5113.(NAD 83 (1986)) are NOT consistent with those determined in EZ5113.adjacent state readjustments. The discontinuity between stations EZ5113.located in North Carolina and those in adjacent states EZ5113.which have been adjusted to the HARN may be as much as 5 EZ5113.decimeters. This will result in a significant loss of accuracy EZ5113.over lines crossing such state borders. EZ5113 EZ5113 EZ5113.The horizontal coordinates were established by classical geodetic methods EZ5113.and adjusted by the National Geodetic Survey in July 1986. EZ5113 EZ5113.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5113.The vertical order pertains to the NGVD 29 superseded value. EZ5113 EZ5113.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5113 EZ5113.The geoid height was determined by GEOID03. EZ5113 EZ5113; North East Units Scale Factor Converg. EZ5113;SPC NC - 224,395.978 642,094.897 MT 0.99991376 +0 12 26.7 EZ5113;SPC NC - 736,205.80 2,106,606.34 sFT 0.99991376 +0 12 26.7 EZ5113;UTM 17 - 3,961,261.158 713,274.797 MT 1.00016053 +1 22 47.1 EZ5113 EZ5113! - Elev Factor x Scale Factor = Combined Factor EZ5113!SPC NC - 0.99998951 x 0.99991376 = 0.99990327 EZ5113!UTM 17 - 0.99998951 x 1.00016053 = 1.00015003 EZ5113 EZ5113 SUPERSEDED SURVEY CONTROL EZ5113 EZ5113 NAD 27 - 35 46 19.72518(N) 078 38 27.19879(W) AD( ) 2 EZ5113 NGVD 29 (07/19/86) 100.06 (m) 328.3 (f) LEVELING 3 EZ5113 EZ5113.Superseded values are not recommended for survey control. EZ5113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5113.See file dsdata.txt to determine how the superseded data were derived. EZ5113 EZ5113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1327561261(NAD 83) EZ5113_MARKER: DE = TRAVERSE STATION DISK EZ5113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5113_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5113_STAMPING: AUDITORIUM 1967 EZ5113_MARK LOGO: NCGS EZ5113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5113+STABILITY: SURFACE MOTION EZ5113 EZ5113 HISTORY - Date Condition Report By EZ5113 HISTORY - 1967 MONUMENTED NCGS EZ5113 HISTORY - 1981 MARK NOT FOUND LOCSUR EZ5113 HISTORY - 1984 MARK NOT FOUND USPSQD EZ5113 HISTORY - 1985 MARK NOT FOUND USPSQD EZ5113 HISTORY - 20030307 MARK NOT FOUND USPSQD EZ5113 HISTORY - 20040520 MARK NOT FOUND USPSQD EZ5113 EZ5113 STATION DESCRIPTION EZ5113 EZ5113'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ5113'AUDITORIUM IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ5113'ESTABLISHED IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5113' EZ5113'AUDITORIUM IS LOCATED APPROXIMATELY 0.5 MILE SOUTH OF EZ5113'RALEIGH CAPITOL SQUARE. TO REACH STATION PROCEED FROM CAPITOL EZ5113'SQUARE SOUTH ON S. SALISBURY ST. 0.6 MILE TO STATION ON EZ5113'RIGHT. IN THE NORTHWEST QUADRANT OF S. SALISBURY ST. AND EZ5113'W. SOUTH ST. AT THE SOUTHEAST CORNER OF THE AMERICAN CREDIT EZ5113'CO. BUILDING. APPROXIMATELY 400 FT NORTHWEST OF THE RALEIGH EZ5113'MEMORIAL AUDITORIUM AND AT THE CORNER OF THE SIDEWALKS. EZ5113' EZ5113'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5113'AUDITORIUM 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE EZ5113'TOP OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5113' EZ5113'MARK IS EZ5113' EZ5113'5.6 FT SW OF SIGNAL BRACE POLE WITH ALUMINUM REF. TAG EZ5113' EZ5113'11.5 FT NE OF PP WITH ALUMINUM REF. TAG EZ5113' EZ5113'16.2 FT SE OF SE CORNER OF AMERICAN CREDIT CO. EZ5113' EZ5113'53.2 FT E OF BUS STOP SIGN EZ5113 EZ5113 STATION RECOVERY (1981) EZ5113 EZ5113'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (RWK) EZ5113'ALL REFERENCES GONE AND SIDEWALK HAS BEEN RECONSTRUCTED AND STATION EZ5113'LOST. EZ5113 EZ5113 STATION RECOVERY (1984) EZ5113 EZ5113'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGS) EZ5113'STATION DESTROYED. EZ5113' EZ5113'THE AMERICAN CREDIT CO. IS NOW BARCLAYS AMERICAN FINANCIAL THE EZ5113'FIRST, SECOND AND FOURTH REFERENCE POINTS ARE NO LONGER THERE. EZ5113'THE THIRD REFERENCE IS STILL GOOD, HOWEVER MARKER LOCATION IS NOW EZ5113'PAVED OVER WITH A CONCRETE SIDEWALK. THIS INTERSECTION HAS BEEN EZ5113'WIDENED CONSIDERABLY AND SIDEWALKS ADDED. I CAN ONLY ASSUME EZ5113'THAT THE STATION MARK WAS DESTROYED DURING CONSTRUCTION. EZ5113 EZ5113 STATION RECOVERY (1985) EZ5113 EZ5113'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) EZ5113'MARK NOT FOUND. EZ5113 EZ5113 STATION RECOVERY (2003) EZ5113 EZ5113'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ5113'MARK NOT FOUND. EZ5113 EZ5113 STATION RECOVERY (2004) EZ5113 EZ5113'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ5113'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4483 *********************************************************************** EZ4483 DESIGNATION - AUSTIN CR EZ4483 PID - EZ4483 EZ4483 STATE/COUNTY- NC/WAKE EZ4483 USGS QUAD - ROLESVILLE (1993) EZ4483 EZ4483 *CURRENT SURVEY CONTROL EZ4483 ___________________________________________________________________ EZ4483* NAD 83(1986)- 35 58 02.06340(N) 078 28 16.30003(W) ADJUSTED EZ4483* NAVD 88 - 88.4 (meters) 290. (feet) VERTCON EZ4483 ___________________________________________________________________ EZ4483 LAPLACE CORR- -7.11 (seconds) DEFLEC99 EZ4483 GEOID HEIGHT- -33.12 (meters) GEOID03 EZ4483 EZ4483 HORZ ORDER - SECOND EZ4483 EZ4483.The North Carolina HARNS have been completed but, EZ4483.due to contractual restrictions, coordinates for these stations EZ4483.will NOT be published in the near future. In the interim, the EZ4483.published coordinates in North Carolina will not be EZ4483.consistent with the Continuously Operating Reference Stations EZ4483.(CORS). The HARN coordinates for these stations are available EZ4483.upon request. Contact Gary Thompson(919-733-3836). EZ4483. EZ4483.In addition, the published North Carolina positions EZ4483.(NAD 83 (1986)) are NOT consistent with those determined in EZ4483.adjacent state readjustments. The discontinuity between stations EZ4483.located in North Carolina and those in adjacent states EZ4483.which have been adjusted to the HARN may be as much as 5 EZ4483.decimeters. This will result in a significant loss of accuracy EZ4483.over lines crossing such state borders. EZ4483 EZ4483 EZ4483.The horizontal coordinates were established by classical geodetic methods EZ4483.and adjusted by the National Geodetic Survey in July 1986. EZ4483 EZ4483.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4483 EZ4483.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4483 EZ4483.The geoid height was determined by GEOID03. EZ4483 EZ4483; North East Units Scale Factor Converg. EZ4483;SPC NC - 246,092.893 657,297.401 MT 0.99995044 +0 18 18.8 EZ4483;SPC NC - 807,389.77 2,156,483.22 sFT 0.99995044 +0 18 18.8 EZ4483;UTM 17 - 3,983,271.538 728,032.615 MT 1.00024077 +1 29 09.1 EZ4483 EZ4483! - Elev Factor x Scale Factor = Combined Factor EZ4483!SPC NC - 0.99999132 x 0.99995044 = 0.99994176 EZ4483!UTM 17 - 0.99999132 x 1.00024077 = 1.00023209 EZ4483 EZ4483: Primary Azimuth Mark Grid Az EZ4483:SPC NC - RUBY 114 07 04.8 EZ4483:UTM 17 - RUBY 112 56 14.5 EZ4483 EZ4483|---------------------------------------------------------------------| EZ4483| PID Reference Object Distance Geod. Az | EZ4483| dddmmss.s | EZ4483| EZ4482 RUBY APPROX. 0.8 KM 1142523.6 | EZ4483| EZ4484 D HUNT 212.521 METERS 27631 | EZ4483|---------------------------------------------------------------------| EZ4483 EZ4483 SUPERSEDED SURVEY CONTROL EZ4483 EZ4483 NAD 27 - 35 58 01.51342(N) 078 28 17.30138(W) AD( ) 2 EZ4483 NGVD 29 (07/19/86) 88.7 (m) 291. (f) VERT ANG EZ4483 EZ4483.Superseded values are not recommended for survey control. EZ4483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4483.See file dsdata.txt to determine how the superseded data were derived. EZ4483 EZ4483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2803383272(NAD 83) EZ4483_MARKER: DE = TRAVERSE STATION DISK EZ4483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4483_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4483_MAGNETIC: N = NO MAGNETIC MATERIAL EZ4483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4483+STABILITY: SURFACE MOTION EZ4483_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ4483+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2004 EZ4483 EZ4483 HISTORY - Date Condition Report By EZ4483 HISTORY - 1978 MONUMENTED NCGS EZ4483 HISTORY - 1981 GOOD NC-183 EZ4483 HISTORY - 1987 GOOD USPSQD EZ4483 HISTORY - 20041203 GOOD USPSQD EZ4483 EZ4483 STATION DESCRIPTION EZ4483 EZ4483'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ4483'THE STATION IS LOCATED APPROXIMATELY 2.3 MILES EAST OF WAKE FOREST AND EZ4483'3.1 MILES NORTH OF ROLESVILLE. EZ4483' EZ4483'TO REACH THE STATION FROM THE EASTERNMOST INTERSECTION OF US 1A WITH EZ4483'NC 98 IN WAKE FOREST, PROCEED EASTERLY ALONG NC 98 FOR 2.45 MILES TO EZ4483'STATION ON THE LEFT, NEAR THE CURVE OF DRAINAGE DITCH UNDER HIGHWAY EZ4483'APPROXIMATELY 400 FEET WEST OF AUSTIN CREEK AND 1.1 MILES WEST OF EZ4483'SR 1945 CROSSROADS. EZ4483' EZ4483'STATION MARK IS A STANDARD DISK STAMPED---AUSTIN CR 1978---SET IN THE EZ4483'TOP OF A CONCRETE CYLINDER WHICH IS 2 INCHES ABOVE THE GROUND SURFACE. EZ4483'THE MARK IS 34.3 FEET NORTH OF CENTERLINE OF HIGHWAY, 18.8 FEET EZ4483'NORTHEAST OF CENTER OF NORTH HEADWALL OF CONCRETE BOX CULVERT, 13.6 EZ4483'FEET WEST-SOUTHWEST OF 14 INCH PINE WITH REFERENCE TAG, 9.4 FEET EZ4483'SOUTHEAST OF 6 INCH GUM WITH REFERENCE TAG AND 176.0 FEET WEST- EZ4483'NORTHWEST OF POWER LINE BRACE POLE WITH REFERENCE TAG. EZ4483 EZ4483 STATION RECOVERY (1981) EZ4483 EZ4483'RECOVERY NOTE BY WAKE COUNTY NORTH CAROLINA 1981 (DHC) EZ4483'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED EXCEPT THAT EZ4483'THERE IS NO BRACE POLE AT 1.76 FEET. EZ4483 EZ4483 STATION RECOVERY (1987) EZ4483 EZ4483'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ4483'RECOVERED IN GOOD CONDITION. EZ4483 EZ4483 STATION RECOVERY (2004) EZ4483 EZ4483'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ4483'WS 84 EZ4483'N35 58.034 EZ4483'W078 28.270 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7505 *********************************************************************** AE7505 DESIGNATION - AVENUE AE7505 PID - AE7505 AE7505 STATE/COUNTY- NC/WAKE AE7505 USGS QUAD - RALEIGH EAST (1993) AE7505 AE7505 *CURRENT SURVEY CONTROL AE7505 ___________________________________________________________________ AE7505* NAD 83(1986)- 35 48 26.78156(N) 078 37 14.98193(W) ADJUSTED AE7505* NAVD 88 - 76.5 (meters) 251. (feet) VERTCON AE7505 ___________________________________________________________________ AE7505 LAPLACE CORR- -7.60 (seconds) DEFLEC99 AE7505 GEOID HEIGHT- -32.93 (meters) GEOID03 AE7505 AE7505 HORZ ORDER - SECOND AE7505 AE7505.The North Carolina HARNS have been completed but, AE7505.due to contractual restrictions, coordinates for these stations AE7505.will NOT be published in the near future. In the interim, the AE7505.published coordinates in North Carolina will not be AE7505.consistent with the Continuously Operating Reference Stations AE7505.(CORS). The HARN coordinates for these stations are available AE7505.upon request. Contact Gary Thompson(919-733-3836). AE7505. AE7505.In addition, the published North Carolina positions AE7505.(NAD 83 (1986)) are NOT consistent with those determined in AE7505.adjacent state readjustments. The discontinuity between stations AE7505.located in North Carolina and those in adjacent states AE7505.which have been adjusted to the HARN may be as much as 5 AE7505.decimeters. This will result in a significant loss of accuracy AE7505.over lines crossing such state borders. AE7505 AE7505 AE7505.The horizontal coordinates were established by classical geodetic methods AE7505.and adjusted by the National Geodetic Survey in February 1998. AE7505 AE7505.The NAVD 88 height was computed by applying the VERTCON shift value to AE7505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7505 AE7505.The Laplace correction was computed from DEFLEC99 derived deflections. AE7505 AE7505.The geoid height was determined by GEOID03. AE7505 AE7505; North East Units Scale Factor Converg. AE7505;SPC NC - 228,301.492 643,868.814 MT 0.99991952 +0 13 07.8 AE7505;SPC NC - 749,019.15 2,112,426.27 sFT 0.99991952 +0 13 07.8 AE7505;UTM 17 - 3,965,203.146 714,968.814 MT 1.00016947 +1 23 33.0 AE7505 AE7505! - Elev Factor x Scale Factor = Combined Factor AE7505!SPC NC - 0.99999316 x 0.99991952 = 0.99991268 AE7505!UTM 17 - 0.99999316 x 1.00016947 = 1.00016263 AE7505 AE7505: Primary Azimuth Mark Grid Az AE7505:SPC NC - ATLANTIC 021 00 22.9 AE7505:UTM 17 - ATLANTIC 019 49 57.7 AE7505 AE7505|---------------------------------------------------------------------| AE7505| PID Reference Object Distance Geod. Az | AE7505| dddmmss.s | AE7505| AE7494 ATLANTIC APPROX. 1.4 KM 0211330.7 | AE7505| AE7507 REDSKINS 396.799 METERS 22346 | AE7505|---------------------------------------------------------------------| AE7505 AE7505 SUPERSEDED SURVEY CONTROL AE7505 AE7505 NGVD 29 (02/27/98) 76.8 (m) 252. (f) VERT ANG AE7505 AE7505.Superseded values are not recommended for survey control. AE7505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7505.See file dsdata.txt to determine how the superseded data were derived. AE7505 AE7505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1496965203(NAD 83) AE7505_MARKER: DH = HORIZONTAL CONTROL DISK AE7505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7505_STAMPING: AVENUE 1988 AE7505_MARK LOGO: NCGS AE7505_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7505+STABILITY: SURFACE MOTION AE7505 AE7505 HISTORY - Date Condition Report By AE7505 HISTORY - 1988 MONUMENTED NCGS AE7505 AE7505 STATION DESCRIPTION AE7505 AE7505'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (EWB) AE7505'STATION IS LOCATED ABOUT 3.4 KM (2.10 MI) NORTH-NORTHEAST OF CAPITOL AE7505'SQUARE IN RALEIGH. ALONG ATLANTIC AVENUE FOR 0.7 KM (0.45 MI) AE7505'NORTH-NORTHEAST FROM OLD LOUISBURG ROAD, TO WHITAKER MILL ROAD, IN THE AE7505'NORTHEAST QUADRANT OF THE INTERSECTION. MARK IS RECESSED 1 INCH BELOW AE7505'GROUND AND LEVEL WITH ROAD. LOCATED 17.5 FT (5.3 M) SOUTHEAST OF THE AE7505'CENTERLINE OF THE NORTH BOUND LANE, 114.8 FT (35.0 M) SOUTH-SOUTHWEST AE7505'OF EAST MANHOLE COVER, 134.0 FT (40.8 M) SOUTHWEST OF THE SOUTH END OF AE7505'A CONCRETE RETAINING WALL, 5.6 FT (1.7 M) WEST-SOUTHWEST OF A AE7505'RIGHT-OF-WAY MONUMENT, 52.5 FT (16.0 M) NORTHWEST OF A RIGHT-OF-WAY AE7505'MONUMENT, AND 33.8 FT (10.3 M) NORTH-NORTHWEST OF A POWER POLE WITH A AE7505'REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7306 *********************************************************************** AE7306 DESIGNATION - AVIATION AE7306 PID - AE7306 AE7306 STATE/COUNTY- NC/WAKE AE7306 USGS QUAD - SOUTHEAST DURHAM (1993) AE7306 AE7306 *CURRENT SURVEY CONTROL AE7306 ___________________________________________________________________ AE7306* NAD 83(1986)- 35 53 52.01870(N) 078 46 17.24700(W) ADJUSTED AE7306* NAVD 88 - 124.1 (meters) 407. (feet) VERTCON AE7306 ___________________________________________________________________ AE7306 LAPLACE CORR- -6.03 (seconds) DEFLEC99 AE7306 GEOID HEIGHT- -32.06 (meters) GEOID03 AE7306 AE7306 HORZ ORDER - SECOND AE7306 AE7306.The North Carolina HARNS have been completed but, AE7306.due to contractual restrictions, coordinates for these stations AE7306.will NOT be published in the near future. In the interim, the AE7306.published coordinates in North Carolina will not be AE7306.consistent with the Continuously Operating Reference Stations AE7306.(CORS). The HARN coordinates for these stations are available AE7306.upon request. Contact Gary Thompson(919-733-3836). AE7306. AE7306.In addition, the published North Carolina positions AE7306.(NAD 83 (1986)) are NOT consistent with those determined in AE7306.adjacent state readjustments. The discontinuity between stations AE7306.located in North Carolina and those in adjacent states AE7306.which have been adjusted to the HARN may be as much as 5 AE7306.decimeters. This will result in a significant loss of accuracy AE7306.over lines crossing such state borders. AE7306 AE7306 AE7306.The horizontal coordinates were established by classical geodetic methods AE7306.and adjusted by the National Geodetic Survey in March 1998. AE7306 AE7306.The NAVD 88 height was computed by applying the VERTCON shift value to AE7306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7306 AE7306.The Laplace correction was computed from DEFLEC99 derived deflections. AE7306 AE7306.The geoid height was determined by GEOID03. AE7306 AE7306; North East Units Scale Factor Converg. AE7306;SPC NC - 238,283.266 630,232.676 MT 0.99993604 +0 07 54.9 AE7306;SPC NC - 781,767.68 2,067,688.37 sFT 0.99993604 +0 07 54.9 AE7306;UTM 17 - 3,974,905.323 701,128.095 MT 1.00009848 +1 18 25.6 AE7306 AE7306! - Elev Factor x Scale Factor = Combined Factor AE7306!SPC NC - 0.99998555 x 0.99993604 = 0.99992160 AE7306!UTM 17 - 0.99998555 x 1.00009848 = 1.00008403 AE7306 AE7306: Primary Azimuth Mark Grid Az AE7306:SPC NC - RALEIGH ANGUS BARN NW TANK 081 40 48.8 AE7306:UTM 17 - RALEIGH ANGUS BARN NW TANK 080 30 18.1 AE7306 AE7306|---------------------------------------------------------------------| AE7306| PID Reference Object Distance Geod. Az | AE7306| dddmmss.s | AE7306| AE7415 RALEIGH ANGUS BARN NW TANK 0814843.7 | AE7306|---------------------------------------------------------------------| AE7306 AE7306 SUPERSEDED SURVEY CONTROL AE7306 AE7306 NGVD 29 (03/10/98) 124.3 (m) 408. (f) VERT ANG AE7306 AE7306.Superseded values are not recommended for survey control. AE7306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7306.See file dsdata.txt to determine how the superseded data were derived. AE7306 AE7306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0112874905(NAD 83) AE7306_MARKER: DH = HORIZONTAL CONTROL DISK AE7306_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. AE7306_SP_SET: CONCRETE TRAFFIC ISLAND AE7306_STAMPING: AVIATION 1986 AE7306_MARK LOGO: NCGS AE7306_MAGNETIC: N = NO MAGNETIC MATERIAL AE7306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AE7306 AE7306 HISTORY - Date Condition Report By AE7306 HISTORY - 1986 MONUMENTED NCGS AE7306 AE7306 STATION DESCRIPTION AE7306 AE7306'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7306'STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) NORTHWEST OF CAPITOL AE7306'SQUARE (IN RALEIGH), IN THE VICINITY OF THE RALEIGH-DURHAM AIRPORT AE7306'COMPLEX. ALONG SR 1002 (AVIATION PARKWAY) FOR 0.6 KM (0.35 MI) AE7306'SOUTHWEST FROM US 70 TO SR 1646 (MOUNT HERMAN CHURCH ROAD), SET FLUSH AE7306'IN THE CONCRETE TRAFFIC ISLAND ON THE SOUTHEAST SIDE OF THE AE7306'CROSSROADS. LOCATED 28.7 M (94.2 FT) SOUTH-SOUTHEAST OF THE CENTERLINE AE7306'OF AVIATION PARKWAY, 2.2 M (7.2 FT) NORTH-NORTHWEST OF THE SOUTH END AE7306'OF A TRAFFIC ISLAND, 22.0 M (72.2 FT) SOUTH OF THE NORTH END OF A AE7306'TRAFFIC ISLAND, 40.8 M (133.9 FT) NORTH-NORTHWEST OF A FIRE HYDRANT, AE7306'AND 36.3 M (119.1 FT) WEST OF A POWER POLE WITH A REFERENCE TAG. MARK AE7306'IS 1 FOOT (0.3 M) HIGHER THAN THE ROAD. RALEIGH ANGUS BARN NORTHWEST AE7306'TANK IS VISIBLE AND THE GRID AZIMUTH IS--81-40-48.79. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7506 *********************************************************************** AE7506 DESIGNATION - B 218 RESET AE7506 PID - AE7506 AE7506 STATE/COUNTY- NC/WAKE AE7506 USGS QUAD - RALEIGH WEST (1988) AE7506 AE7506 *CURRENT SURVEY CONTROL AE7506 ___________________________________________________________________ AE7506* NAD 83(1986)- 35 48 16.17234(N) 078 37 30.00226(W) ADJUSTED AE7506* NAVD 88 - 73.85 (+/-2cm) 242.3 (feet) VERTCON AE7506 ___________________________________________________________________ AE7506 LAPLACE CORR- -7.61 (seconds) DEFLEC99 AE7506 GEOID HEIGHT- -32.91 (meters) GEOID03 AE7506 AE7506 HORZ ORDER - SECOND AE7506 VERT ORDER - THIRD ? (See Below) AE7506 AE7506.The North Carolina HARNS have been completed but, AE7506.due to contractual restrictions, coordinates for these stations AE7506.will NOT be published in the near future. In the interim, the AE7506.published coordinates in North Carolina will not be AE7506.consistent with the Continuously Operating Reference Stations AE7506.(CORS). The HARN coordinates for these stations are available AE7506.upon request. Contact Gary Thompson(919-733-3836). AE7506. AE7506.In addition, the published North Carolina positions AE7506.(NAD 83 (1986)) are NOT consistent with those determined in AE7506.adjacent state readjustments. The discontinuity between stations AE7506.located in North Carolina and those in adjacent states AE7506.which have been adjusted to the HARN may be as much as 5 AE7506.decimeters. This will result in a significant loss of accuracy AE7506.over lines crossing such state borders. AE7506 AE7506 AE7506.The horizontal coordinates were established by classical geodetic methods AE7506.and adjusted by the National Geodetic Survey in February 1998. AE7506 AE7506.The NAVD 88 height was computed by applying the VERTCON shift value to AE7506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7506.The vertical order pertains to the NGVD 29 superseded value. AE7506 AE7506.The Laplace correction was computed from DEFLEC99 derived deflections. AE7506 AE7506.The geoid height was determined by GEOID03. AE7506 AE7506; North East Units Scale Factor Converg. AE7506;SPC NC - 227,973.102 643,492.979 MT 0.99991902 +0 12 59.2 AE7506;SPC NC - 747,941.75 2,111,193.22 sFT 0.99991902 +0 12 59.2 AE7506;UTM 17 - 3,964,867.044 714,599.692 MT 1.00016752 +1 23 23.8 AE7506 AE7506! - Elev Factor x Scale Factor = Combined Factor AE7506!SPC NC - 0.99999357 x 0.99991902 = 0.99991260 AE7506!UTM 17 - 0.99999357 x 1.00016752 = 1.00016109 AE7506 AE7506 SUPERSEDED SURVEY CONTROL AE7506 AE7506 NGVD 29 (02/27/98) 74.13 (m) 243.2 (f) LEVELING 3 AE7506 AE7506.Superseded values are not recommended for survey control. AE7506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7506.See file dsdata.txt to determine how the superseded data were derived. AE7506 AE7506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1460064867(NAD 83) AE7506_MARKER: DB = BENCH MARK DISK AE7506_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN AE7506+WITH SETTING: PAVEMENT AE7506_SP_SET: BRIDGE FLOOR AE7506_STAMPING: B 218 RESET 1980-1987 AE7506_MARK LOGO: NCGS AE7506_MAGNETIC: O = OTHER; SEE DESCRIPTION AE7506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7506+STABILITY: SURFACE MOTION AE7506 AE7506 HISTORY - Date Condition Report By AE7506 HISTORY - 1987 MONUMENTED NCGS AE7506 HISTORY - 19960325 GOOD NCGS AE7506 AE7506 STATION DESCRIPTION AE7506 AE7506'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG) AE7506'RECOVERED AS DESCRIBED. STATION IS IN NORTHEAST RALEIGH. ALONG WAKE AE7506'FOREST ROAD FOR 0.25 MI (0.40 KM) SOUTHWEST FROM WHITAKER MILL ROAD, AE7506'AT THE RAILROAD BRIDGE, AT THE SOUTHEAST CORNER. MARK IS LOCATED 4.6 AE7506'FT (1.4 M) SOUTH-SOUTHWEST OF THE SOUTH RAIL OF THE TRACK, 9.1 FT (2.8 AE7506'M) WEST-NORTHWEST OF THE SOUTHEAST END OF THE CONCRETE BRIDGE RAIL, AE7506'41.0 FT (12.5 M) WEST-NORTHWEST OF A SIGNAL LIGHT POLE, AND 2.5 FT AE7506'(0.8 M) NORTH OF THE BRIDGE RAIL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0995 *********************************************************************** EZ0995 DESIGNATION - BAILEY EZ0995 PID - EZ0995 EZ0995 STATE/COUNTY- NC/WAKE EZ0995 USGS QUAD - BAYLEAF (1987) EZ0995 EZ0995 *CURRENT SURVEY CONTROL EZ0995 ___________________________________________________________________ EZ0995* NAD 83(1986)- 35 59 08.59001(N) 078 41 08.44213(W) ADJUSTED EZ0995* NAVD 88 - 113.168 (meters) 371.29 (feet) ADJUSTED EZ0995 ___________________________________________________________________ EZ0995 LAPLACE CORR- -7.04 (seconds) DEFLEC99 EZ0995 GEOID HEIGHT- -32.19 (meters) GEOID03 EZ0995 DYNAMIC HT - 113.074 (meters) 370.98 (feet) COMP EZ0995 MODELED GRAV- 979,797.7 (mgal) NAVD 88 EZ0995 EZ0995 HORZ ORDER - SECOND EZ0995 VERT ORDER - SECOND CLASS 0 EZ0995 EZ0995.The North Carolina HARNS have been completed but, EZ0995.due to contractual restrictions, coordinates for these stations EZ0995.will NOT be published in the near future. In the interim, the EZ0995.published coordinates in North Carolina will not be EZ0995.consistent with the Continuously Operating Reference Stations EZ0995.(CORS). The HARN coordinates for these stations are available EZ0995.upon request. Contact Gary Thompson(919-733-3836). EZ0995. EZ0995.In addition, the published North Carolina positions EZ0995.(NAD 83 (1986)) are NOT consistent with those determined in EZ0995.adjacent state readjustments. The discontinuity between stations EZ0995.located in North Carolina and those in adjacent states EZ0995.which have been adjusted to the HARN may be as much as 5 EZ0995.decimeters. This will result in a significant loss of accuracy EZ0995.over lines crossing such state borders. EZ0995 EZ0995 EZ0995.The horizontal coordinates were established by classical geodetic methods EZ0995.and adjusted by the National Geodetic Survey in July 1986. EZ0995 EZ0995.The orthometric height was determined by differential leveling EZ0995.and adjusted by the National Geodetic Survey in June 1991. EZ0995 EZ0995.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0995 EZ0995.The geoid height was determined by GEOID03. EZ0995 EZ0995.The dynamic height is computed by dividing the NAVD 88 EZ0995.geopotential number by the normal gravity value computed on the EZ0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0995.degrees latitude (g = 980.6199 gals.). EZ0995 EZ0995.The modeled gravity was interpolated from observed gravity values. EZ0995 EZ0995; North East Units Scale Factor Converg. EZ0995;SPC NC - 248,061.103 637,945.389 MT 0.99995452 +0 10 53.1 EZ0995;SPC NC - 813,847.14 2,092,992.50 sFT 0.99995452 +0 10 53.1 EZ0995;UTM 17 - 3,984,841.243 708,639.618 MT 1.00013641 +1 21 37.3 EZ0995 EZ0995! - Elev Factor x Scale Factor = Combined Factor EZ0995!SPC NC - 0.99998729 x 0.99995452 = 0.99994181 EZ0995!UTM 17 - 0.99998729 x 1.00013641 = 1.00012370 EZ0995 EZ0995: Primary Azimuth Mark Grid Az EZ0995:SPC NC - NEW 185 32 39.4 EZ0995:UTM 17 - NEW 184 21 55.2 EZ0995 EZ0995|---------------------------------------------------------------------| EZ0995| PID Reference Object Distance Geod. Az | EZ0995| dddmmss.s | EZ0995| EZ0875 FN 45 282.607 METERS 00141 | EZ0995| EZ0994 NEW APPROX. 1.4 KM 1854332.5 | EZ0995|---------------------------------------------------------------------| EZ0995 EZ0995 SUPERSEDED SURVEY CONTROL EZ0995 EZ0995 NAD 27 - 35 59 08.06270(N) 078 41 09.42288(W) AD( ) 2 EZ0995 NGVD 29 (??/??/92) 113.41 (m) 372.1 (f) COMPUTED 2 0 EZ0995 EZ0995.Superseded values are not recommended for survey control. EZ0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0995.See file dsdata.txt to determine how the superseded data were derived. EZ0995 EZ0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0864084841(NAD 83) EZ0995_MARKER: DE = TRAVERSE STATION DISK EZ0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0995_STAMPING: BAILEY 1970 EZ0995_MARK LOGO: NCGS EZ0995_MAGNETIC: N = NO MAGNETIC MATERIAL EZ0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0995+STABILITY: SURFACE MOTION EZ0995 EZ0995 HISTORY - Date Condition Report By EZ0995 HISTORY - 1970 MONUMENTED NCGS EZ0995 HISTORY - 1973 GOOD NCGS EZ0995 HISTORY - 19850101 SEE DESCRIPTION NCGS EZ0995 HISTORY - 1987 GOOD USPSQD EZ0995 EZ0995 STATION DESCRIPTION EZ0995 EZ0995'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ0995'BAILEY IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0995'VICINITY OF NORTHWEST WAKE COUNTY. EZ0995' EZ0995'BAILEY IS LOCATED APPROXIMATELY 3.7 MILES NORTHWEST OF BAYLEAF AND EZ0995'5.9 MILES NNE OF LEESVILLE. TO REACH STATION PROCEED FROM THE EZ0995'INTERSECTION OF NC 98 AND NC 50, GO SOUTH ON NC 50 FOR 0.15 MILE TO EZ0995'STATION ON LEFT, ON TOP OF BANK NEAR TREE LINE, AND 0.9 MILE NORTH EZ0995'OF INTERSECTION OF NC 50 AND SR 1844. EZ0995' EZ0995'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ0995'BAILEY 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ0995'IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0995' EZ0995'MARK IS-- EZ0995'70.8 FEET ENE OF C/L OF NC 50. EZ0995'25.9 FEET SE OF ALUMINUM REF. TAG ON PP. EZ0995'35.6 FEET SSW OF ALUMINUM REF. TAG ON 10 INCH MAPLE TREE. EZ0995'21.4 FEET WSW OF ALUMINUM REF. TAG ON 10 INCH SWEET GUM TREE. EZ0995'25.2 FEET NW OF ALUMINUM REF. TAG ON 10 INCH OAK TREE. EZ0995'36.5 FEET ENE OF EDGE OF ROAD BANK. EZ0995 EZ0995 STATION RECOVERY (1973) EZ0995 EZ0995'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0995'10.5 MI NNW FROM MILLBROOK. EZ0995'BAILEY IS LOCATED APPROXIMATELY 14.5 MILES NORTH OF CAPITOL EZ0995'SQUARE IN RALEIGH. TO REACH STATION FROM INTERSECTION OF U.S. EZ0995'70 AND NC 50 AT CRABTREE MALL, PROCEED NORTH ALONG NC 50 FOR EZ0995'10.0 MILES TO STATION ON RIGHT ON TOP OF A BANK, 0.15 MILES EZ0995'SOUTH OF INTERSECTION OF NC 50 AND NC 98, 70.8 FT E OF C/L OF NC EZ0995'50, 36.5 FT ENE OF EDGE OF ROAD BANK, 25.9 FT SE OF PP, 35.6 EZ0995'FT SSW OF 10 IN MAPLE W/ALUMINUM REF. TAG, 21.4 FT WSW OF 10 EZ0995'IN SWEET GUM W/ALUMINUM REF. TAG, AND 25.2 FT NW OF 10 IN OAK EZ0995'W/ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER FLUSH EZ0995'WITH THE SURFACE OF THE GROUND. EZ0995 EZ0995 STATION RECOVERY (1985) EZ0995 EZ0995'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0995'STATION HAS BEEN DESTROYED BY ROAD CONSTRUCTION. EZ0995 EZ0995 STATION RECOVERY (1987) EZ0995 EZ0995'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS) EZ0995'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0985 *********************************************************************** EZ0985 DESIGNATION - BAKER EZ0985 PID - EZ0985 EZ0985 STATE/COUNTY- NC/WAKE EZ0985 USGS QUAD - RALEIGH WEST (1988) EZ0985 EZ0985 *CURRENT SURVEY CONTROL EZ0985 ___________________________________________________________________ EZ0985* NAD 83(1986)- 35 51 14.91910(N) 078 40 50.11963(W) ADJUSTED EZ0985* NAVD 88 - 117.792 (meters) 386.46 (feet) ADJUSTED EZ0985 ___________________________________________________________________ EZ0985 LAPLACE CORR- -6.81 (seconds) DEFLEC99 EZ0985 GEOID HEIGHT- -32.55 (meters) GEOID03 EZ0985 DYNAMIC HT - 117.692 (meters) 386.13 (feet) COMP EZ0985 MODELED GRAV- 979,786.5 (mgal) NAVD 88 EZ0985 EZ0985 HORZ ORDER - SECOND EZ0985 VERT ORDER - SECOND CLASS 0 EZ0985 EZ0985.The North Carolina HARNS have been completed but, EZ0985.due to contractual restrictions, coordinates for these stations EZ0985.will NOT be published in the near future. In the interim, the EZ0985.published coordinates in North Carolina will not be EZ0985.consistent with the Continuously Operating Reference Stations EZ0985.(CORS). The HARN coordinates for these stations are available EZ0985.upon request. Contact Gary Thompson(919-733-3836). EZ0985. EZ0985.In addition, the published North Carolina positions EZ0985.(NAD 83 (1986)) are NOT consistent with those determined in EZ0985.adjacent state readjustments. The discontinuity between stations EZ0985.located in North Carolina and those in adjacent states EZ0985.which have been adjusted to the HARN may be as much as 5 EZ0985.decimeters. This will result in a significant loss of accuracy EZ0985.over lines crossing such state borders. EZ0985 EZ0985 EZ0985.The horizontal coordinates were established by classical geodetic methods EZ0985.and adjusted by the National Geodetic Survey in July 1986. EZ0985 EZ0985.The orthometric height was determined by differential leveling EZ0985.and adjusted by the National Geodetic Survey in June 1991. EZ0985 EZ0985.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0985 EZ0985.The geoid height was determined by GEOID03. EZ0985 EZ0985.The dynamic height is computed by dividing the NAVD 88 EZ0985.geopotential number by the normal gravity value computed on the EZ0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0985.degrees latitude (g = 980.6199 gals.). EZ0985 EZ0985.The modeled gravity was interpolated from observed gravity values. EZ0985 EZ0985; North East Units Scale Factor Converg. EZ0985;SPC NC - 233,464.246 638,451.316 MT 0.99992775 +0 11 03.7 EZ0985;SPC NC - 765,957.28 2,094,652.36 sFT 0.99992775 +0 11 03.7 EZ0985;UTM 17 - 3,970,254.971 709,445.383 MT 1.00014057 +1 21 32.5 EZ0985 EZ0985! - Elev Factor x Scale Factor = Combined Factor EZ0985!SPC NC - 0.99998662 x 0.99992775 = 0.99991437 EZ0985!UTM 17 - 0.99998662 x 1.00014057 = 1.00012719 EZ0985 EZ0985: Primary Azimuth Mark Grid Az EZ0985:SPC NC - FERGUSONS 358 20 56.6 EZ0985:UTM 17 - FERGUSONS 357 10 27.8 EZ0985 EZ0985|---------------------------------------------------------------------| EZ0985| PID Reference Object Distance Geod. Az | EZ0985| dddmmss.s | EZ0985| EZ0984 FERGUSONS APPROX. 0.6 KM 3583200.3 | EZ0985|---------------------------------------------------------------------| EZ0985 EZ0985 SUPERSEDED SURVEY CONTROL EZ0985 EZ0985 NAD 27 - 35 51 14.38414(N) 078 40 51.10336(W) AD( ) 2 EZ0985 NGVD 29 (??/??/92) 118.065 (m) 387.35 (f) ADJ UNCH 2 0 EZ0985 EZ0985.Superseded values are not recommended for survey control. EZ0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0985.See file dsdata.txt to determine how the superseded data were derived. EZ0985 EZ0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0944570255(NAD 83) EZ0985_MARKER: DE = TRAVERSE STATION DISK EZ0985_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND EZ0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0985_STAMPING: BAKER 1961 EZ0985_MARK LOGO: NCGS EZ0985_MAGNETIC: N = NO MAGNETIC MATERIAL EZ0985_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ0985 EZ0985 HISTORY - Date Condition Report By EZ0985 HISTORY - 1961 MONUMENTED NCGS EZ0985 HISTORY - 1973 GOOD NCGS EZ0985 HISTORY - 1973 GOOD NCGS EZ0985 HISTORY - 1981 GOOD LOCSUR EZ0985 HISTORY - 1984 GOOD USPSQD EZ0985 HISTORY - 1987 GOOD USPSQD EZ0985 HISTORY - 19910423 MARK NOT FOUND USPSQD EZ0985 HISTORY - 19930312 SEE DESCRIPTION NCGS EZ0985 EZ0985 STATION DESCRIPTION EZ0985 EZ0985'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ0985'BAKER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ0985'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ0985' EZ0985'BAKER IS 5.9 MILES NW OF RALEIGH. LOCATED ON NC 50, 1.5 EZ0985'MILES NNW OF U.S. 1 AND U.S. 70. TO REACH STATION PROCEED EZ0985'FROM INTERSECTION OF U.S. 1 AND U.S. 70 0.8 MILES NW ON EZ0985'U.S. 70 TO Y INTERSECTION. TURN RIGHT (NORTH), AND EZ0985'CONTINUE ON NC 50 FOR 0.75 MILES TO STATION ON LEFT. FROM EZ0985'INTERSECTION OF NC 50 AND SR 1822, GO 0.4 MILES SOUTH ON EZ0985'NC 50 TO STATION. EZ0985' EZ0985'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0985'BAKER 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ0985'WHICH IS 2 INCHES ABOVE THE SURFACE OF THE GROUND. EZ0985' EZ0985'MARK IS EZ0985' EZ0985'29.4 FT W OF C/L OF NC 50 EZ0985' EZ0985'32.5 FT S OF C/L OF DRIVEWAY EZ0985' EZ0985'6.0 FT E OF FENCE EZ0985' EZ0985'99.9 FT N OF PP WITH ALUMINUM REF. TAG EZ0985' EZ0985'109.0 FT S OF PP WITH ALUMINUM REF. TAG EZ0985 EZ0985 STATION RECOVERY (1973) EZ0985 EZ0985'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EZ0985'GOOD AS DESCRIBED. EZ0985 EZ0985 STATION RECOVERY (1973) EZ0985 EZ0985'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0985'4.3 MI W FROM MILLBROOK. EZ0985'BAKER IS LOCATED APPROXIMATELY 5.9 MILES NW OF CAPITOL SQUARE IN EZ0985'RALEIGH. TO REACH STATION FROM INTERSECTION OF NC 50 WITH U.S. EZ0985'70 AT CRABTREE VALLEY MALL, PROCEED NORTH ALONG NC 50 FOR 0.8 EZ0985'MILES TO SR 1812 LEADING EAST INTO COUNTRY LIFE ESTATES AND EZ0985'STATION SW OF INTERSECTION AND SOUTH OF A DRIVEWAY LEADING WEST EZ0985'BETWEEN 2 BRICK COLUMNS, 29.4 FT W OF C/L OF NC 50, 32.5 FT S EZ0985'OF C/L OF DRIVEWAY, 6.0 FT E OF FENCE, 99.9 FT N OF PP W/ALUMINUM EZ0985'REF. TAG, AND 109.0 FT S OF PP W/ALUMINUM REF. TAG. DISK IS SET EZ0985'IN CONCRETE CYLINDER 2 INCHES ABOVE THE SURFACE OF THE GROUND. EZ0985 EZ0985 STATION RECOVERY (1981) EZ0985 EZ0985'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (RWK) EZ0985'THE STATION WAS RECOVERED IN GOOD CONDITION. DESCRIPTION IS ADEQUATE EZ0985'EXCEPT FOR THE FOLLOWING CORRECTIONS. STATION MARK IS AT THE ENTRANCE EZ0985'TO COUNTRY ESTATES SUBDIVISION, 74.3 FEET SOUTH OF FIRE HYDRANT. EZ0985 EZ0985 STATION RECOVERY (1984) EZ0985 EZ0985'RECOVERY NOTE BY US POWER SQUADRON 1984 EZ0985'THE MARKER IS NOW ABOUT 6 INCHES ABOVE SURFACE OF THE GROUND AND THE EZ0985'ALUMINUM REFERENCE TAGS ARE NO LONGER ON THE POWER POLES. EZ0985 EZ0985 STATION RECOVERY (1987) EZ0985 EZ0985'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ0985'RECOVERED IN GOOD CONDITION. EZ0985 EZ0985 STATION RECOVERY (1991) EZ0985 EZ0985'RECOVERY NOTE BY US POWER SQUADRON 1991 (GS) EZ0985'MARK NOT FOUND. EZ0985 EZ0985 STATION RECOVERY (1993) EZ0985 EZ0985'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB) EZ0985'RECOVERED AS DESCRIBED IN 1986. LINE OF SIGHT TO STATION--KIDD 2--IS EZ0985'BLOCKED. MARK PROJECTS 8 INCHES ABOVE GROUND AND IS LOCATED 5.5 M EZ0985'(18.0 FT) SOUTHWEST OF THE SOUTH END OF A DRIVEWAY CULVERT, 22.7 M EZ0985'(74.5 FT) SOUTH OF A FIRE HYDRANT, AND 30.9 M (101.4 FT) NORTH OF A EZ0985'POWER POLE WITH A REFERENCE TAG. NOTE--REPORT OF 3/12/93 BY NCGS SHOWS EZ0985'MARK WAS SEARCHED FOR BUT NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5315 *********************************************************************** EZ5315 DESIGNATION - BALDWIN EZ5315 PID - EZ5315 EZ5315 STATE/COUNTY- NC/WAKE EZ5315 USGS QUAD - APEX (1993) EZ5315 EZ5315 *CURRENT SURVEY CONTROL EZ5315 ___________________________________________________________________ EZ5315* NAD 83(1986)- 35 43 23.61859(N) 078 51 18.20736(W) ADJUSTED EZ5315* NAVD 88 - 147.53 (+/-2cm) 484.0 (feet) VERTCON EZ5315 ___________________________________________________________________ EZ5315 LAPLACE CORR- -5.09 (seconds) DEFLEC99 EZ5315 GEOID HEIGHT- -32.22 (meters) GEOID03 EZ5315 EZ5315 HORZ ORDER - SECOND EZ5315 VERT ORDER - THIRD ? (See Below) EZ5315 EZ5315.The North Carolina HARNS have been completed but, EZ5315.due to contractual restrictions, coordinates for these stations EZ5315.will NOT be published in the near future. In the interim, the EZ5315.published coordinates in North Carolina will not be EZ5315.consistent with the Continuously Operating Reference Stations EZ5315.(CORS). The HARN coordinates for these stations are available EZ5315.upon request. Contact Gary Thompson(919-733-3836). EZ5315. EZ5315.In addition, the published North Carolina positions EZ5315.(NAD 83 (1986)) are NOT consistent with those determined in EZ5315.adjacent state readjustments. The discontinuity between stations EZ5315.located in North Carolina and those in adjacent states EZ5315.which have been adjusted to the HARN may be as much as 5 EZ5315.decimeters. This will result in a significant loss of accuracy EZ5315.over lines crossing such state borders. EZ5315 EZ5315 EZ5315.The horizontal coordinates were established by classical geodetic methods EZ5315.and adjusted by the National Geodetic Survey in July 1986. EZ5315 EZ5315.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5315.The vertical order pertains to the NGVD 29 superseded value. EZ5315 EZ5315.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5315 EZ5315.The geoid height was determined by GEOID03. EZ5315 EZ5315; North East Units Scale Factor Converg. EZ5315;SPC NC - 218,902.730 622,714.040 MT 0.99990636 +0 05 01.2 EZ5315;SPC NC - 718,183.37 2,043,020.98 sFT 0.99990636 +0 05 01.2 EZ5315;UTM 17 - 3,955,371.904 694,006.337 MT 1.00006382 +1 15 09.9 EZ5315 EZ5315! - Elev Factor x Scale Factor = Combined Factor EZ5315!SPC NC - 0.99998190 x 0.99990636 = 0.99988826 EZ5315!UTM 17 - 0.99998190 x 1.00006382 = 1.00004572 EZ5315 EZ5315: Primary Azimuth Mark Grid Az EZ5315:SPC NC - APEX=Y 20 026 19 18.1 EZ5315:UTM 17 - APEX=Y 20 025 09 09.4 EZ5315 EZ5315|---------------------------------------------------------------------| EZ5315| PID Reference Object Distance Geod. Az | EZ5315| dddmmss.s | EZ5315| EZ5314 APEX=Y 20 APPROX. 1.3 KM 0262419.3 | EZ5315| EZ6073 BALDWIN RM 34.500 METERS 23447 | EZ5315| EZ5317 DON 490.391 METERS 2473715.0 | EZ5315|---------------------------------------------------------------------| EZ5315 EZ5315 SUPERSEDED SURVEY CONTROL EZ5315 EZ5315 NAD 27 - 35 43 23.05500(N) 078 51 19.17500(W) AD( ) 2 EZ5315 NGVD 29 (07/19/86) 147.78 (m) 484.8 (f) LEVELING 3 EZ5315 EZ5315.Superseded values are not recommended for survey control. EZ5315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5315.See file dsdata.txt to determine how the superseded data were derived. EZ5315 EZ5315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9400655372(NAD 83) EZ5315_MARKER: DS = TRIANGULATION STATION DISK EZ5315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5315_MARK LOGO: CGS EZ5315 EZ5315 HISTORY - Date Condition Report By EZ5315 HISTORY - 1918 MONUMENTED CGS EZ5315 HISTORY - 1935 GOOD CGS EZ5315 HISTORY - 1961 MARK NOT FOUND CGS EZ5315 EZ5315 STATION DESCRIPTION EZ5315 EZ5315'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MS) EZ5315'ABOUT ONE HALF MILE SOUTH OF RAILWAY STATION AT APEX, AT NORTH END OF EZ5315'FIRST CURVE OF SEABOARD AIR LINE RAILWAY SOUTH OF APEX, ON EZ5315'PROLONGATION OF TANGENT TO RIGHT RAIL TOWARD APEX, IN YARD OF NEGRO EZ5315'DWELLING, 54 METERS (177 FEET) EAST OF EAST RAIL, 50 METERS (164 EZ5315'FEET) NORTH OF ROAD CROSSING, AND 40 METERS (131 FEET) NORTHWEST OF EZ5315'NEGRO DWELLING. EZ5315'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE. EZ5315'UNDERGROUND MARK IS NAIL IN CONCRETE. EZ5315' EZ5315'REFERENCE MARK IS STANDARD REFERENCE DISK IN CONCRETE.(NOTE 11A), EZ5315'IN FRONT OF HOUSE, AND 34.5 METERS (113 FEET) EZ5315'FROM STATION S 54 DEG 47 MIN W. EZ5315' EZ5315'STATION DON (SEE DESCRIPTION AND GEOGRAPHIC POSITION THEREOF) EZ5315'IS VISIBLE FROM GROUND S 67 DEG 37 MIN W. EZ5315' EZ5315'STATION APEX (SEE DESCRIPTION AND GEOGRAPHIC POSITION THEREOF) EZ5315'IS VISIBLE FROM GROUND S 26 DEG 24 MIN E. EZ5315 EZ5315 STATION RECOVERY (1935) EZ5315 EZ5315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (BM) EZ5315'IN 1935, SURFACE MARK WAS RECOVERED AND FURTHUR DESCRIBED AS BEING ON EZ5315'PROPERTY OF H.B. BALDWIN (COLORED), ABOUT 45 YARDS NORTHWEST OF EZ5315'NORTHWEST CORNER OF HOUSE, ABOUT 800 OR 900 FEET SOUTHWEST OF EZ5315'NORTHEAST END OF CURVE, ABOUT 500 FEET NORTHEAST OF BRICK, NEGRO EZ5315'SCHOOL BUILDING, ABOUT 250 FT NORTHEAST OF ROAD CROSSING, 24 FEET EZ5315'EAST ROW OF POLES, AND 45 FEET NORTHEAST OF ONE GUYED POLE AND 35 EZ5315'FEET SOUTHEAST OF ANOTHER GUYED POLE. EZ5315 EZ5315 STATION RECOVERY (1961) EZ5315 EZ5315'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WCF) EZ5315'STATION SURFACE MARKER DESTROYED. REFERENCE MARK IN GOOD CONDITION. EZ5315'CHAINED OUT REFERENCE, DUG IN LARGE AREA BUT DID NOT RECOVER EZ5315'UNDERGROUND MARK. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0878 *********************************************************************** EZ0878 DESIGNATION - BALL EZ0878 PID - EZ0878 EZ0878 STATE/COUNTY- NC/WAKE EZ0878 USGS QUAD - BAYLEAF (1987) EZ0878 EZ0878 *CURRENT SURVEY CONTROL EZ0878 ___________________________________________________________________ EZ0878* NAD 83(1986)- 35 59 20.31184(N) 078 41 52.56695(W) ADJUSTED EZ0878* NAVD 88 - 130.586 (meters) 428.43 (feet) ADJUSTED EZ0878 ___________________________________________________________________ EZ0878 LAPLACE CORR- -6.67 (seconds) DEFLEC99 EZ0878 GEOID HEIGHT- -32.13 (meters) GEOID03 EZ0878 DYNAMIC HT - 130.477 (meters) 428.07 (feet) COMP EZ0878 MODELED GRAV- 979,800.6 (mgal) NAVD 88 EZ0878 EZ0878 HORZ ORDER - SECOND EZ0878 VERT ORDER - SECOND CLASS 0 EZ0878 EZ0878.The North Carolina HARNS have been completed but, EZ0878.due to contractual restrictions, coordinates for these stations EZ0878.will NOT be published in the near future. In the interim, the EZ0878.published coordinates in North Carolina will not be EZ0878.consistent with the Continuously Operating Reference Stations EZ0878.(CORS). The HARN coordinates for these stations are available EZ0878.upon request. Contact Gary Thompson(919-733-3836). EZ0878. EZ0878.In addition, the published North Carolina positions EZ0878.(NAD 83 (1986)) are NOT consistent with those determined in EZ0878.adjacent state readjustments. The discontinuity between stations EZ0878.located in North Carolina and those in adjacent states EZ0878.which have been adjusted to the HARN may be as much as 5 EZ0878.decimeters. This will result in a significant loss of accuracy EZ0878.over lines crossing such state borders. EZ0878 EZ0878 EZ0878.The horizontal coordinates were established by classical geodetic methods EZ0878.and adjusted by the National Geodetic Survey in July 1986. EZ0878 EZ0878.The orthometric height was determined by differential leveling EZ0878.and adjusted by the National Geodetic Survey in June 1991. EZ0878 EZ0878.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0878 EZ0878.The geoid height was determined by GEOID03. EZ0878 EZ0878.The dynamic height is computed by dividing the NAVD 88 EZ0878.geopotential number by the normal gravity value computed on the EZ0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0878.degrees latitude (g = 980.6199 gals.). EZ0878 EZ0878.The modeled gravity was interpolated from observed gravity values. EZ0878 EZ0878; North East Units Scale Factor Converg. EZ0878;SPC NC - 248,418.942 636,839.020 MT 0.99995525 +0 10 27.6 EZ0878;SPC NC - 815,021.15 2,089,362.68 sFT 0.99995525 +0 10 27.6 EZ0878;UTM 17 - 3,985,176.303 707,525.921 MT 1.00013069 +1 21 11.7 EZ0878 EZ0878! - Elev Factor x Scale Factor = Combined Factor EZ0878!SPC NC - 0.99998455 x 0.99995525 = 0.99993980 EZ0878!UTM 17 - 0.99998455 x 1.00013069 = 1.00011524 EZ0878 EZ0878: Primary Azimuth Mark Grid Az EZ0878:SPC NC - HILLEON 241 09 49.6 EZ0878:UTM 17 - HILLEON 239 59 05.5 EZ0878 EZ0878|---------------------------------------------------------------------| EZ0878| PID Reference Object Distance Geod. Az | EZ0878| dddmmss.s | EZ0878| EZ0877 MILL 440.059 METERS 0925031.9 | EZ0878| EZ0879 HILLEON APPROX. 1.1 KM 2412017.2 | EZ0878|---------------------------------------------------------------------| EZ0878 EZ0878 SUPERSEDED SURVEY CONTROL EZ0878 EZ0878 NAD 27 - 35 59 19.78533(N) 078 41 53.54667(W) AD( ) 2 EZ0878 NGVD 29 (??/??/92) 130.823 (m) 429.21 (f) ADJ UNCH 2 0 EZ0878 EZ0878.Superseded values are not recommended for survey control. EZ0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0878.See file dsdata.txt to determine how the superseded data were derived. EZ0878 EZ0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0752685176(NAD 83) EZ0878_STAMPING: BALL 1971 EZ0878_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ0878 EZ0878 HISTORY - Date Condition Report By EZ0878 HISTORY - 1971 FIRST OBSERVED NCGS EZ0878 HISTORY - 1972 GOOD NCGS EZ0878 HISTORY - 19850101 SEE DESCRIPTION NCGS EZ0878 HISTORY - 1987 GOOD USPSQD EZ0878 HISTORY - 20050518 MARK NOT FOUND GEOCAC EZ0878 EZ0878 STATION DESCRIPTION EZ0878 EZ0878'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA) EZ0878'BALL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0878'VICINITY OF RALEIGH, NORTH CAROLINA. EZ0878' EZ0878'BALL IS LOCATED APPROXIMATELY 14.7 MILES NORTH OF RALEIGH AND 1.8 EZ0878'MILES SSW OF NEUSE RIVER BRIDGE ON NC 50. TO REACH STATION PROCEED EZ0878'FROM THE INTERSECTION OF NC 98 AND SR 1831. GO WEST ALONG NC 98 EZ0878'FOR 0.1 MILE TO STATION ON RIGHT (N. SIDE OF NC 98) ON TOP OF BANK EZ0878'AT SOUTH EDGE OF A BALL FIELD. APPROXIMATELY 350 FEET NORTHWEST EZ0878'OF WAKEMINSTER BAPTIST CHURCH. AND 0.65 MILE WEST OF EZ0878'INTERSECTION OF NC 98 AND NC 50. EZ0878' EZ0878'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BALL EZ0878'1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EZ0878'FLUSH WITH THE GROUND. EZ0878' EZ0878'MARK IS EZ0878'42.8 FEET N OF C/L OF NC 98. EZ0878'137.8 FEET W OF ALUMINUM REF. TAG ON PP W/PHONE JUNCTION BOX NO. EZ0878'10. 125.3 FEET SW OF ALUMINUM REF. TAG ON 10 INCH PINE TREE. EZ0878'211.1 FEET E OF ALUMINUM REF. TAG ON PP. EZ0878 EZ0878 STATION RECOVERY (1972) EZ0878 EZ0878'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0878'14.7 MI N FROM RALEIGH. EZ0878'STATION IS 1.8 MILES SSW OF NEUSE RIVER BRIDGE ON NC 50, FROM EZ0878'INTERSECTION OF NC 98 AND SR 1831 GO W ALONG NC 98 FOR 0.1 MILE EZ0878'TO STATION ON RIGHT (N SIDE OF NC 98) ON TOP OF BANK AT S EDGE OF EZ0878'BALL FIELD, APPROX. 350 FEET NW OF WAKEMINSTER BAPTIST CHURCH EZ0878'AND 0.65 MILE W OF INTERSECTION OF NC 98 AND NC 50, 42.8 FT N EZ0878'OF C/L OF NC 98, 137.8 FT W OF ALUM. REF. TAG ON 10 INCH PINE AND EZ0878'211.1 FT E OF ALUM. REF. TAG ON PP. STATION IS FLUSH WITH THE EZ0878'GROUND. EZ0878 EZ0878 STATION RECOVERY (1985) EZ0878 EZ0878'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0878'MARK WAS SEARCHED FOR BUT NOT FOUND. ALL REFERENCES INCLUDING THE BALL EZ0878'FIELD ARE GONE. NC 98 HAS BEEN WIDENED AND THE BANKS REWORKED. MARK EZ0878'IS PROBABLY LOST. EZ0878 EZ0878 STATION RECOVERY (1987) EZ0878 EZ0878'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ0878'RECOVERED IN GOOD CONDITION. EZ0878 EZ0878 STATION RECOVERY (2005) EZ0878 EZ0878'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ0878'SEARCHED WITHOUT SUCCESS IN A WIDE AREA 125 FEET WEST OF STATION EZ0878'DARNELL 1985 . ROAD HAS BEEN WIDENED, WITH EXTENSIVE SHOULDER EZ0878'RE-GRADING. MARK WAS IN AFFECTED AREA. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1052 *********************************************************************** EZ1052 DESIGNATION - BALL EZ1052 PID - EZ1052 EZ1052 STATE/COUNTY- NC/WAKE EZ1052 USGS QUAD - APEX (1993) EZ1052 EZ1052 *CURRENT SURVEY CONTROL EZ1052 ___________________________________________________________________ EZ1052* NAD 83(1986)- 35 38 59.59561(N) 078 50 01.71672(W) ADJUSTED EZ1052* NAVD 88 - 137.311 (meters) 450.49 (feet) ADJUSTED EZ1052 ___________________________________________________________________ EZ1052 LAPLACE CORR- -5.18 (seconds) DEFLEC99 EZ1052 GEOID HEIGHT- -32.46 (meters) GEOID03 EZ1052 DYNAMIC HT - 137.191 (meters) 450.10 (feet) COMP EZ1052 MODELED GRAV- 979,753.6 (mgal) NAVD 88 EZ1052 EZ1052 HORZ ORDER - SECOND EZ1052 VERT ORDER - SECOND CLASS 0 EZ1052 EZ1052.The North Carolina HARNS have been completed but, EZ1052.due to contractual restrictions, coordinates for these stations EZ1052.will NOT be published in the near future. In the interim, the EZ1052.published coordinates in North Carolina will not be EZ1052.consistent with the Continuously Operating Reference Stations EZ1052.(CORS). The HARN coordinates for these stations are available EZ1052.upon request. Contact Gary Thompson(919-733-3836). EZ1052. EZ1052.In addition, the published North Carolina positions EZ1052.(NAD 83 (1986)) are NOT consistent with those determined in EZ1052.adjacent state readjustments. The discontinuity between stations EZ1052.located in North Carolina and those in adjacent states EZ1052.which have been adjusted to the HARN may be as much as 5 EZ1052.decimeters. This will result in a significant loss of accuracy EZ1052.over lines crossing such state borders. EZ1052 EZ1052 EZ1052.The horizontal coordinates were established by classical geodetic methods EZ1052.and adjusted by the National Geodetic Survey in August 2000. EZ1052 EZ1052.The orthometric height was determined by differential leveling EZ1052.and adjusted by the National Geodetic Survey in June 1991. EZ1052 EZ1052.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1052 EZ1052.The geoid height was determined by GEOID03. EZ1052 EZ1052.The dynamic height is computed by dividing the NAVD 88 EZ1052.geopotential number by the normal gravity value computed on the EZ1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1052.degrees latitude (g = 980.6199 gals.). EZ1052 EZ1052.The modeled gravity was interpolated from observed gravity values. EZ1052 EZ1052; North East Units Scale Factor Converg. EZ1052;SPC NC - 210,769.280 624,649.894 MT 0.99989666 +0 05 45.3 EZ1052;SPC NC - 691,498.88 2,049,372.19 sFT 0.99989666 +0 05 45.3 EZ1052;UTM 17 - 3,947,278.251 696,107.942 MT 1.00007394 +1 15 46.5 EZ1052 EZ1052! - Elev Factor x Scale Factor = Combined Factor EZ1052!SPC NC - 0.99998354 x 0.99989666 = 0.99988020 EZ1052!UTM 17 - 0.99998354 x 1.00007394 = 1.00005748 EZ1052 EZ1052: Primary Azimuth Mark Grid Az EZ1052:SPC NC - HICKORY 176 00 40.8 EZ1052:UTM 17 - HICKORY 174 50 39.6 EZ1052 EZ1052|---------------------------------------------------------------------| EZ1052| PID Reference Object Distance Geod. Az | EZ1052| dddmmss.s | EZ1052| EZ1053 CENTER 159.611 METERS 01037 | EZ1052| EZ1051 HICKORY 496.264 METERS 1760626.1 | EZ1052|---------------------------------------------------------------------| EZ1052 EZ1052 SUPERSEDED SURVEY CONTROL EZ1052 EZ1052 NAD 83(1986)- 35 38 59.59236(N) 078 50 01.71850(W) AD( ) 2 EZ1052 NAD 27 - 35 38 59.04073(N) 078 50 02.67896(W) AD( ) 2 EZ1052 NAVD 88 (08/09/00) 137.31 (m) 450.5 (f) LEVELING 3 EZ1052 NGVD 29 (??/??/92) 137.570 (m) 451.34 (f) ADJ UNCH 2 0 EZ1052 EZ1052.Superseded values are not recommended for survey control. EZ1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1052.See file dsdata.txt to determine how the superseded data were derived. EZ1052 EZ1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9610847278(NAD 83) EZ1052_MARKER: DE = TRAVERSE STATION DISK EZ1052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1052_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1052_STAMPING: BALL 1967 EZ1052_MARK LOGO: NCGS EZ1052_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ1052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1052+STABILITY: SURFACE MOTION EZ1052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ1052+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2000 EZ1052 EZ1052 HISTORY - Date Condition Report By EZ1052 HISTORY - 1967 MONUMENTED NCGS EZ1052 HISTORY - 1973 GOOD NCGS EZ1052 HISTORY - 19950816 GOOD NCGS EZ1052 HISTORY - 20000621 GOOD NCGS EZ1052 EZ1052 STATION DESCRIPTION EZ1052 EZ1052'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1052'BALL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1052'IN THE VICINITY OF APEX, NORTH CAROLINA. EZ1052' EZ1052'BALL IS LOCATED APPROXIMATELY IN THE CENTER OF HOLLY EZ1052'SPRINGS. STATION IS IN THE NORTHWEST QUADRANT FORMED BY THE EZ1052'INTERSECTION OF BALLENTINE ST. WITH S. MAIN ST. (NC 55), IN EZ1052'THE SOUTH SIDE OF YARD OF FURNITURE STORE, ACROSS BALLENTINE EZ1052'ST. FROM ESSO SERVICE STATION. EZ1052' EZ1052'STATION MARK IS A N. C. BRASS TRAVERSE DISK, STAMPED BALL EZ1052'1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ1052'IS FLUSH WITH THE SURFACE OF THE GROUND. EZ1052' EZ1052'MARK IS EZ1052' EZ1052'43.6 FT W OF C/L OF NC 55 (S. MAIN ST.) EZ1052' EZ1052'22.5 FT N OF C/L OF BALLENTINE ST. EZ1052' EZ1052'5.3 FT NE OF W END OF CURB ON N SIDE OF BALLENTINE ST. EZ1052' EZ1052'22.4 FT SW OF TP WITH ALUMINUM REF. TAG ON W SIDE OF S. MAIN ST. EZ1052' EZ1052'3.0 FT E OF PP WITH ALUMINUM REF. TAG ON N SIDE OF BALLENTINE ST. EZ1052' EZ1052'39.5 FT NE OF 4X4 POST WITH STOP SIGN ON S SIDE OF BALLENTINE EZ1052'ST., AND WITH ALUMINUM REF. TAG EZ1052 EZ1052 STATION RECOVERY (1973) EZ1052 EZ1052'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1052'IN HOLLY SPRINGS. EZ1052'BALL IS LOCATED APPROXIMATELY IN CENTER OF HOLLY SPRINGS, ABOUT EZ1052'MIDWAY BETWEEN APEX AND FUQUAY-VARINA. STATION IS IN THE NW EZ1052'QUADRANT OF INTERSECTION OF SOUTH MAIN STREET (NC 55) AND EZ1052'BALLENTINE STREET, IN SOUTH YARD OF A FURNITURE STORE, AND ACROSS EZ1052'STREET FROM AN EXXON STATION, 43.6 FT W OF C/L OF SOUTH MAIN EZ1052'STREET, 22.5 FT N OF C/L OF BALLENTINE STREET, 5.3 FT NE OF W END EZ1052'OF N CURB OF BALLENTINE STREET, 3.0 FT E OF PP W/ALUMINUM REF. EZ1052'TAG, 22.4 FT SW OF TP W/ALUMINUM REF. TAG, AND 43.7 FT N OF EZ1052'4 X 4 STOP SIGN POST W/ALUMINUM REF. TAG. DISK IS SET IN CONCRETE EZ1052'CYLINDER FLUSH WITH THE SURFACE OF THE GROUND. EZ1052 EZ1052 STATION RECOVERY (1995) EZ1052 EZ1052'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL) EZ1052'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGE. MARK IS IN THE EZ1052'SOUTH YARD OF TOWN HALL (128 SOUTH MAIN STREET) ACROSS BALLENTINE EZ1052'STREET FROM A VACANT SERVICE STATION. ABOUT LEVEL WITH MAIN STREET. EZ1052 EZ1052 STATION RECOVERY (2000) EZ1052 EZ1052'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL) EZ1052'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGE. MARK IS IN THE EZ1052'SOUTH YARD OF TOWN HALL (128 SOUTH MAIN STREET) ACROSS BALLENTINE EZ1052'STREET FROM A VACANT SERVICE STATION. ABOUT LEVEL WITH MAIN STREET. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4398 *********************************************************************** EZ4398 DESIGNATION - BAPTIST EZ4398 PID - EZ4398 EZ4398 STATE/COUNTY- NC/WAKE EZ4398 USGS QUAD - ZEBULON (1981) EZ4398 EZ4398 *CURRENT SURVEY CONTROL EZ4398 ___________________________________________________________________ EZ4398* NAD 83(1986)- 35 51 28.30199(N) 078 20 29.69731(W) ADJUSTED EZ4398* NAVD 88 - 107.2 (meters) 352. (feet) VERTCON EZ4398 ___________________________________________________________________ EZ4398 LAPLACE CORR- -4.86 (seconds) DEFLEC99 EZ4398 GEOID HEIGHT- -33.90 (meters) GEOID03 EZ4398 EZ4398 HORZ ORDER - SECOND EZ4398 EZ4398.The North Carolina HARNS have been completed but, EZ4398.due to contractual restrictions, coordinates for these stations EZ4398.will NOT be published in the near future. In the interim, the EZ4398.published coordinates in North Carolina will not be EZ4398.consistent with the Continuously Operating Reference Stations EZ4398.(CORS). The HARN coordinates for these stations are available EZ4398.upon request. Contact Gary Thompson(919-733-3836). EZ4398. EZ4398.In addition, the published North Carolina positions EZ4398.(NAD 83 (1986)) are NOT consistent with those determined in EZ4398.adjacent state readjustments. The discontinuity between stations EZ4398.located in North Carolina and those in adjacent states EZ4398.which have been adjusted to the HARN may be as much as 5 EZ4398.decimeters. This will result in a significant loss of accuracy EZ4398.over lines crossing such state borders. EZ4398 EZ4398 EZ4398.The horizontal coordinates were established by classical geodetic methods EZ4398.and adjusted by the National Geodetic Survey in July 1986. EZ4398 EZ4398.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4398 EZ4398.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4398 EZ4398.The geoid height was determined by GEOID03. EZ4398 EZ4398; North East Units Scale Factor Converg. EZ4398;SPC NC - 234,027.489 669,068.216 MT 0.99992843 +0 22 48.1 EZ4398;SPC NC - 767,805.19 2,195,101.31 sFT 0.99992843 +0 22 48.1 EZ4398;UTM 17 - 3,971,446.985 740,053.305 MT 1.00031013 +1 33 28.7 EZ4398 EZ4398! - Elev Factor x Scale Factor = Combined Factor EZ4398!SPC NC - 0.99998849 x 0.99992843 = 0.99991692 EZ4398!UTM 17 - 0.99998849 x 1.00031013 = 1.00029862 EZ4398 EZ4398 SUPERSEDED SURVEY CONTROL EZ4398 EZ4398 NAD 27 - 35 51 27.74767(N) 078 20 30.69978(W) AD( ) 2 EZ4398 NGVD 29 (07/19/86) 107.5 (m) 353. (f) VERT ANG EZ4398 EZ4398.Superseded values are not recommended for survey control. EZ4398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4398.See file dsdata.txt to determine how the superseded data were derived. EZ4398 EZ4398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4005371447(NAD 83) EZ4398_MARKER: DE = TRAVERSE STATION DISK EZ4398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4398_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4398_STAMPING: BAPTIST 1969 EZ4398_MARK LOGO: NCGS EZ4398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4398+STABILITY: SURFACE MOTION EZ4398 EZ4398 HISTORY - Date Condition Report By EZ4398 HISTORY - 1969 MONUMENTED NCGS EZ4398 HISTORY - 1976 SEE DESCRIPTION NGS EZ4398 EZ4398 STATION DESCRIPTION EZ4398 EZ4398'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ4398'BAPTIST IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ4398'IN THE VICINITY OF ZEBULON, NORTH CAROLINA. EZ4398' EZ4398'BAPTIST IS LOCATED APPROXIMATELY 2.8 MILES NORTHWEST OF EZ4398'ZEBULON. TO REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 64 EZ4398'AND NC 96 IN ZEBULON, GO NORTHWEST ON NC 96 FOR 2.6 MILES TO T EZ4398'INTERSECTION OF NC 96 AND SR 2333 GOING WEST, CONTINUE NORTHWEST EZ4398'ON NC 96 FOR 0.2 MILE TO STATION. WHICH IS ON THE SOUTH SIDE OF EZ4398'ROAD, ON NORTHWEST EDGE OF YARD OWNED BY BAPTIST CHURCH. EZ4398' EZ4398'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ4398'BAPTIST 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ4398'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ4398' EZ4398'MARK IS EZ4398' EZ4398'75.6 FT W OF C/L OF NC 96 EZ4398' EZ4398'35.2 FT NE OF NE CORNER OF BAPTIST CHURCH EZ4398' EZ4398'35.9 FT N OF CENTER OF BRICK WALKWAY TO CHURCH EZ4398' EZ4398'22.2 FT N OF BAPTIST CHURCH SIGN EZ4398' EZ4398'25.8 FT SW OF PP 38, WITH ALUMINUM REF. TAG EZ4398 EZ4398 STATION RECOVERY (1976) EZ4398 EZ4398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ACD) EZ4398'DESTROYED - MARK FOUND LYING ON TOP OF GROUND. EZ4398' EZ4398'NOTE--NEW STATION BAPTIST TO BE ESTABLISHED IN AREA. EZ4398' EZ4398'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EZ4398'2.8 MILES NW OF ZEBULON. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2390 *********************************************************************** EZ2390 DESIGNATION - BAPTIST 2 EZ2390 PID - EZ2390 EZ2390 STATE/COUNTY- NC/WAKE EZ2390 USGS QUAD - ZEBULON (1981) EZ2390 EZ2390 *CURRENT SURVEY CONTROL EZ2390 ___________________________________________________________________ EZ2390* NAD 83(1986)- 35 51 28.43048(N) 078 20 29.63282(W) ADJUSTED EZ2390* NAVD 88 - 107.087 (meters) 351.33 (feet) ADJUSTED EZ2390 ___________________________________________________________________ EZ2390 LAPLACE CORR- -4.86 (seconds) DEFLEC99 EZ2390 GEOID HEIGHT- -33.90 (meters) GEOID03 EZ2390 DYNAMIC HT - 106.993 (meters) 351.03 (feet) COMP EZ2390 MODELED GRAV- 979,753.0 (mgal) NAVD 88 EZ2390 EZ2390 HORZ ORDER - SECOND EZ2390 VERT ORDER - SECOND CLASS II EZ2390 EZ2390.The North Carolina HARNS have been completed but, EZ2390.due to contractual restrictions, coordinates for these stations EZ2390.will NOT be published in the near future. In the interim, the EZ2390.published coordinates in North Carolina will not be EZ2390.consistent with the Continuously Operating Reference Stations EZ2390.(CORS). The HARN coordinates for these stations are available EZ2390.upon request. Contact Gary Thompson(919-733-3836). EZ2390. EZ2390.In addition, the published North Carolina positions EZ2390.(NAD 83 (1986)) are NOT consistent with those determined in EZ2390.adjacent state readjustments. The discontinuity between stations EZ2390.located in North Carolina and those in adjacent states EZ2390.which have been adjusted to the HARN may be as much as 5 EZ2390.decimeters. This will result in a significant loss of accuracy EZ2390.over lines crossing such state borders. EZ2390 EZ2390 EZ2390.The horizontal coordinates were established by classical geodetic methods EZ2390.and adjusted by the National Geodetic Survey in July 1986. EZ2390 EZ2390.The orthometric height was determined by differential leveling EZ2390.and adjusted by the National Geodetic Survey in June 1991. EZ2390 EZ2390.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2390 EZ2390.The geoid height was determined by GEOID03. EZ2390 EZ2390.The dynamic height is computed by dividing the NAVD 88 EZ2390.geopotential number by the normal gravity value computed on the EZ2390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2390.degrees latitude (g = 980.6199 gals.). EZ2390 EZ2390.The modeled gravity was interpolated from observed gravity values. EZ2390 EZ2390; North East Units Scale Factor Converg. EZ2390;SPC NC - 234,031.460 669,069.808 MT 0.99992844 +0 22 48.1 EZ2390;SPC NC - 767,818.22 2,195,106.53 sFT 0.99992844 +0 22 48.1 EZ2390;UTM 17 - 3,971,450.989 740,054.815 MT 1.00031014 +1 33 28.8 EZ2390 EZ2390! - Elev Factor x Scale Factor = Combined Factor EZ2390!SPC NC - 0.99998851 x 0.99992844 = 0.99991695 EZ2390!UTM 17 - 0.99998851 x 1.00031014 = 1.00029865 EZ2390 EZ2390: Primary Azimuth Mark Grid Az EZ2390:SPC NC - DEERE 141 08 20.8 EZ2390:UTM 17 - DEERE 139 57 40.1 EZ2390 EZ2390|---------------------------------------------------------------------| EZ2390| PID Reference Object Distance Geod. Az | EZ2390| dddmmss.s | EZ2390| EZ2389 DEERE APPROX. 1.3 KM 1413108.9 | EZ2390| EZ2391 HOPKINS 444.424 METERS 3362427.9 | EZ2390|---------------------------------------------------------------------| EZ2390 EZ2390 SUPERSEDED SURVEY CONTROL EZ2390 EZ2390 NAD 27 - 35 51 27.87619(N) 078 20 30.63521(W) AD( ) 2 EZ2390 NAVD 88 (01/16/98) 107.09 (m) 351.3 (f) LEVELING 3 EZ2390 NGVD 29 (??/??/92) 107.369 (m) 352.26 (f) ADJ UNCH 2 2 EZ2390 EZ2390.Superseded values are not recommended for survey control. EZ2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2390.See file dsdata.txt to determine how the superseded data were derived. EZ2390 EZ2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4005571451(NAD 83) EZ2390_MARKER: DE = TRAVERSE STATION DISK EZ2390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2390_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2390_STAMPING: BAPTIST 2 1976 EZ2390_MARK LOGO: NCGS EZ2390_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ2390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2390+STABILITY: SURFACE MOTION EZ2390_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ2390+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2004 EZ2390 EZ2390 HISTORY - Date Condition Report By EZ2390 HISTORY - 1976 MONUMENTED NCGS EZ2390 HISTORY - 1976 GOOD NCGS EZ2390 HISTORY - 19950321 GOOD GEOMET EZ2390 HISTORY - 20041130 GOOD USPSQD EZ2390 EZ2390 STATION DESCRIPTION EZ2390 EZ2390'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2390'BAPTIST 2 IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2390'IN THE VICINITY OF ZEBULON, NORTH CAROLINA. EZ2390' EZ2390'BAPTIST 2 IS LOCATED APPROXIMATELY 2.8 MILES NNW OF ZEBULON. TO EZ2390'REACH STATION FROM THE NC 96 OVERPASS OF U.S. 64 BYPASS AT NORTH EZ2390'EDGE OF ZEBULON, PROCEED NORTHWEST ALONG NC 96 FOR 2.0 MILES EZ2390'TO THE UNION CHAPEL BAPTIST CHURCH AND STATION ON LEFT, AT THE EZ2390'NORTHEAST CORNER OF THE CHURCH PROPERTY, ON A 10 FOOT SLOPING EZ2390'BANK AND 0.2 MILE NNW OF T INTERSECTION WITH SR 2333 (W). EZ2390' EZ2390'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2390'BAPTIST 2 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ2390'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2390' EZ2390'MARK IS 64.7 FT SW OF C/L OF NC 96 EZ2390' EZ2390'81.6 FT N OF NORTHEAST CORNER OF SANCTUARY EZ2390' EZ2390'12.5 FT S OF POWER POLE 38 WITH ALUMINUM REF. TAG EZ2390' EZ2390'36.2 FT SW OF CENTER OF TOP OF TELEPHONE PEDESTAL P38 EZ2390' EZ2390'112.4 FT NE OF NORTHEASTERNMOST CORNER OF CHURCH SCHOOL WING EZ2390' EZ2390'BAPTIST 2 REPLACES BAPTIST 1969 WHICH WAS FOUND DESTROYED-DISK EZ2390'REMOVED. EZ2390 EZ2390 STATION RECOVERY (1976) EZ2390 EZ2390'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2390'2.8 MI NNW FROM ZEBULON. EZ2390'TO REACH STATION FROM THE NC 96 OVERPASS OF US 64 BYPASS AT NORTH EDGE EZ2390'OF ZEBULON, PROCEED NORTHWESTERLY ALONG NC 96 FOR 2.0 MILES TO THE EZ2390'UNION CHAPEL BAPTIST CHURCH AND STATION ON LEFT, AT THE NORTHEAST EZ2390'CORNER OF THE CHURCH PROPERTY, ON A 10 FOOT SLOPING BANK, 0.2 MILE NNW EZ2390'OF T INTERSECTION WITH SR 2333 (W). 64.7 FT. SW OF CENTERLINE OF NC EZ2390'96, 81.6 FT. N OF NORTHEAST CORNER OF SANCTUARY, 12.5 FT. S OF POWER EZ2390'POLE NO. 38 WITH ALUMINUM REF. TAG, 36.2 FT. SW OF CENTER OF TOP OF EZ2390'TELEPHONE PEDESTAL NO. P38 AND 112.4 FT. NE OF NORTHEASTERNMOST CORNER EZ2390'OF CHURCH SCHOOL WING. DISK IS SET IN CONCRETE CYLINDER, FLUSH WITH EZ2390'THE SURFACE OF THE GROUND. EZ2390 EZ2390 STATION RECOVERY (1995) EZ2390 EZ2390'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1995 (DAR) EZ2390'RECOVERED AS DESCRIBED. EZ2390 EZ2390 STATION RECOVERY (2004) EZ2390 EZ2390'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ2390'RECOVERED AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2408 *********************************************************************** EZ2408 DESIGNATION - BARBARA EZ2408 PID - EZ2408 EZ2408 STATE/COUNTY- NC/WAKE EZ2408 USGS QUAD - ROLESVILLE (1993) EZ2408 EZ2408 *CURRENT SURVEY CONTROL EZ2408 ___________________________________________________________________ EZ2408* NAD 83(1986)- 35 56 05.42586(N) 078 24 41.98243(W) ADJUSTED EZ2408* NAVD 88 - 100.592 (meters) 330.03 (feet) ADJUSTED EZ2408 ___________________________________________________________________ EZ2408 LAPLACE CORR- -6.78 (seconds) DEFLEC99 EZ2408 GEOID HEIGHT- -33.46 (meters) GEOID03 EZ2408 DYNAMIC HT - 100.505 (meters) 329.74 (feet) COMP EZ2408 MODELED GRAV- 979,767.0 (mgal) NAVD 88 EZ2408 EZ2408 HORZ ORDER - SECOND EZ2408 VERT ORDER - SECOND CLASS II EZ2408 EZ2408.The North Carolina HARNS have been completed but, EZ2408.due to contractual restrictions, coordinates for these stations EZ2408.will NOT be published in the near future. In the interim, the EZ2408.published coordinates in North Carolina will not be EZ2408.consistent with the Continuously Operating Reference Stations EZ2408.(CORS). The HARN coordinates for these stations are available EZ2408.upon request. Contact Gary Thompson(919-733-3836). EZ2408. EZ2408.In addition, the published North Carolina positions EZ2408.(NAD 83 (1986)) are NOT consistent with those determined in EZ2408.adjacent state readjustments. The discontinuity between stations EZ2408.located in North Carolina and those in adjacent states EZ2408.which have been adjusted to the HARN may be as much as 5 EZ2408.decimeters. This will result in a significant loss of accuracy EZ2408.over lines crossing such state borders. EZ2408 EZ2408 EZ2408.The horizontal coordinates were established by classical geodetic methods EZ2408.and adjusted by the National Geodetic Survey in July 1986. EZ2408 EZ2408.The orthometric height was determined by differential leveling EZ2408.and adjusted by the National Geodetic Survey in June 1991. EZ2408 EZ2408.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2408 EZ2408.The geoid height was determined by GEOID03. EZ2408 EZ2408.The dynamic height is computed by dividing the NAVD 88 EZ2408.geopotential number by the normal gravity value computed on the EZ2408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2408.degrees latitude (g = 980.6199 gals.). EZ2408 EZ2408.The modeled gravity was interpolated from observed gravity values. EZ2408 EZ2408; North East Units Scale Factor Converg. EZ2408;SPC NC - 242,528.394 662,688.258 MT 0.99994354 +0 20 22.5 EZ2408;SPC NC - 795,695.24 2,174,169.73 sFT 0.99994354 +0 20 22.5 EZ2408;UTM 17 - 3,979,817.781 733,497.448 MT 1.00027186 +1 31 10.9 EZ2408 EZ2408! - Elev Factor x Scale Factor = Combined Factor EZ2408!SPC NC - 0.99998946 x 0.99994354 = 0.99993300 EZ2408!UTM 17 - 0.99998946 x 1.00027186 = 1.00026132 EZ2408 EZ2408: Primary Azimuth Mark Grid Az EZ2408:SPC NC - BILLY 123 53 41.7 EZ2408:UTM 17 - BILLY 122 42 53.3 EZ2408 EZ2408|---------------------------------------------------------------------| EZ2408| PID Reference Object Distance Geod. Az | EZ2408| dddmmss.s | EZ2408| EZ2406 BILLY APPROX. 1.1 KM 1241404.2 | EZ2408|---------------------------------------------------------------------| EZ2408 EZ2408 SUPERSEDED SURVEY CONTROL EZ2408 EZ2408 NAD 27 - 35 56 04.87551(N) 078 24 42.98702(W) AD( ) 2 EZ2408 NAVD 88 (01/16/98) 100.59 (m) 330.0 (f) LEVELING 3 EZ2408 NGVD 29 (??/??/92) 100.871 (m) 330.94 (f) ADJ UNCH 2 2 EZ2408 EZ2408.Superseded values are not recommended for survey control. EZ2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2408.See file dsdata.txt to determine how the superseded data were derived. EZ2408 EZ2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3349779818(NAD 83) EZ2408_MARKER: DE = TRAVERSE STATION DISK EZ2408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2408_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2408_STAMPING: BARBARA 1976 EZ2408_MARK LOGO: NCGS EZ2408_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ2408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2408+STABILITY: SURFACE MOTION EZ2408_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ2408+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2004 EZ2408 EZ2408 HISTORY - Date Condition Report By EZ2408 HISTORY - 1976 MONUMENTED NCGS EZ2408 HISTORY - 1976 GOOD NCGS EZ2408 HISTORY - 19950321 GOOD GEOMET EZ2408 HISTORY - 20041120 GOOD USPSQD EZ2408 EZ2408 STATION DESCRIPTION EZ2408 EZ2408'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2408'BARBARA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2408'IN THE VICINITY OF ROLESVILLE, NORTH CAROLINA. EZ2408' EZ2408'BARBARA IS LOCATED APPROXIMATELY 2.7 MILES ENE OF ROLESVILLE EZ2408'AND 9.4 MILES NORTHWEST OF ZEBULON. TO REACH STATION FROM EZ2408'INTERSECTION OF NC 96 WITH U.S. 401 2.7 MILES NORTHEAST OF EZ2408'ROLESVILLE, PROCEED SOUTHEAST ALONG NC 96 FOR 1.1 MILE TO STATION EZ2408'ON RIGHT, ON TOP OF A 4 FOOT BANK, AT A POWER POLE AND EZ2408'APPROXIMATELY 700 FEET NORTHWEST OF PERRY CREEK. EZ2408' EZ2408'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2408'BARBARA 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2408'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EZ2408' EZ2408'MARK IS 35.7 FT SW OF C/L OF NC 96 EZ2408' EZ2408'4.0 FT NW OF METAL WITNESS SIGN POST EZ2408' EZ2408'24.5 FT E OF POWER POLE WITH ALUMINUM REF. TAG EZ2408' EZ2408'45.7 FT ENE OF SOUTHWESTERNMOST GUY WIRE (FOR POWER POLE) EZ2408' EZ2408'271.1 FT SE OF POWER POLE WITH ALUMINUM REF. TAG EZ2408 EZ2408 STATION RECOVERY (1976) EZ2408 EZ2408'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2408'2.7 MI ENE FROM ROLESVILLE. EZ2408'TO REACH STATION FROM INTERSECTION OF NC 96 WITH US 401 NORTHEAST OF EZ2408'ROLESVILLE, PROCEED SOUTHEAST ALONG NC 96 FOR 1.1 MILES TO STATION ON EZ2408'RIGHT, ON TOP OF A 4 FOOT BANK, AT A POWER POLE AND APPROXIMATELY 700 EZ2408'FEET NORTHWEST OF PERRY CREEK. 35.7 FT. SW OF C/L OF NC 96, 4.0 FT. EZ2408'NW OF METAL WITNESS SIGN POST, 24.5 FT. E OF PP WITH ALUMINUM REF. EZ2408'TAG, 45.7 FT. ENE OF SOUTHWESTERNMOST GUY WIRE (FOR POWER POLE), AND EZ2408'271.1 FT. SE OF PP WITH ALUMINUM REF. TAG. DISK IS SET IN CONCRETE EZ2408'CYLINDER, 3 INCHES BELOW THE SURFACE OF THE GROUND. EZ2408 EZ2408 STATION RECOVERY (1995) EZ2408 EZ2408'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1995 (DAR) EZ2408'RECOVERED AS DESCRIBED. EZ2408 EZ2408 STATION RECOVERY (2004) EZ2408 EZ2408'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ2408'RECOVERED AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2236 *********************************************************************** EZ2236 DESIGNATION - BARBER EZ2236 PID - EZ2236 EZ2236 STATE/COUNTY- NC/WAKE EZ2236 USGS QUAD - ANGIER (1993) EZ2236 EZ2236 *CURRENT SURVEY CONTROL EZ2236 ___________________________________________________________________ EZ2236* NAD 83(1986)- 35 35 02.87690(N) 078 40 36.78132(W) ADJUSTED EZ2236* NAVD 88 - 103.672 (meters) 340.13 (feet) ADJUSTED EZ2236 ___________________________________________________________________ EZ2236 LAPLACE CORR- -5.91 (seconds) DEFLEC99 EZ2236 GEOID HEIGHT- -33.08 (meters) GEOID03 EZ2236 DYNAMIC HT - 103.581 (meters) 339.83 (feet) COMP EZ2236 MODELED GRAV- 979,756.7 (mgal) NAVD 88 EZ2236 EZ2236 HORZ ORDER - SECOND EZ2236 VERT ORDER - SECOND CLASS II EZ2236 EZ2236.The North Carolina HARNS have been completed but, EZ2236.due to contractual restrictions, coordinates for these stations EZ2236.will NOT be published in the near future. In the interim, the EZ2236.published coordinates in North Carolina will not be EZ2236.consistent with the Continuously Operating Reference Stations EZ2236.(CORS). The HARN coordinates for these stations are available EZ2236.upon request. Contact Gary Thompson(919-733-3836). EZ2236. EZ2236.In addition, the published North Carolina positions EZ2236.(NAD 83 (1986)) are NOT consistent with those determined in EZ2236.adjacent state readjustments. The discontinuity between stations EZ2236.located in North Carolina and those in adjacent states EZ2236.which have been adjusted to the HARN may be as much as 5 EZ2236.decimeters. This will result in a significant loss of accuracy EZ2236.over lines crossing such state borders. EZ2236 EZ2236 EZ2236.The horizontal coordinates were established by classical geodetic methods EZ2236.and adjusted by the National Geodetic Survey in July 1986. EZ2236 EZ2236.The orthometric height was determined by differential leveling EZ2236.and adjusted by the National Geodetic Survey in June 1991. EZ2236 EZ2236.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2236 EZ2236.The geoid height was determined by GEOID03. EZ2236 EZ2236.The dynamic height is computed by dividing the NAVD 88 EZ2236.geopotential number by the normal gravity value computed on the EZ2236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2236.degrees latitude (g = 980.6199 gals.). EZ2236 EZ2236.The modeled gravity was interpolated from observed gravity values. EZ2236 EZ2236; North East Units Scale Factor Converg. EZ2236;SPC NC - 203,509.455 638,883.473 MT 0.99988936 +0 11 11.4 EZ2236;SPC NC - 667,680.60 2,096,070.19 sFT 0.99988936 +0 11 11.4 EZ2236;UTM 17 - 3,940,308.170 710,489.473 MT 1.00014601 +1 21 08.3 EZ2236 EZ2236! - Elev Factor x Scale Factor = Combined Factor EZ2236!SPC NC - 0.99998892 x 0.99988936 = 0.99987828 EZ2236!UTM 17 - 0.99998892 x 1.00014601 = 1.00013493 EZ2236 EZ2236: Primary Azimuth Mark Grid Az EZ2236:SPC NC - MT PLEASANT 095 30 14.5 EZ2236:UTM 17 - MT PLEASANT 094 20 17.6 EZ2236 EZ2236|---------------------------------------------------------------------| EZ2236| PID Reference Object Distance Geod. Az | EZ2236| dddmmss.s | EZ2236| EZ2235 MT PLEASANT 481.952 METERS 0954125.9 | EZ2236|---------------------------------------------------------------------| EZ2236 EZ2236 SUPERSEDED SURVEY CONTROL EZ2236 EZ2236 NAD 27 - 35 35 02.31543(N) 078 40 37.74860(W) AD( ) 2 EZ2236 NGVD 29 (??/??/92) 103.932 (m) 340.98 (f) ADJ UNCH 2 2 EZ2236 EZ2236.Superseded values are not recommended for survey control. EZ2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2236.See file dsdata.txt to determine how the superseded data were derived. EZ2236 EZ2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1048940308(NAD 83) EZ2236_MARKER: DE = TRAVERSE STATION DISK EZ2236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2236_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2236_STAMPING: BARBER 1976 EZ2236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2236+STABILITY: SURFACE MOTION EZ2236 EZ2236 HISTORY - Date Condition Report By EZ2236 HISTORY - 1976 MONUMENTED NCGS EZ2236 HISTORY - 1976 GOOD NCGS EZ2236 EZ2236 STATION DESCRIPTION EZ2236 EZ2236'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2236'BARBER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2236'IN THE VICINITY OF WILLOW SPRINGS, NORTH CAROLINA. EZ2236' EZ2236'BARBER IS LOCATED APPROXIMATELY 3.2 MILES EAST OF WILLOW SPRINGS EZ2236'AND 9.5 MILES SSW OF GARNER. TO REACH STATION FROM INTERSECTION EZ2236'OF NC 42 WITH NC 50 NEAR THE JOHNSTON-WAKE COUNTY LINE, PROCEED EZ2236'WESTERLY ALONG NC 42 FOR 4.5 MILES TO STATION ON LEFT, IN EZ2236'NORTHWEST YARD OF A. BARBERS TWO STORY WHITE FRAME RESIDENCE, EZ2236'NEAR A WHITE FENCE, 0.05 MILE WEST OF T INTERSECTION WITH SR2747 EZ2236'(S) AND 0.9 MILE SOUTHEAST OF BLALOCKS CROSSROADS. EZ2236' EZ2236'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2236'BARBER 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2236'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2236' EZ2236'MARK IS 30.2 FT SSW OF C/L OF NC 42 EZ2236' EZ2236'25.3 FT WNW OF C/L OF WESTERNMOST DRIVEWAY TO BARBER RESIDENCE EZ2236' EZ2236'35.3 FT WSW OF C/L OF INTERSECTION HIGHWAY WITH DRIVEWAY EZ2236' EZ2236'23.3 FT SE OF CENTER OF TOP OF SOUTH CONCRETE HEADWALL EZ2236' EZ2236'56.3 FT ESE OF WESTERNMOST CORNER FENCE POST EZ2236' EZ2236'113.3 FT N OF POWER POLE 67-1 WITH TRANSFORMER AND WITH EZ2236'ALUMINUM REF. TAG EZ2236' EZ2236'2.5 FT SSW OF WHITE BOARD FENCE EZ2236 EZ2236 STATION RECOVERY (1976) EZ2236 EZ2236'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2236'3.2 MI E FROM WILLOW SPRINGS. EZ2236'TO REACH STATION FROM INTERSECTION OF NC 42 WITH NC 50 NEAR THE EZ2236'JOHNSTON-WAKE COUNTY LINE, PROCEED WESTERLY ALONG NC 42 FOR 4.5 MILES EZ2236'TO STATION ON LEFT, IN NORTHWEST YARD OF A. BARBERS TWO STORY WHITE EZ2236'FRAME RESIDENCE, NEAR A WHITE FENCE, 0.05 MILE WEST OF T INTERSECTION EZ2236'WITH SR 2747 (S) AND 0.9 MILE SOUTHEAST OF BLALOCKS CROSSROADS. 30.2 EZ2236'FT. SSW OF CENTERLINE OF NC 42, 25.3 FT. WNW OF CENTERLINE OF EZ2236'WESTERNMOST DRIVEWAY TO BARBER RESIDENCE, 35.3 FT. WSW OF CENTERLINE EZ2236'OF INTERSECTION HIGHWAY WITH DRIVEWAY, 23.3 FT. SE OF CENTER OF TOP OF EZ2236'SOUTH CONCRETE HEADWALL, 56.3 FT. ESE OF WESTERNMOST CORNER FENCE EZ2236'POST, 113.3 FT. N OF POWER POLE NO. 67-1 WITH TRANSFORMER AND WITH EZ2236'ALUMINUM REF. TAG AND 2.5 FT. SSW OF WHITE BOARD FENCE. DISK IS SET EZ2236'IN CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2522 *********************************************************************** EZ2522 DESIGNATION - BARBOUR EZ2522 PID - EZ2522 EZ2522 STATE/COUNTY- NC/WAKE EZ2522 USGS QUAD - RALEIGH EAST (1993) EZ2522 EZ2522 *CURRENT SURVEY CONTROL EZ2522 ___________________________________________________________________ EZ2522* NAD 83(1986)- 35 49 00.26390(N) 078 36 02.22937(W) ADJUSTED EZ2522* NAVD 88 - 83.755 (meters) 274.79 (feet) ADJUSTED EZ2522 ___________________________________________________________________ EZ2522 LAPLACE CORR- -7.69 (seconds) DEFLEC99 EZ2522 GEOID HEIGHT- -32.99 (meters) GEOID03 EZ2522 DYNAMIC HT - 83.682 (meters) 274.55 (feet) COMP EZ2522 MODELED GRAV- 979,771.0 (mgal) NAVD 88 EZ2522 EZ2522 HORZ ORDER - SECOND EZ2522 VERT ORDER - SECOND CLASS II EZ2522 EZ2522.The North Carolina HARNS have been completed but, EZ2522.due to contractual restrictions, coordinates for these stations EZ2522.will NOT be published in the near future. In the interim, the EZ2522.published coordinates in North Carolina will not be EZ2522.consistent with the Continuously Operating Reference Stations EZ2522.(CORS). The HARN coordinates for these stations are available EZ2522.upon request. Contact Gary Thompson(919-733-3836). EZ2522. EZ2522.In addition, the published North Carolina positions EZ2522.(NAD 83 (1986)) are NOT consistent with those determined in EZ2522.adjacent state readjustments. The discontinuity between stations EZ2522.located in North Carolina and those in adjacent states EZ2522.which have been adjusted to the HARN may be as much as 5 EZ2522.decimeters. This will result in a significant loss of accuracy EZ2522.over lines crossing such state borders. EZ2522 EZ2522 EZ2522.The horizontal coordinates were established by classical geodetic methods EZ2522.and adjusted by the National Geodetic Survey in July 1986. EZ2522 EZ2522.The orthometric height was determined by differential leveling EZ2522.and adjusted by the National Geodetic Survey in June 1991. EZ2522 EZ2522.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2522 EZ2522.The geoid height was determined by GEOID03. EZ2522 EZ2522.The dynamic height is computed by dividing the NAVD 88 EZ2522.geopotential number by the normal gravity value computed on the EZ2522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2522.degrees latitude (g = 980.6199 gals.). EZ2522 EZ2522.The modeled gravity was interpolated from observed gravity values. EZ2522 EZ2522; North East Units Scale Factor Converg. EZ2522;SPC NC - 229,340.522 645,691.043 MT 0.99992110 +0 13 49.8 EZ2522;SPC NC - 752,428.03 2,118,404.70 sFT 0.99992110 +0 13 49.8 EZ2522;UTM 17 - 3,966,279.563 716,769.831 MT 1.00017905 +1 24 16.7 EZ2522 EZ2522! - Elev Factor x Scale Factor = Combined Factor EZ2522!SPC NC - 0.99999203 x 0.99992110 = 0.99991313 EZ2522!UTM 17 - 0.99999203 x 1.00017905 = 1.00017108 EZ2522 EZ2522: Primary Azimuth Mark Grid Az EZ2522:SPC NC - LOUIS 237 30 56.1 EZ2522:UTM 17 - LOUIS 236 20 29.2 EZ2522 EZ2522|---------------------------------------------------------------------| EZ2522| PID Reference Object Distance Geod. Az | EZ2522| dddmmss.s | EZ2522| EZ2523 LOUIS 439.025 METERS 2374445.9 | EZ2522|---------------------------------------------------------------------| EZ2522 EZ2522 SUPERSEDED SURVEY CONTROL EZ2522 EZ2522 NAD 27 - 35 48 59.72653(N) 078 36 03.21758(W) AD( ) 2 EZ2522 NGVD 29 (??/??/92) 84.033 (m) 275.70 (f) ADJ UNCH 2 2 EZ2522 EZ2522.Superseded values are not recommended for survey control. EZ2522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2522.See file dsdata.txt to determine how the superseded data were derived. EZ2522 EZ2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1677066280(NAD 83) EZ2522_MARKER: DE = TRAVERSE STATION DISK EZ2522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2522_SP_SET: CONCRETE POST EZ2522_STAMPING: BARBOUR 1965 EZ2522_MARK LOGO: NCGS EZ2522_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ2522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2522+STABILITY: SURFACE MOTION EZ2522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ2522+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1999 EZ2522 EZ2522 HISTORY - Date Condition Report By EZ2522 HISTORY - 1965 MONUMENTED NCGS EZ2522 HISTORY - 1976 GOOD NCGS EZ2522 HISTORY - 1984 GOOD NCGS EZ2522 HISTORY - 1984 GOOD NCGS EZ2522 HISTORY - 19990608 GOOD NCGS EZ2522 EZ2522 STATION DESCRIPTION EZ2522 EZ2522'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ2522'BARBOUR IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ2522'ESTABLISHED IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ2522' EZ2522'BARBOUR IS 3.3 MILES NE OF RALEIGH. LOCATED 0.25 MILES NE EZ2522'ALONG U.S. 1 NORTH FROM BRIDGE OVER THE U.S. 1 BYPASS. 0.35 EZ2522'MILES SW OF SR 2065. AT THE CREST OF LONG HILL IN FRONT OF EZ2522'WESTINGHOUSE METER PLANT. EZ2522' EZ2522'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2522'BARBOUR 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ2522'OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ2522' EZ2522'MARK IS EZ2522' EZ2522'29.6 FT S OF C/L OF S BOUND LANE EZ2522' EZ2522'45.6 FT N OF C/L OF N BOUND LANE EZ2522' EZ2522'14.4 FT S OF YELLOW ARROW ON S BOUND LANE EZ2522' EZ2522'11.2 FT E OF YELLOW ARROW ON CROSSOVER EZ2522' EZ2522'10.2 FT N OF SR 2027 SIGN POST WITH ALUMINUM REF. TAG EZ2522' EZ2522'21.3 FT SW OF ONE WAY SIGN ON S BOUND LANE WITH ALUMINUM REF. TAG EZ2522' EZ2522'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ2522 EZ2522 STATION RECOVERY (1976) EZ2522 EZ2522'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2522'3.3 MI NE FROM RALEIGH. EZ2522'STATION IS LOCATED 0.25 MILE NORTHEAST ALONG US 1 NORTH FROM BRIDGE EZ2522'OVER THE US 1 BYPASS, 0.35 MILE SOUTHWEST OF SR 2065, AT THE CREST OF EZ2522'LONG HILL IN FRONT OF WESTINGHOUSE METER PLANT. 17.1 FT. SSE OF EDGE EZ2522'OF S BOUND LANE, 34.4 FT. ENE OF CENTERLINE OF MEDIAN CROSSOVER, 9.2 EZ2522'FT. N OF A 4 X 4 IN. SIGN POST WITH ALUMINUM REF. TAG, 59.5 FT. SW OF EZ2522'METAL DO NOT ENTER SIGN POST, 59.0 FT. SW OF THE PROLONGATION OF THE EZ2522'NORTHEAST WALL OF THE FRONT BUILDING IN WESTINGHOUSE COMPLEX AND 81.5 EZ2522'FT. SE OF POWER POLE WITH 2 TRANSFORMERS AND ALUMINUM REF. TAG. DISK EZ2522'IS SET IN TOP OF CONCRETE CYLINDER, 3 INCHES BELOW THE SURFACE OF THE EZ2522'GROUND. EZ2522 EZ2522 STATION RECOVERY (1984) EZ2522 EZ2522'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ2522'THE STATION WAS RECOVERED AT THIS DATE. EZ2522'A NEW DESCRIPTION FOLLOWS. EZ2522' EZ2522'AT THE INTERSECTION OF US 1 (NORTH BOULEVARD) AND HIGHWOODS EZ2522'BOULEVARD, IN THE MEDIAN AT THE CROSSOVER. EZ2522' EZ2522'LOCATED 10.7 METERS (35.2 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF EZ2522'THE SOUTHBOUND LANE OF US 1, EZ2522'13.7 METERS (45.0 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE EZ2522'NORTHBOUND LANE, EZ2522'14.0 METERS (46.0 FT) EAST-NORTHEAST OF THE CENTER OF THE CROSSOVER, EZ2522'2.8 METERS (9.0 FT) NORTH OF A REFLECTOR POST, AND EZ2522'4.6 METERS (15.0 FT) NORTHWEST OF A STREET SIGN POST. EZ2522'MARK IS RECESSED 1 CM BELOW GROUND. EZ2522' EZ2522'STATION IS ALSO A BENCH MARK. EZ2522 EZ2522 STATION RECOVERY (1984) EZ2522 EZ2522'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ2522'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. AT THE EZ2522'INTERSECTION OF US 1 (NORTH BOULEVARD) AND HIGHWOODS BOULEVARD, IN EZ2522'THE MEDIAN AT THE CROSSOVER. LOCATED 10.7 METERS (35.2 FT) EZ2522'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF US 1, EZ2522'13.7 METERS (45.0 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE EZ2522'NORTHBOUND LANE, 14.0 METERS (46.0 FT) EAST-NORTHEAST OF THE CENTER EZ2522'OF THE CROSSOVER, 2.8 METERS (9.0 FT) NORTH OF A REFLECTOR POST, AND EZ2522'4.6 METERS (15.0 FT) NORTHWEST OF A STREET SIGN POST. MARK IS EZ2522'RECESSED 1 CM BELOW GROUND. EZ2522 EZ2522 STATION RECOVERY (1999) EZ2522 EZ2522'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL) EZ2522'STATION WAS RECOVERED IN GOOD CONDITION, WITH THE FOLLOWING UPDATES. EZ2522'STATION IS ABOUT 1-FT LOWER THAN US 1 SOUTH BOUND AND IS RECESSED 3 EZ2522'INCHES BELOW THE GROUND SURFACE. LOCATED 0.25 MI (0.40 KM) NORTHEAST EZ2522'ALONG US 1 NORTH FROM BRIDGE OVER I-440 OUTER LOOP. 11.4 FT (3.5 M) EZ2522'SOUTH OF A NO-U-TURN SIGN POST. THE SR 2027 SIGN POST AND ONE WAY SIGN EZ2522'ON SOUTH BOUND LANE, BOTH WITH REFERENCE TAGS, HAVE BEEN REMOVED. THE EZ2522'TWO YELLOW PAINTED ARROWS ARE GONE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6635 *********************************************************************** EZ6635 DESIGNATION - BARBS EZ6635 PID - EZ6635 EZ6635 STATE/COUNTY- NC/WAKE EZ6635 USGS QUAD - FUQUAY-VARINA (1993) EZ6635 EZ6635 *CURRENT SURVEY CONTROL EZ6635 ___________________________________________________________________ EZ6635* NAD 83(1986)- 35 36 17.94825(N) 078 48 16.09274(W) ADJUSTED EZ6635* NAVD 88 - 134.3 (meters) 441. (feet) VERTCON EZ6635 ___________________________________________________________________ EZ6635 LAPLACE CORR- -4.83 (seconds) DEFLEC99 EZ6635 GEOID HEIGHT- -32.64 (meters) GEOID03 EZ6635 EZ6635 HORZ ORDER - SECOND EZ6635 EZ6635.The North Carolina HARNS have been completed but, EZ6635.due to contractual restrictions, coordinates for these stations EZ6635.will NOT be published in the near future. In the interim, the EZ6635.published coordinates in North Carolina will not be EZ6635.consistent with the Continuously Operating Reference Stations EZ6635.(CORS). The HARN coordinates for these stations are available EZ6635.upon request. Contact Gary Thompson(919-733-3836). EZ6635. EZ6635.In addition, the published North Carolina positions EZ6635.(NAD 83 (1986)) are NOT consistent with those determined in EZ6635.adjacent state readjustments. The discontinuity between stations EZ6635.located in North Carolina and those in adjacent states EZ6635.which have been adjusted to the HARN may be as much as 5 EZ6635.decimeters. This will result in a significant loss of accuracy EZ6635.over lines crossing such state borders. EZ6635 EZ6635 EZ6635.The horizontal coordinates were established by classical geodetic methods EZ6635.and adjusted by the National Geodetic Survey in March 1993. EZ6635 EZ6635.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6635 EZ6635.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6635 EZ6635.The geoid height was determined by GEOID03. EZ6635 EZ6635; North East Units Scale Factor Converg. EZ6635;SPC NC - 205,792.681 627,316.473 MT 0.99989154 +0 06 46.3 EZ6635;SPC NC - 675,171.49 2,058,120.80 sFT 0.99989154 +0 06 46.3 EZ6635;UTM 17 - 3,942,356.046 698,875.789 MT 1.00008741 +1 16 43.1 EZ6635 EZ6635! - Elev Factor x Scale Factor = Combined Factor EZ6635!SPC NC - 0.99998404 x 0.99989154 = 0.99987559 EZ6635!UTM 17 - 0.99998404 x 1.00008741 = 1.00007145 EZ6635 EZ6635: Primary Azimuth Mark Grid Az EZ6635:SPC NC - UNKNOWN MAST 343 15 13.6 EZ6635:UTM 17 - UNKNOWN MAST 342 05 16.8 EZ6635 EZ6635|---------------------------------------------------------------------| EZ6635| PID Reference Object Distance Geod. Az | EZ6635| dddmmss.s | EZ6635| EZ6653 FISH 331.471 METERS 15658 | EZ6635| CS7497 UNKNOWN MAST 3432159.9 | EZ6635|---------------------------------------------------------------------| EZ6635 EZ6635 SUPERSEDED SURVEY CONTROL EZ6635 EZ6635 NGVD 29 (03/10/93) 134.6 (m) 442. (f) VERT ANG EZ6635 EZ6635.Superseded values are not recommended for survey control. EZ6635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6635.See file dsdata.txt to determine how the superseded data were derived. EZ6635 EZ6635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9887642356(NAD 83) EZ6635_MARKER: DE = TRAVERSE STATION DISK EZ6635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6635_SP_SET: CONCRETE POST EZ6635_STAMPING: BARBS 1983 EZ6635_MARK LOGO: NCGS EZ6635_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ6635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6635+STABILITY: SURFACE MOTION EZ6635 EZ6635 HISTORY - Date Condition Report By EZ6635 HISTORY - 1983 MONUMENTED NCGS EZ6635 EZ6635 STATION DESCRIPTION EZ6635 EZ6635'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 EZ6635'STATION IS LOCATED APPROXIMATELY 2.3 KM (1.4 MI) NORTH OF FUQUAY EZ6635'VARINA. EZ6635'ALONG NC 55, 1.9 KM (1.15 MI) NORTHWEST OF THE INTERSECTION WITH US EZ6635'401 , AT INTERSECTION WITH SR 1399, AND APPROXIMATELY 60 M (200 FT) EZ6635'NORTHWEST AND ACROSS HIGHWAY FROM BARBARAS GRILL. EZ6635'THE STATION IS A STANDARD NCGS DISK STAMPED---BARBS 1983---, SET INTO EZ6635'THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER FLUSH WITH EZ6635'GROUND. LOCATED 8.90 METERS (29.2 FT) WEST FROM THE CENTERLINE OF EZ6635'HIGHWAY, 22.2 METERS (72.7 FT) NORTHWEST FROM THE CENTERLINE OF EZ6635'INTERSECTION WITH SR 1399 (JAMES SLAUGHTER ROAD) 3.87 METERS EZ6635'(12.7 FT) SOUTHEAST FROM A TELEPHONE POLE BETWEEN TWO PEDESTALS AND EZ6635'WITH REFERENCE TAG, AND 28.6 METERS (93.7 FT) NORTH-NORTHWEST OF EZ6635'CENTER OF MANHOLE MILE--SIGN. EZ6635'STATION IS LEVEL WITH HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5059 *********************************************************************** EZ5059 DESIGNATION - BARDEN EZ5059 PID - EZ5059 EZ5059 STATE/COUNTY- NC/WAKE EZ5059 USGS QUAD - RALEIGH EAST (1993) EZ5059 EZ5059 *CURRENT SURVEY CONTROL EZ5059 ___________________________________________________________________ EZ5059* NAD 83(1986)- 35 51 06.87386(N) 078 30 43.82026(W) ADJUSTED EZ5059* NAVD 88 - 83.8 (meters) 275. (feet) VERTCON EZ5059 ___________________________________________________________________ EZ5059 LAPLACE CORR- -7.07 (seconds) DEFLEC99 EZ5059 GEOID HEIGHT- -33.30 (meters) GEOID03 EZ5059 EZ5059 HORZ ORDER - SECOND EZ5059 EZ5059.The North Carolina HARNS have been completed but, EZ5059.due to contractual restrictions, coordinates for these stations EZ5059.will NOT be published in the near future. In the interim, the EZ5059.published coordinates in North Carolina will not be EZ5059.consistent with the Continuously Operating Reference Stations EZ5059.(CORS). The HARN coordinates for these stations are available EZ5059.upon request. Contact Gary Thompson(919-733-3836). EZ5059. EZ5059.In addition, the published North Carolina positions EZ5059.(NAD 83 (1986)) are NOT consistent with those determined in EZ5059.adjacent state readjustments. The discontinuity between stations EZ5059.located in North Carolina and those in adjacent states EZ5059.which have been adjusted to the HARN may be as much as 5 EZ5059.decimeters. This will result in a significant loss of accuracy EZ5059.over lines crossing such state borders. EZ5059 EZ5059 EZ5059.The horizontal coordinates were established by classical geodetic methods EZ5059.and adjusted by the National Geodetic Survey in July 1986. EZ5059 EZ5059.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5059 EZ5059.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5059 EZ5059.The geoid height was determined by GEOID03. EZ5059 EZ5059; North East Units Scale Factor Converg. EZ5059;SPC NC - 233,278.152 653,664.273 MT 0.99992734 +0 16 53.6 EZ5059;SPC NC - 765,346.74 2,144,563.54 sFT 0.99992734 +0 16 53.6 EZ5059;UTM 17 - 3,970,381.017 724,662.808 MT 1.00022199 +1 27 27.8 EZ5059 EZ5059! - Elev Factor x Scale Factor = Combined Factor EZ5059!SPC NC - 0.99999207 x 0.99992734 = 0.99991941 EZ5059!UTM 17 - 0.99999207 x 1.00022199 = 1.00021406 EZ5059 EZ5059: Primary Azimuth Mark Grid Az EZ5059:SPC NC - CLIFTON 171 02 41.1 EZ5059:UTM 17 - CLIFTON 169 52 06.9 EZ5059 EZ5059|---------------------------------------------------------------------| EZ5059| PID Reference Object Distance Geod. Az | EZ5059| dddmmss.s | EZ5059| EZ5064 CLIFTON 436.918 METERS 1711934.7 | EZ5059|---------------------------------------------------------------------| EZ5059 EZ5059 SUPERSEDED SURVEY CONTROL EZ5059 EZ5059 NAD 27 - 35 51 06.33283(N) 078 30 44.81167(W) AD( ) 2 EZ5059 NGVD 29 (07/19/86) 84.1 (m) 276. (f) VERT ANG EZ5059 EZ5059.Superseded values are not recommended for survey control. EZ5059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5059.See file dsdata.txt to determine how the superseded data were derived. EZ5059 EZ5059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2466370381(NAD 83) EZ5059_MARKER: DE = TRAVERSE STATION DISK EZ5059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5059_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5059_STAMPING: BARDEN 1965 EZ5059_MARK LOGO: NCGS EZ5059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5059+STABILITY: SURFACE MOTION EZ5059 EZ5059 HISTORY - Date Condition Report By EZ5059 HISTORY - 1965 MONUMENTED NCGS EZ5059 HISTORY - 20050418 MARK NOT FOUND USPSQD EZ5059 EZ5059 STATION DESCRIPTION EZ5059 EZ5059'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ5059'BARDEN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5059'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5059' EZ5059'BARDEN IS 8.7 MILES NE OF RALEIGH AND 4.7 MILES NW OF EZ5059'KNIGHTDALE. LOCATED 2.1 MILES S ALONG SR 2049 FROM WAKE EZ5059'CROSSROADS. 0.6 MILES N OF SR 2215. 0.2 MILES S OF BRIDGE OVER EZ5059'HODGES CREEK. AND ON E SHOULDER OF SR 2049. EZ5059' EZ5059'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ5059'BARDEN 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5059'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ5059' EZ5059'MARK IS EZ5059' EZ5059'12.0 FT E OF C/L OF SR 2049 EZ5059' EZ5059'4.0 FT E OF YELLOW ARROW PAINTED ON SR 2049 EZ5059' EZ5059'39.4 FT N OF 14 INCH PINE WITH ALUMINUM REF. TAG EZ5059' EZ5059'20.0 FT W OF 12 INCH PINE WITH ALUMINUM REF. TAG EZ5059' EZ5059'38.2 FT S OF 24 INCH PINE WITH ALUMINUM REF. TAG EZ5059' EZ5059'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ5059 EZ5059 STATION RECOVERY (2005) EZ5059 EZ5059'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ5059'MARK NOT FOUND 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2409 *********************************************************************** EZ2409 DESIGNATION - BARHAM EZ2409 PID - EZ2409 EZ2409 STATE/COUNTY- NC/WAKE EZ2409 USGS QUAD - ROLESVILLE (1993) EZ2409 EZ2409 *CURRENT SURVEY CONTROL EZ2409 ___________________________________________________________________ EZ2409* NAD 83(1986)- 35 56 31.17381(N) 078 25 04.52142(W) ADJUSTED EZ2409* NAVD 88 - 114.638 (meters) 376.11 (feet) ADJUSTED EZ2409 ___________________________________________________________________ EZ2409 LAPLACE CORR- -6.87 (seconds) DEFLEC99 EZ2409 GEOID HEIGHT- -33.41 (meters) GEOID03 EZ2409 DYNAMIC HT - 114.539 (meters) 375.78 (feet) COMP EZ2409 MODELED GRAV- 979,768.6 (mgal) NAVD 88 EZ2409 EZ2409 HORZ ORDER - SECOND EZ2409 VERT ORDER - SECOND CLASS II EZ2409 EZ2409.The North Carolina HARNS have been completed but, EZ2409.due to contractual restrictions, coordinates for these stations EZ2409.will NOT be published in the near future. In the interim, the EZ2409.published coordinates in North Carolina will not be EZ2409.consistent with the Continuously Operating Reference Stations EZ2409.(CORS). The HARN coordinates for these stations are available EZ2409.upon request. Contact Gary Thompson(919-733-3836). EZ2409. EZ2409.In addition, the published North Carolina positions EZ2409.(NAD 83 (1986)) are NOT consistent with those determined in EZ2409.adjacent state readjustments. The discontinuity between stations EZ2409.located in North Carolina and those in adjacent states EZ2409.which have been adjusted to the HARN may be as much as 5 EZ2409.decimeters. This will result in a significant loss of accuracy EZ2409.over lines crossing such state borders. EZ2409 EZ2409 EZ2409.The horizontal coordinates were established by classical geodetic methods EZ2409.and adjusted by the National Geodetic Survey in July 1986. EZ2409 EZ2409.The orthometric height was determined by differential leveling EZ2409.and adjusted by the National Geodetic Survey in June 1991. EZ2409 EZ2409.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2409 EZ2409.The geoid height was determined by GEOID03. EZ2409 EZ2409.The dynamic height is computed by dividing the NAVD 88 EZ2409.geopotential number by the normal gravity value computed on the EZ2409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2409.degrees latitude (g = 980.6199 gals.). EZ2409 EZ2409.The modeled gravity was interpolated from observed gravity values. EZ2409 EZ2409; North East Units Scale Factor Converg. EZ2409;SPC NC - 243,318.599 662,118.683 MT 0.99994504 +0 20 09.4 EZ2409;SPC NC - 798,287.77 2,172,301.05 sFT 0.99994504 +0 20 09.4 EZ2409;UTM 17 - 3,980,596.340 732,911.527 MT 1.00026849 +1 30 58.6 EZ2409 EZ2409! - Elev Factor x Scale Factor = Combined Factor EZ2409!SPC NC - 0.99998725 x 0.99994504 = 0.99993229 EZ2409!UTM 17 - 0.99998725 x 1.00026849 = 1.00025574 EZ2409 EZ2409: Primary Azimuth Mark Grid Az EZ2409:SPC NC - CROSSROADS 327 23 38.4 EZ2409:UTM 17 - CROSSROADS 326 12 49.2 EZ2409 EZ2409|---------------------------------------------------------------------| EZ2409| PID Reference Object Distance Geod. Az | EZ2409| dddmmss.s | EZ2409| EZ2410 CROSSROADS APPROX. 0.8 KM 3274347.8 | EZ2409|---------------------------------------------------------------------| EZ2409 EZ2409 SUPERSEDED SURVEY CONTROL EZ2409 EZ2409 NAD 27 - 35 56 30.62411(N) 078 25 05.52553(W) AD( ) 2 EZ2409 NGVD 29 (??/??/92) 114.917 (m) 377.02 (f) ADJ UNCH 2 2 EZ2409 EZ2409.Superseded values are not recommended for survey control. EZ2409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2409.See file dsdata.txt to determine how the superseded data were derived. EZ2409 EZ2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3291280596(NAD 83) EZ2409_MARKER: DE = TRAVERSE STATION DISK EZ2409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2409_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2409_STAMPING: BARHAM 1976 EZ2409_MARK LOGO: NCGS EZ2409_MAGNETIC: N = NO MAGNETIC MATERIAL EZ2409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2409+STABILITY: SURFACE MOTION EZ2409_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ2409+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2004 EZ2409 EZ2409 HISTORY - Date Condition Report By EZ2409 HISTORY - 1976 MONUMENTED NCGS EZ2409 HISTORY - 1976 GOOD NCGS EZ2409 HISTORY - 19950321 GOOD GEOMET EZ2409 HISTORY - 20041120 GOOD USPSQD EZ2409 EZ2409 STATION DESCRIPTION EZ2409 EZ2409'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2409'BARHAM IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2409'IN THE VICINITY OF ROLESVILLE, NORTH CAROLINA. EZ2409' EZ2409'BARHAM IS LOCATED APPROXIMATELY 2.6 MILES ENE OF ROLESVILLE EZ2409'AND 10.0 MILES NORTHWEST OF ZEBULON. TO REACH STATION FROM EZ2409'INTERSECTION OF NC 96 WITH U.S. 401 2.7 MILES NORTHEAST OF EZ2409'ROLESVILLE, PROCEED SOUTHEAST ALONG NC 96 FOR 0.55 MILE TO SR EZ2409'2302 (SE) AND STATION ON RIGHT OF THE Y INTERSECTION, ON THE EZ2409'SOUTH SIDE OF THE EASTERNMOST DIRT DRIVEWAY LEADING BEHIND THE EZ2409'A. E. MC RORIE ONE AND A HALF STORY BRICK RESIDENCE. EZ2409' EZ2409'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2409'BARHAM 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ2409'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2409' EZ2409'MARK IS 64.6 FT WSW OF C/L OF NC 96 EZ2409' EZ2409'19.1 FT S OF C/L OF EASTERNMOST DRIVEWAY EZ2409' EZ2409'76.6 FT W OF C/L INTERSECTION OF HIGHWAY WITH SR 2302 EZ2409' EZ2409'47.7 FT NW OF POWER POLE WITH ALUMINUM REF. TAG EZ2409' EZ2409'15.4 FT ENE OF 15 INCH OAK WITH ALUMINUM REF. TAG EZ2409' EZ2409'13.8 FT SE OF 18 INCH OAK WITH ALUMINUM REF. TAG EZ2409 EZ2409 STATION RECOVERY (1976) EZ2409 EZ2409'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2409'2.6 MI ENE FROM ROLESVILLE. EZ2409'TO REACH STATION FROM INTERSECTION OF NC 96 WITH US 401 NORTHEAST OF EZ2409'ROLESVILLE, PROCEED SOUTHEAST ALONG NC 96 FOR 0.55 MILE TO SR 2302 EZ2409'(SE) AND STATION ON RIGHT OF THE Y INTERSECTION, ON THE SOUTH SIDE OF EZ2409'THE EASTERNMOST DIRT DRIVEWAY LEADING BEHIND THE A. E. MCRORIE ONE AND EZ2409'A HALF STORY BRICK RESIDENCE. 64.6 FT. WSW OF C/L OF NC 96, 19.1 FT. EZ2409'S OF C/L OF EASTERNMOST DRIVEWAY, 76.6 FT. W OF C/L OF INTERSECTION OF EZ2409'HIGHWAY WITH SR 2302, 47.7 FT. NW OF PP WITH ALUMINUM REF. TAG, 15.4 EZ2409'FT. ENE OF 15 INCH OAK WITH ALUMINUM REF. TAG, AND 13.8 FT. SE OF 18 EZ2409'INCH OAK WITH ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER, EZ2409'FLUSH WITH THE SURFACE OF THE GROUND. EZ2409 EZ2409 STATION RECOVERY (1995) EZ2409 EZ2409'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1995 (DW) EZ2409'UNSUIT. FOR GPS/LARGE TREES OVER THE STATION. REF. TAGS GOOD EZ2409 EZ2409 STATION RECOVERY (2004) EZ2409 EZ2409'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ2409'RECOVERED AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5411 *********************************************************************** EZ5411 DESIGNATION - BARN EZ5411 PID - EZ5411 EZ5411 STATE/COUNTY- NC/WAKE EZ5411 USGS QUAD - CARY (1993) EZ5411 EZ5411 *CURRENT SURVEY CONTROL EZ5411 ___________________________________________________________________ EZ5411* NAD 83(1986)- 35 49 06.48687(N) 078 52 24.05428(W) ADJUSTED EZ5411* NAVD 88 - 116.1 (meters) 381. (feet) VERTCON EZ5411 ___________________________________________________________________ EZ5411 LAPLACE CORR- -5.77 (seconds) DEFLEC99 EZ5411 GEOID HEIGHT- -31.89 (meters) GEOID03 EZ5411 EZ5411 HORZ ORDER - SECOND EZ5411 EZ5411.The North Carolina HARNS have been completed but, EZ5411.due to contractual restrictions, coordinates for these stations EZ5411.will NOT be published in the near future. In the interim, the EZ5411.published coordinates in North Carolina will not be EZ5411.consistent with the Continuously Operating Reference Stations EZ5411.(CORS). The HARN coordinates for these stations are available EZ5411.upon request. Contact Gary Thompson(919-733-3836). EZ5411. EZ5411.In addition, the published North Carolina positions EZ5411.(NAD 83 (1986)) are NOT consistent with those determined in EZ5411.adjacent state readjustments. The discontinuity between stations EZ5411.located in North Carolina and those in adjacent states EZ5411.which have been adjusted to the HARN may be as much as 5 EZ5411.decimeters. This will result in a significant loss of accuracy EZ5411.over lines crossing such state borders. EZ5411 EZ5411 EZ5411.The horizontal coordinates were established by classical geodetic methods EZ5411.and adjusted by the National Geodetic Survey in July 1986. EZ5411 EZ5411.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5411 EZ5411.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5411 EZ5411.The geoid height was determined by GEOID03. EZ5411 EZ5411; North East Units Scale Factor Converg. EZ5411;SPC NC - 229,467.008 621,045.805 MT 0.99992140 +0 04 23.2 EZ5411;SPC NC - 752,843.01 2,037,547.78 sFT 0.99992140 +0 04 23.2 EZ5411;UTM 17 - 3,965,901.434 692,122.377 MT 1.00005485 +1 14 41.8 EZ5411 EZ5411! - Elev Factor x Scale Factor = Combined Factor EZ5411!SPC NC - 0.99998678 x 0.99992140 = 0.99990818 EZ5411!UTM 17 - 0.99998678 x 1.00005485 = 1.00004162 EZ5411 EZ5411: Primary Azimuth Mark Grid Az EZ5411:SPC NC - MARKET 353 28 58.4 EZ5411:UTM 17 - MARKET 352 18 39.8 EZ5411 EZ5411|---------------------------------------------------------------------| EZ5411| PID Reference Object Distance Geod. Az | EZ5411| dddmmss.s | EZ5411| EZ2157 SWITCH 191.672 METERS 02530 | EZ5411| EZ5434 MARKET APPROX. 0.5 KM 3533321.6 | EZ5411|---------------------------------------------------------------------| EZ5411 EZ5411 SUPERSEDED SURVEY CONTROL EZ5411 EZ5411 NAD 27 - 35 49 05.95280(N) 078 52 25.03526(W) AD( ) 2 EZ5411 NGVD 29 (07/19/86) 116.4 (m) 382. (f) VERT ANG EZ5411 EZ5411.Superseded values are not recommended for survey control. EZ5411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5411.See file dsdata.txt to determine how the superseded data were derived. EZ5411 EZ5411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9212265901(NAD 83) EZ5411_MARKER: DE = TRAVERSE STATION DISK EZ5411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5411_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5411_STAMPING: BARN 1961 EZ5411_MARK LOGO: NCGS EZ5411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5411+STABILITY: SURFACE MOTION EZ5411 EZ5411 HISTORY - Date Condition Report By EZ5411 HISTORY - 1961 MONUMENTED NCGS EZ5411 EZ5411 STATION DESCRIPTION EZ5411 EZ5411'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ5411'BARN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ5411'THE VICINITY OF DURHAM, NORTH CAROLINA. EZ5411' EZ5411'BARN IS LOCATED APPROXIMATELY 0.3 MILE SW OF THE CENTER OF EZ5411'CARPENTER, N.C. AND 2.8 MILES WEST OF MORRISVILLE, N.C. TO EZ5411'REACH THE STATION PROCEED FROM THE INTERSECTION OF SR 1002 EZ5411'AND NC 55 IN CARPENTER, N.C.. GO SOUTH ON NC 55 FOR 0.1 MILE EZ5411'TO STATION. THE STATION IS LOCATED ON THE EAST SHOULDER OF EZ5411'NC 55 WEST OF THE SOUTH END OF A SMALL POND. EZ5411' EZ5411'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, SET IN EZ5411'THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 8 INCHES EZ5411'BELOW THE SURFACE OF THE GROUND, MARKED BARN 1961. EZ5411' EZ5411'MARK IS EZ5411' EZ5411'18.6 FT E OF C/L OF NC 55 EZ5411' EZ5411'80.7 FT WNW OF PP 55 WITH ALUMINUM REF. TAG EZ5411' EZ5411'69.8 FT E OF 4 INCH BLACK GUM TREE WITH ALUMINUM REF. TAG EZ5411' EZ5411'300.0 FT + OR - S OF TOBACCO BARN 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5412 *********************************************************************** EZ5412 DESIGNATION - BARRICADE EZ5412 PID - EZ5412 EZ5412 STATE/COUNTY- NC/WAKE EZ5412 USGS QUAD - CARY (1993) EZ5412 EZ5412 *CURRENT SURVEY CONTROL EZ5412 ___________________________________________________________________ EZ5412* NAD 83(1986)- 35 51 43.02450(N) 078 47 33.13730(W) ADJUSTED EZ5412* NAVD 88 - 127.43 (+/-2cm) 418.1 (feet) VERTCON EZ5412 ___________________________________________________________________ EZ5412 LAPLACE CORR- -5.93 (seconds) DEFLEC99 EZ5412 GEOID HEIGHT- -32.07 (meters) GEOID03 EZ5412 EZ5412 HORZ ORDER - SECOND EZ5412 VERT ORDER - THIRD ? (See Below) EZ5412 EZ5412.The North Carolina HARNS have been completed but, EZ5412.due to contractual restrictions, coordinates for these stations EZ5412.will NOT be published in the near future. In the interim, the EZ5412.published coordinates in North Carolina will not be EZ5412.consistent with the Continuously Operating Reference Stations EZ5412.(CORS). The HARN coordinates for these stations are available EZ5412.upon request. Contact Gary Thompson(919-733-3836). EZ5412. EZ5412.In addition, the published North Carolina positions EZ5412.(NAD 83 (1986)) are NOT consistent with those determined in EZ5412.adjacent state readjustments. The discontinuity between stations EZ5412.located in North Carolina and those in adjacent states EZ5412.which have been adjusted to the HARN may be as much as 5 EZ5412.decimeters. This will result in a significant loss of accuracy EZ5412.over lines crossing such state borders. EZ5412 EZ5412 EZ5412.The horizontal coordinates were established by classical geodetic methods EZ5412.and adjusted by the National Geodetic Survey in July 1986. EZ5412 EZ5412.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5412.The vertical order pertains to the NGVD 29 superseded value. EZ5412 EZ5412.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5412 EZ5412.The geoid height was determined by GEOID03. EZ5412 EZ5412; North East Units Scale Factor Converg. EZ5412;SPC NC - 234,303.591 628,337.952 MT 0.99992919 +0 07 11.1 EZ5412;SPC NC - 768,711.03 2,061,472.10 sFT 0.99992919 +0 07 11.1 EZ5412;UTM 17 - 3,970,886.997 699,315.054 MT 1.00008954 +1 17 37.1 EZ5412 EZ5412! - Elev Factor x Scale Factor = Combined Factor EZ5412!SPC NC - 0.99998503 x 0.99992919 = 0.99991422 EZ5412!UTM 17 - 0.99998503 x 1.00008954 = 1.00007457 EZ5412 EZ5412: Primary Azimuth Mark Grid Az EZ5412:SPC NC - CONTROL 022 58 30.3 EZ5412:UTM 17 - CONTROL 021 48 04.3 EZ5412 EZ5412|---------------------------------------------------------------------| EZ5412| PID Reference Object Distance Geod. Az | EZ5412| dddmmss.s | EZ5412| EZ5396 CONTROL APPROX. 2.0 KM 0230541.4 | EZ5412|---------------------------------------------------------------------| EZ5412 EZ5412 SUPERSEDED SURVEY CONTROL EZ5412 EZ5412 NAD 27 - 35 51 42.49809(N) 078 47 34.11638(W) AD( ) 2 EZ5412 NGVD 29 (07/19/86) 127.68 (m) 418.9 (f) LEVELING 3 EZ5412 EZ5412.Superseded values are not recommended for survey control. EZ5412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5412.See file dsdata.txt to determine how the superseded data were derived. EZ5412 EZ5412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9931570887(NAD 83) EZ5412_MARKER: DE = TRAVERSE STATION DISK EZ5412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5412_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5412_STAMPING: BARRICADE 1967 EZ5412_MARK LOGO: NCGS EZ5412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5412+STABILITY: SURFACE MOTION EZ5412 EZ5412 HISTORY - Date Condition Report By EZ5412 HISTORY - 1967 MONUMENTED NCGS EZ5412 EZ5412 STATION DESCRIPTION EZ5412 EZ5412'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ5412'BARRICADE IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ5412'ESTABLISHED IN THE VICINITY OF MORRISVILLE, NORTH CAROLINA. EZ5412' EZ5412'BARRICADE IS LOCATED APPROXIMATELY 3.2 MILES ENE OF EZ5412'MORRISVILLE AND 0.3 MILE ESE OF WEST END OF RALEIGH-DURHAM EZ5412'AIRPORT, E-W RUNWAY. TO REACH STATION PROCEED FROM THE EZ5412'INTERSECTION OF ENTRANCE TO RALEIGH-DURHAM AIRPORT WITH SR EZ5412'1002. GO GENERALLY SOUTHWEST ON SR 1002 FOR 1.8 MILES TO ROAD ON EZ5412'LEFT (EAST) WITH SIGN DEAD END. PROCEED NORTH ON DEAD END ROAD EZ5412'TO BARRICADE, AND STATION. STATION IS ON THE WEST SHOULDER OF EZ5412'ROAD NORTH OF BARRICADE TO AIRPORT. EZ5412' EZ5412'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5412'BARRICADE 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ5412'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5412' EZ5412'MARK IS EZ5412' EZ5412'15.5 FT W OF C/L OF ROAD AT BARRICADE EZ5412' EZ5412'141.4 FT N OF C/L OF DRIVEWAY TO ONE STORY FRAME HOUSE EZ5412' EZ5412'105.4 FT NNE OF NE CORNER OF HOUSE EZ5412' EZ5412'175.7 FT NE OF PP WITH ALUMINUM REF. TAG S OF DRIVEWAY TO HOUSE EZ5412' EZ5412'25.6 FT WNW OF E CORNER POST OF BARRICADE WITH ALUMINUM REF. TAG 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6535 *********************************************************************** EZ6535 DESIGNATION - BASHFORD EZ6535 PID - EZ6535 EZ6535 STATE/COUNTY- NC/WAKE EZ6535 USGS QUAD - RALEIGH WEST (1988) EZ6535 EZ6535 *CURRENT SURVEY CONTROL EZ6535 ___________________________________________________________________ EZ6535* NAD 83(1986)- 35 47 51.34312(N) 078 44 31.06367(W) ADJUSTED EZ6535* NAVD 88 - 125.7 (meters) 412. (feet) VERTCON EZ6535 ___________________________________________________________________ EZ6535 LAPLACE CORR- -7.28 (seconds) DEFLEC99 EZ6535 GEOID HEIGHT- -32.43 (meters) GEOID03 EZ6535 EZ6535 HORZ ORDER - SECOND EZ6535 EZ6535.The North Carolina HARNS have been completed but, EZ6535.due to contractual restrictions, coordinates for these stations EZ6535.will NOT be published in the near future. In the interim, the EZ6535.published coordinates in North Carolina will not be EZ6535.consistent with the Continuously Operating Reference Stations EZ6535.(CORS). The HARN coordinates for these stations are available EZ6535.upon request. Contact Gary Thompson(919-733-3836). EZ6535. EZ6535.In addition, the published North Carolina positions EZ6535.(NAD 83 (1986)) are NOT consistent with those determined in EZ6535.adjacent state readjustments. The discontinuity between stations EZ6535.located in North Carolina and those in adjacent states EZ6535.which have been adjusted to the HARN may be as much as 5 EZ6535.decimeters. This will result in a significant loss of accuracy EZ6535.over lines crossing such state borders. EZ6535 EZ6535 EZ6535.The horizontal coordinates were established by classical geodetic methods EZ6535.and adjusted by the National Geodetic Survey in December 1992. EZ6535 EZ6535.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6535 EZ6535.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6535 EZ6535.The geoid height was determined by GEOID03. EZ6535 EZ6535; North East Units Scale Factor Converg. EZ6535;SPC NC - 227,174.204 632,924.230 MT 0.99991787 +0 08 56.2 EZ6535;SPC NC - 745,320.70 2,076,518.91 sFT 0.99991787 +0 08 56.2 EZ6535;UTM 17 - 3,963,851.748 704,047.172 MT 1.00011307 +1 19 16.4 EZ6535 EZ6535! - Elev Factor x Scale Factor = Combined Factor EZ6535!SPC NC - 0.99998536 x 0.99991787 = 0.99990323 EZ6535!UTM 17 - 0.99998536 x 1.00011307 = 1.00009843 EZ6535 EZ6535 SUPERSEDED SURVEY CONTROL EZ6535 EZ6535 NGVD 29 (12/28/92) 126.0 (m) 413. (f) VERT ANG EZ6535 EZ6535.Superseded values are not recommended for survey control. EZ6535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6535.See file dsdata.txt to determine how the superseded data were derived. EZ6535 EZ6535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0404763852(NAD 83) EZ6535_MARKER: DH = HORIZONTAL CONTROL DISK EZ6535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6535_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6535_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6535+STABILITY: SURFACE MOTION EZ6535 EZ6535 HISTORY - Date Condition Report By EZ6535 HISTORY - 1984 MONUMENTED NCGS EZ6535 EZ6535 STATION DESCRIPTION EZ6535 EZ6535'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6535'THE STATION IS LOCATED ABOUT 3.9 KM (2.4 MI) EAST OF CARY AND 9.3 KM EZ6535'(5.8 MI) WEST OF RALEIGH. EZ6535' EZ6535'TO REACH THE STATION FROM THE I 40 UNDERPASS OF NC 54, GO NORTH FOR EZ6535'0.6 KM (0.4 MI) ON I 40 WESTBOUND TO THE STATION ON THE RIGHT, IN EZ6535'LINE WITH LARGE ROAD SIGN POSTS. EZ6535' EZ6535'THE STATION IS A STANDARD NCGS DISK STAMPED---BASHFORD 1984---, EZ6535'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6535'25 CM IN DIAMETER RECESSED 15 CM BELOW GROUND. LOCATED EZ6535'9.8 METERS (32.0 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE EZ6535'HIGHWAY, EZ6535'6.4 METERS (20.8 FT) EAST-SOUTHEAST OF THE + IN--220+00--STATION EZ6535'NUMBER IN THE EDGE OF THE PAVEMENT, EZ6535'6.8 METERS (22.2 FT) WEST-NORTHWEST OF THE WEST POST OF A SIGN--AND EZ6535'8.7 METERS (28.5 FT) SOUTH-SOUTHWEST OF A REFLECTOR POST, AND EZ6535'21.6 METERS (70.8 FT) SOUTH-SOUTHWEST OF A REFLECTOR POST--BOTH EZ6535'WITH REFERENCE TAGS. EZ6535' EZ6535'STATION IS LEVEL WITH HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5455 *********************************************************************** EZ5455 DESIGNATION - BASS EZ5455 PID - EZ5455 EZ5455 STATE/COUNTY- NC/WAKE EZ5455 USGS QUAD - GREEN LEVEL (1993) EZ5455 EZ5455 *CURRENT SURVEY CONTROL EZ5455 ___________________________________________________________________ EZ5455* NAD 83(1986)- 35 51 19.21834(N) 078 53 41.77787(W) ADJUSTED EZ5455* NAVD 88 - 79.9 (meters) 262. (feet) VERTCON EZ5455 ___________________________________________________________________ EZ5455 LAPLACE CORR- -5.74 (seconds) DEFLEC99 EZ5455 GEOID HEIGHT- -31.72 (meters) GEOID03 EZ5455 EZ5455 HORZ ORDER - SECOND EZ5455 EZ5455.The North Carolina HARNS have been completed but, EZ5455.due to contractual restrictions, coordinates for these stations EZ5455.will NOT be published in the near future. In the interim, the EZ5455.published coordinates in North Carolina will not be EZ5455.consistent with the Continuously Operating Reference Stations EZ5455.(CORS). The HARN coordinates for these stations are available EZ5455.upon request. Contact Gary Thompson(919-733-3836). EZ5455. EZ5455.In addition, the published North Carolina positions EZ5455.(NAD 83 (1986)) are NOT consistent with those determined in EZ5455.adjacent state readjustments. The discontinuity between stations EZ5455.located in North Carolina and those in adjacent states EZ5455.which have been adjusted to the HARN may be as much as 5 EZ5455.decimeters. This will result in a significant loss of accuracy EZ5455.over lines crossing such state borders. EZ5455 EZ5455 EZ5455.The horizontal coordinates were established by classical geodetic methods EZ5455.and adjusted by the National Geodetic Survey in July 1986. EZ5455 EZ5455.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5455 EZ5455.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5455 EZ5455.The geoid height was determined by GEOID03. EZ5455 EZ5455; North East Units Scale Factor Converg. EZ5455;SPC NC - 233,555.351 619,090.555 MT 0.99992797 +0 03 38.3 EZ5455;SPC NC - 766,256.18 2,031,132.93 sFT 0.99992797 +0 03 38.3 EZ5455;UTM 17 - 3,969,949.427 690,083.637 MT 1.00004524 +1 14 00.2 EZ5455 EZ5455! - Elev Factor x Scale Factor = Combined Factor EZ5455!SPC NC - 0.99999243 x 0.99992797 = 0.99992040 EZ5455!UTM 17 - 0.99999243 x 1.00004524 = 1.00003767 EZ5455 EZ5455: Primary Azimuth Mark Grid Az EZ5455:SPC NC - BRICK 009 08 57.7 EZ5455:UTM 17 - BRICK 007 58 35.8 EZ5455 EZ5455|---------------------------------------------------------------------| EZ5455| PID Reference Object Distance Geod. Az | EZ5455| dddmmss.s | EZ5455| EZ5456 BRICK APPROX. 1.5 KM 0091236.0 | EZ5455| EZ5459 DELTA 436.812 METERS 1734001.2 | EZ5455|---------------------------------------------------------------------| EZ5455 EZ5455 SUPERSEDED SURVEY CONTROL EZ5455 EZ5455 NAD 27 - 35 51 18.69041(N) 078 53 42.75612(W) AD( ) 2 EZ5455 NGVD 29 (07/19/86) 80.2 (m) 263. (f) VERT ANG EZ5455 EZ5455.Superseded values are not recommended for survey control. EZ5455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5455.See file dsdata.txt to determine how the superseded data were derived. EZ5455 EZ5455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9008469949(NAD 83) EZ5455_MARKER: DE = TRAVERSE STATION DISK EZ5455_SETTING: 0 = UNSPECIFIED SETTING EZ5455_STAMPING: BASS 1961 EZ5455_MARK LOGO: NCGS EZ5455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ5455 EZ5455 HISTORY - Date Condition Report By EZ5455 HISTORY - 1961 MONUMENTED NCGS EZ5455 EZ5455 STATION DESCRIPTION EZ5455 EZ5455'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ5455'BASS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ5455'VICINITY OF DURHAM, NORTH CAROLINA. EZ5455' EZ5455'BASS IS LOCATED APPROXIMATELY 2.8 MILES NNW OF CARPENTER, EZ5455'N. C. AND 4.5 MILES NNW OF MORRISVILLE, NORTH CAROLINA. TO REACH EZ5455'STATION PROCEED FROM THE INTERSECTION OF NC 54 AND NC 55 SOUTH EZ5455'ON NC 55 FOR 3.20 MILES TO STATION. THE STATION IS LOCATED ON EZ5455'THE WEST SHOULDER OF NC 55. ABOUT 90 FT NORTH OF DRIVEWAY ON EZ5455'EAST SIDE OF NC 55 LEADING TO BRICK RESIDENCE. EZ5455' EZ5455'STATION MARK IS A PRECAST MONUMENT WITH A N. C. BRASS TRAVERSE EZ5455'DISK, STAMPED BASS 1961, WHICH IS 1 INCH BELOW THE SURFACE OF EZ5455'THE GROUND. EZ5455' EZ5455'MARK IS EZ5455' EZ5455'25.0 FT WNW OF C/L OF NC 55 EZ5455' EZ5455'91.5 FT N OF C/L OF DRIVEWAY EZ5455' EZ5455'40.9 FT NE OF 10 INCH OAK TREE WITH ALUMINUM REF. TAG EZ5455' EZ5455'28.2 FT ESE OF 8 INCH HICKORY TREE WITH ALUMINUM REF. TAG 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5680 *********************************************************************** EZ5680 DESIGNATION - BATCHELOR EZ5680 PID - EZ5680 EZ5680 STATE/COUNTY- NC/WAKE EZ5680 USGS QUAD - KNIGHTDALE (1993) EZ5680 EZ5680 *CURRENT SURVEY CONTROL EZ5680 ___________________________________________________________________ EZ5680* NAD 83(1986)- 35 48 08.00789(N) 078 23 49.09369(W) ADJUSTED EZ5680* NAVD 88 - 98.1 (meters) 322. (feet) VERTCON EZ5680 ___________________________________________________________________ EZ5680 LAPLACE CORR- -5.20 (seconds) DEFLEC99 EZ5680 GEOID HEIGHT- -33.85 (meters) GEOID03 EZ5680 EZ5680 HORZ ORDER - SECOND EZ5680 EZ5680.The North Carolina HARNS have been completed but, EZ5680.due to contractual restrictions, coordinates for these stations EZ5680.will NOT be published in the near future. In the interim, the EZ5680.published coordinates in North Carolina will not be EZ5680.consistent with the Continuously Operating Reference Stations EZ5680.(CORS). The HARN coordinates for these stations are available EZ5680.upon request. Contact Gary Thompson(919-733-3836). EZ5680. EZ5680.In addition, the published North Carolina positions EZ5680.(NAD 83 (1986)) are NOT consistent with those determined in EZ5680.adjacent state readjustments. The discontinuity between stations EZ5680.located in North Carolina and those in adjacent states EZ5680.which have been adjusted to the HARN may be as much as 5 EZ5680.decimeters. This will result in a significant loss of accuracy EZ5680.over lines crossing such state borders. EZ5680 EZ5680 EZ5680.The horizontal coordinates were established by classical geodetic methods EZ5680.and adjusted by the National Geodetic Survey in January 1990. EZ5680 EZ5680.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5680 EZ5680.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5680 EZ5680.The geoid height was determined by GEOID03. EZ5680 EZ5680; North East Units Scale Factor Converg. EZ5680;SPC NC - 227,823.013 664,103.251 MT 0.99991864 +0 20 53.0 EZ5680;SPC NC - 747,449.34 2,178,812.08 sFT 0.99991864 +0 20 53.0 EZ5680;UTM 17 - 3,965,139.511 735,214.996 MT 1.00028180 +1 31 24.4 EZ5680 EZ5680! - Elev Factor x Scale Factor = Combined Factor EZ5680!SPC NC - 0.99998992 x 0.99991864 = 0.99990856 EZ5680!UTM 17 - 0.99998992 x 1.00028180 = 1.00027172 EZ5680 EZ5680: Primary Azimuth Mark Grid Az EZ5680:SPC NC - LAMP 108 16 53.5 EZ5680:UTM 17 - LAMP 107 06 22.1 EZ5680 EZ5680|---------------------------------------------------------------------| EZ5680| PID Reference Object Distance Geod. Az | EZ5680| dddmmss.s | EZ5680| EZ5694 LAMP APPROX. 0.5 KM 1083746.5 | EZ5680|---------------------------------------------------------------------| EZ5680 EZ5680 SUPERSEDED SURVEY CONTROL EZ5680 EZ5680 NGVD 29 (01/12/90) 98.4 (m) 323. (f) VERT ANG EZ5680 EZ5680.Superseded values are not recommended for survey control. EZ5680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5680.See file dsdata.txt to determine how the superseded data were derived. EZ5680 EZ5680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3521565140(NAD 83) EZ5680_MARKER: DE = TRAVERSE STATION DISK EZ5680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5680_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5680+STABILITY: SURFACE MOTION EZ5680 EZ5680 HISTORY - Date Condition Report By EZ5680 HISTORY - 1980 MONUMENTED NCGS EZ5680 HISTORY - 1987 GOOD USPSQD EZ5680 HISTORY - 20050415 MARK NOT FOUND USPSQD EZ5680 EZ5680 STATION DESCRIPTION EZ5680 EZ5680'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EZ5680'THE STATION IS LOCATED APPROXIMATELY 1.9 MILES NORTHWEST OF WENDELL EZ5680'AND 4.8 MILES EAST OF KNIGHTDALE. EZ5680' EZ5680'TO REACH THE STATION FROM THE INTERSECTION OF US 64 BUSINESS WITH NC EZ5680'97 AT HEPHZIBAH CHURCH, PROCEED EAST ALONG US 64 BUSINESS FOR 0.25 EZ5680'MILE TO STATION ON THE LEFT, ON THE PROJECTION OF THE WEST SIDE OF EZ5680'R.E. BATCHELORS BRICK HOUSE. EZ5680' EZ5680'STATION MARK IS A STANDARD DISK STAMPED---BATCHELOR 1980---SET IN TOP EZ5680'OF A 10 INCH CONCRETE CYLINDER 1 INCH BELOW GROUND SURFACE. THE MARK EZ5680'IS 35.0 FEET NORTH-NORTHEAST OF THE CENTERLINE OF US 64 BUSINESS, 71.0 EZ5680'FEET WEST OF 15 INCH PINE WITH REFERENCE TAG, 84.0 FEET NORTHEAST OF EZ5680'POWER POLE WITH REFERENCE TAG, 177.0 FEET EAST OF FIRE HYDRANT, AND EZ5680'21.5 FEET EAST-NORTHEAST OF--SIGNAL AHEAD--SIGN POST. EZ5680 EZ5680 STATION RECOVERY (1987) EZ5680 EZ5680'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ5680'RECOVERED IN GOOD CONDITION. EZ5680 EZ5680 STATION RECOVERY (2005) EZ5680 EZ5680'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ5680'MARK NOT FOUND 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0924 *********************************************************************** EZ0924 DESIGNATION - BECKANA EZ0924 PID - EZ0924 EZ0924 STATE/COUNTY- NC/WAKE EZ0924 USGS QUAD - RALEIGH WEST (1988) EZ0924 EZ0924 *CURRENT SURVEY CONTROL EZ0924 ___________________________________________________________________ EZ0924* NAD 83(1986)- 35 50 07.98484(N) 078 40 08.80749(W) ADJUSTED EZ0924* NAVD 88 - 79.489 (meters) 260.79 (feet) ADJUSTED EZ0924 ___________________________________________________________________ EZ0924 LAPLACE CORR- -6.87 (seconds) DEFLEC99 EZ0924 GEOID HEIGHT- -32.65 (meters) GEOID03 EZ0924 DYNAMIC HT - 79.422 (meters) 260.57 (feet) COMP EZ0924 MODELED GRAV- 979,789.3 (mgal) NAVD 88 EZ0924 EZ0924 HORZ ORDER - SECOND EZ0924 VERT ORDER - SECOND CLASS 0 EZ0924 EZ0924.The North Carolina HARNS have been completed but, EZ0924.due to contractual restrictions, coordinates for these stations EZ0924.will NOT be published in the near future. In the interim, the EZ0924.published coordinates in North Carolina will not be EZ0924.consistent with the Continuously Operating Reference Stations EZ0924.(CORS). The HARN coordinates for these stations are available EZ0924.upon request. Contact Gary Thompson(919-733-3836). EZ0924. EZ0924.In addition, the published North Carolina positions EZ0924.(NAD 83 (1986)) are NOT consistent with those determined in EZ0924.adjacent state readjustments. The discontinuity between stations EZ0924.located in North Carolina and those in adjacent states EZ0924.which have been adjusted to the HARN may be as much as 5 EZ0924.decimeters. This will result in a significant loss of accuracy EZ0924.over lines crossing such state borders. EZ0924 EZ0924 EZ0924.The horizontal coordinates were established by classical geodetic methods EZ0924.and adjusted by the National Geodetic Survey in July 1986. EZ0924 EZ0924.The orthometric height was determined by differential leveling EZ0924.and adjusted by the National Geodetic Survey in June 1991. EZ0924 EZ0924.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0924 EZ0924.The geoid height was determined by GEOID03. EZ0924 EZ0924.The dynamic height is computed by dividing the NAVD 88 EZ0924.geopotential number by the normal gravity value computed on the EZ0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0924.degrees latitude (g = 980.6199 gals.). EZ0924 EZ0924.The modeled gravity was interpolated from observed gravity values. EZ0924 EZ0924; North East Units Scale Factor Converg. EZ0924;SPC NC - 231,404.814 639,494.695 MT 0.99992439 +0 11 27.5 EZ0924;SPC NC - 759,200.63 2,098,075.51 sFT 0.99992439 +0 11 27.5 EZ0924;UTM 17 - 3,968,216.914 710,530.989 MT 1.00014620 +1 21 54.5 EZ0924 EZ0924! - Elev Factor x Scale Factor = Combined Factor EZ0924!SPC NC - 0.99999265 x 0.99992439 = 0.99991704 EZ0924!UTM 17 - 0.99999265 x 1.00014620 = 1.00013885 EZ0924 EZ0924: Primary Azimuth Mark Grid Az EZ0924:SPC NC - CREEK 072 54 24.5 EZ0924:UTM 17 - CREEK 071 43 57.5 EZ0924 EZ0924|---------------------------------------------------------------------| EZ0924| PID Reference Object Distance Geod. Az | EZ0924| dddmmss.s | EZ0924| EZ0923 CREEK APPROX. 0.6 KM 0730552.0 | EZ0924|---------------------------------------------------------------------| EZ0924 EZ0924 SUPERSEDED SURVEY CONTROL EZ0924 EZ0924 NAD 27 - 35 50 07.44680(N) 078 40 09.79200(W) AD( ) 2 EZ0924 NGVD 29 (??/??/92) 79.764 (m) 261.69 (f) ADJ UNCH 2 0 EZ0924 EZ0924.Superseded values are not recommended for survey control. EZ0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0924.See file dsdata.txt to determine how the superseded data were derived. EZ0924 EZ0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1053168217(NAD 83) EZ0924_MARKER: DE = TRAVERSE STATION DISK EZ0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0924_SP_SET: CONCRETE POST EZ0924_STAMPING: BECKANA 1965 EZ0924_MARK LOGO: NCGS EZ0924_MAGNETIC: N = NO MAGNETIC MATERIAL EZ0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0924+STABILITY: SURFACE MOTION EZ0924 EZ0924 HISTORY - Date Condition Report By EZ0924 HISTORY - 1965 MONUMENTED NCGS EZ0924 HISTORY - 1973 GOOD NCGS EZ0924 HISTORY - 1973 GOOD NCGS EZ0924 HISTORY - 1980 GOOD LOCENG EZ0924 HISTORY - 1983 GOOD NCGS EZ0924 HISTORY - 1983 GOOD NCGS EZ0924 HISTORY - 19860615 GOOD NCGS EZ0924 EZ0924 STATION DESCRIPTION EZ0924 EZ0924'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ0924'BECKANA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ0924'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ0924' EZ0924'BECKANA IS 4.2 MILES NNW OF RALEIGH. LOCATED 0.45 MILES EZ0924'W ALONG U.S. 1 (BYPASS) FROM BRIDGE OVER CRABTREE CREEK. 0.3 EZ0924'MILES SE ALONG U.S. 70 FROM BRIDGE OVER CRABTREE CREEK. AND EZ0924'AT THE N END OF THE BRIDGE IN THE MEDIAN. EZ0924' EZ0924'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0924'BECKANA 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ0924'OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ0924' EZ0924'MARK IS EZ0924' EZ0924'18.4 FT SE OF C/L OF W BOUND LANE EZ0924' EZ0924'2.8 FT W OF BRIDGE CURB EZ0924' EZ0924'25.1 FT N OF INSIDE BRIDGE ABUTMENT ON E BOUND LANE EZ0924' EZ0924'5.5 FT SE OF YELLOW ARROW PAINTED ON BRIDGE EZ0924' EZ0924'4.7 FT SE OF YELLOW ARROW PAINTED ON W BOUND LANE OF BYPASS EZ0924' EZ0924'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ0924 EZ0924 STATION RECOVERY (1973) EZ0924 EZ0924'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EZ0924'GOOD. EZ0924 EZ0924 STATION RECOVERY (1973) EZ0924 EZ0924'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0924'4.2 MI NNW FROM RALEIGH. EZ0924'STATION IS LOCATED AT THE U.S. 1 - U.S. 64 BYPASS (BELTLINE) EZ0924'BRIDGES OVER U.S. 70, AT THE SE CORNER OF WEST BOUND LANE BRIDGE EZ0924'OF U.S. 1 - U.S. 64, 18.4 FT S OF C/L OF WEST BOUND LANE, 04.3 EZ0924'FT SE OF CENTER OF EAST END OF SOUTH RAIL OF BRIDGE ON WEST EZ0924'BOUND LANE, 03.3 FT W OF CENTER OF END OF CURB, AND 08.8 FT W OF EZ0924'REFLECTOR POST WITH ALUMINUM REF. TAG. DISK IS SET FLUSH WITH EZ0924'THE GROUND. EZ0924 EZ0924 STATION RECOVERY (1980) EZ0924 EZ0924'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (JRS) EZ0924'THE STATION WAS RECOVERED IN GOOD CONDITION. EZ0924 EZ0924 STATION RECOVERY (1983) EZ0924 EZ0924'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG) EZ0924'THE STATION WAS RECOVERED AT THIS DATE. EZ0924'THE STATION WAS FOUND IN GOOD CONDITION AS DESCRIBED. EZ0924' EZ0924'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK. EZ0924 EZ0924 STATION RECOVERY (1983) EZ0924 EZ0924'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 EZ0924'RECOVERED IN GOOD CONDITION. EZ0924 EZ0924 STATION RECOVERY (1986) EZ0924 EZ0924'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ0924'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5031 *********************************************************************** EZ5031 DESIGNATION - BEEJAY EZ5031 PID - EZ5031 EZ5031 STATE/COUNTY- NC/WAKE EZ5031 USGS QUAD - WAKE FOREST (1987) EZ5031 EZ5031 *CURRENT SURVEY CONTROL EZ5031 ___________________________________________________________________ EZ5031* NAD 83(1986)- 35 58 46.65477(N) 078 32 07.12366(W) ADJUSTED EZ5031* NAVD 88 - 115.3 (meters) 378. (feet) VERTCON EZ5031 ___________________________________________________________________ EZ5031 LAPLACE CORR- -7.08 (seconds) DEFLEC99 EZ5031 GEOID HEIGHT- -32.81 (meters) GEOID03 EZ5031 EZ5031 HORZ ORDER - SECOND EZ5031 EZ5031.The North Carolina HARNS have been completed but, EZ5031.due to contractual restrictions, coordinates for these stations EZ5031.will NOT be published in the near future. In the interim, the EZ5031.published coordinates in North Carolina will not be EZ5031.consistent with the Continuously Operating Reference Stations EZ5031.(CORS). The HARN coordinates for these stations are available EZ5031.upon request. Contact Gary Thompson(919-733-3836). EZ5031. EZ5031.In addition, the published North Carolina positions EZ5031.(NAD 83 (1986)) are NOT consistent with those determined in EZ5031.adjacent state readjustments. The discontinuity between stations EZ5031.located in North Carolina and those in adjacent states EZ5031.which have been adjusted to the HARN may be as much as 5 EZ5031.decimeters. This will result in a significant loss of accuracy EZ5031.over lines crossing such state borders. EZ5031 EZ5031 EZ5031.The horizontal coordinates were established by classical geodetic methods EZ5031.and adjusted by the National Geodetic Survey in March 1998. EZ5031 EZ5031.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5031 EZ5031.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5031 EZ5031.The geoid height was determined by GEOID03. EZ5031 EZ5031; North East Units Scale Factor Converg. EZ5031;SPC NC - 247,438.259 651,507.851 MT 0.99995316 +0 16 05.5 EZ5031;SPC NC - 811,803.69 2,137,488.67 sFT 0.99995316 +0 16 05.5 EZ5031;UTM 17 - 3,984,497.674 722,214.989 MT 1.00020849 +1 26 54.9 EZ5031 EZ5031! - Elev Factor x Scale Factor = Combined Factor EZ5031!SPC NC - 0.99998705 x 0.99995316 = 0.99994021 EZ5031!UTM 17 - 0.99998705 x 1.00020849 = 1.00019554 EZ5031 EZ5031: Primary Azimuth Mark Grid Az EZ5031:SPC NC - SCOVILL 338 20 01.3 EZ5031:UTM 17 - SCOVILL 337 09 11.9 EZ5031 EZ5031|---------------------------------------------------------------------| EZ5031| PID Reference Object Distance Geod. Az | EZ5031| dddmmss.s | EZ5031| EZ5030 OAKWOOD 228.744 METERS 08122 | EZ5031| EZ0820 BRIDGE 365.282 METERS 26357 | EZ5031| EZ5018 SCOVILL APPROX. 0.6 KM 3383606.8 | EZ5031|---------------------------------------------------------------------| EZ5031 EZ5031 SUPERSEDED SURVEY CONTROL EZ5031 EZ5031 NAD 83(1986)- 35 58 46.65408(N) 078 32 07.12293(W) AD( ) 2 EZ5031 NAD 27 - 35 58 46.11250(N) 078 32 08.12258(W) AD( ) 2 EZ5031 NGVD 29 (07/19/86) 115.6 (m) 379. (f) VERT ANG EZ5031 EZ5031.Superseded values are not recommended for survey control. EZ5031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5031.See file dsdata.txt to determine how the superseded data were derived. EZ5031 EZ5031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2221584498(NAD 83) EZ5031_MARKER: DE = TRAVERSE STATION DISK EZ5031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5031_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5031_STAMPING: BEEJAY 1978 EZ5031_MARK LOGO: NCGS EZ5031_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ5031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5031+STABILITY: SURFACE MOTION EZ5031 EZ5031 HISTORY - Date Condition Report By EZ5031 HISTORY - 1978 MONUMENTED NCGS EZ5031 HISTORY - 19850101 GOOD NCGS EZ5031 HISTORY - 1987 GOOD USPSQD EZ5031 HISTORY - 1987 GOOD USPSQD EZ5031 EZ5031 STATION DESCRIPTION EZ5031 EZ5031'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ5031'THE STATION IS LOCATED IN THE WEST EDGE OF WAKE FOREST. EZ5031' EZ5031'TO REACH THE STATION FROM THE NC 98 UNDERPASS OF US 1, ON THE WEST EZ5031'SIDE OF WAKE FOREST, PROCEED EASTERLY ALONG NC 98 FOR 0.25 MILE TO EZ5031'DRIVEWAY TO B. J. POWELLS TWO STORY WHITE STUCCO HOUSE AND STATION ON EZ5031'THE RIGHT IN NORTHWEST CORNER OF YARD, ON PROLONGATION OF AND ACROSS EZ5031'HIGHWAY FROM WEST SIDE OF HARDINGS GREEN ALUMINUM SIDING HOUSE. EZ5031' EZ5031'STATION MARK IS A STANDARD DISK STAMPED---BEEJAY 1978---, SET IN THE EZ5031'TOP OF A CONCRETE CYLINDER, WHICH IS ONE INCH BELOW THE GROUND SURFACE EZ5031'. THE MARK IS 30.8 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF NC 98, EZ5031'8.0 FEET EAST OF THE CENTERLINE OF POWELL DRIVEWAY, 34.5 FEET NORTH OF EZ5031'16 INCH WHITE PINE, 133.6 FEET WEST OF POWER POLE 19 WITH REFERENCE EZ5031'TAG AND 26.2 FEET EAST OF PROPERTY IRON. EZ5031 EZ5031 STATION RECOVERY (1985) EZ5031 EZ5031'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ5031'RECOVERED AS DESCRIBED. ADDITIONAL REFERENCES FOLLOW. MARK IS LOCATED EZ5031'10.8 M (35.4 FT) NORTH OF A 21-INCH WHITE OAK, AND 6.2 M (20.3 FT) EZ5031'EAST-NORTHEAST OF A 3-INCH DOGWOOD. MARK IS ABOUT LEVEL WITH THE EZ5031'HIGHWAY. EZ5031 EZ5031 STATION RECOVERY (1987) EZ5031 EZ5031'RECOVERY NOTE BY US POWER SQUADRON 1987 (SM) EZ5031'RECOVERED IN GOOD CONDITION. EZ5031 EZ5031 STATION RECOVERY (1987) EZ5031 EZ5031'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS) EZ5031'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5449 *********************************************************************** EZ5449 DESIGNATION - BELINDA EZ5449 PID - EZ5449 EZ5449 STATE/COUNTY- NC/WAKE EZ5449 USGS QUAD - CARY (1993) EZ5449 EZ5449 *CURRENT SURVEY CONTROL EZ5449 ___________________________________________________________________ EZ5449* NAD 83(1986)- 35 51 52.64383(N) 078 47 54.67604(W) ADJUSTED EZ5449* NAVD 88 - 120.13 (+/-2cm) 394.1 (feet) VERTCON EZ5449 ___________________________________________________________________ EZ5449 LAPLACE CORR- -5.91 (seconds) DEFLEC99 EZ5449 GEOID HEIGHT- -32.04 (meters) GEOID03 EZ5449 EZ5449 HORZ ORDER - SECOND EZ5449 VERT ORDER - THIRD ? (See Below) EZ5449 EZ5449.This mark is at Durham Intl-Raleigh Airport (RDU) EZ5449 EZ5449.The North Carolina HARNS have been completed but, EZ5449.due to contractual restrictions, coordinates for these stations EZ5449.will NOT be published in the near future. In the interim, the EZ5449.published coordinates in North Carolina will not be EZ5449.consistent with the Continuously Operating Reference Stations EZ5449.(CORS). The HARN coordinates for these stations are available EZ5449.upon request. Contact Gary Thompson(919-733-3836). EZ5449. EZ5449.In addition, the published North Carolina positions EZ5449.(NAD 83 (1986)) are NOT consistent with those determined in EZ5449.adjacent state readjustments. The discontinuity between stations EZ5449.located in North Carolina and those in adjacent states EZ5449.which have been adjusted to the HARN may be as much as 5 EZ5449.decimeters. This will result in a significant loss of accuracy EZ5449.over lines crossing such state borders. EZ5449 EZ5449 EZ5449.The horizontal coordinates were established by classical geodetic methods EZ5449.and adjusted by the National Geodetic Survey in July 1986. EZ5449 EZ5449.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5449.The vertical order pertains to the NGVD 29 superseded value. EZ5449 EZ5449.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5449 EZ5449.The geoid height was determined by GEOID03. EZ5449 EZ5449; North East Units Scale Factor Converg. EZ5449;SPC NC - 234,598.936 627,797.004 MT 0.99992969 +0 06 58.6 EZ5449;SPC NC - 769,680.01 2,059,697.34 sFT 0.99992969 +0 06 58.6 EZ5449;UTM 17 - 3,971,171.243 698,768.081 MT 1.00008686 +1 17 24.7 EZ5449 EZ5449! - Elev Factor x Scale Factor = Combined Factor EZ5449!SPC NC - 0.99998618 x 0.99992969 = 0.99991587 EZ5449!UTM 17 - 0.99998618 x 1.00008686 = 1.00007303 EZ5449 EZ5449 SUPERSEDED SURVEY CONTROL EZ5449 EZ5449 NAD 27 - 35 51 52.11808(N) 078 47 55.65554(W) AD( ) 2 EZ5449 NGVD 29 (07/19/86) 120.38 (m) 394.9 (f) LEVELING 3 EZ5449 EZ5449.Superseded values are not recommended for survey control. EZ5449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5449.See file dsdata.txt to determine how the superseded data were derived. EZ5449 EZ5449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9876871171(NAD 83) EZ5449_MARKER: DE = TRAVERSE STATION DISK EZ5449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5449_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5449_STAMPING: BELINDA 1973 EZ5449_MARK LOGO: NCGS EZ5449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5449+STABILITY: SURFACE MOTION EZ5449 EZ5449 HISTORY - Date Condition Report By EZ5449 HISTORY - 1973 MONUMENTED LOCENG EZ5449 HISTORY - 1975 MARK NOT FOUND NCGS EZ5449 EZ5449 STATION DESCRIPTION EZ5449 EZ5449'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1973 (LWA) EZ5449'BELINDA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ5449'THE VICINITY OF MORRISVILLE, NORTH CAROLINA. EZ5449' EZ5449'BELINDA IS LOCATED APPROXIMATELY 3.3 MILES NNE OF MORRISVILLE, AND EZ5449'10.8 MILES WNW OF RALEIGH. TO REACH STATION FROM EAST SIDE OF MOTOR EZ5449'VEHICLE SHOP AT RDU AIRPORT, PROCEED SW ALONG SW AIRCRAFT TAXIWAY EZ5449'FOR 0.75 MILES TO END, BEAR LEFT BETWEEN BLUE TAXIWAY LIGHTS AND GO EZ5449'TO EDGE OF BANK, STATION IS ON LEFT, APPROXIMATELY 300 FEET WSW EZ5449'OF SW RUNWAY END. EZ5449' EZ5449'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BELINDA EZ5449'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2 EZ5449'INCHES BELOW THE SURFACE OF THE GROUND. EZ5449' EZ5449'MARK IS EZ5449'129.2 FEET WSW OF S EDGE OF RUNUP PAD (IN YELLOW ARROW POINTING TO EZ5449'STATION). EZ5449'30.8 FEET WSW OF CENTER OF METAL DRAIN COVER. EZ5449'226.4 FEET NW OF WESTMOST ALS AMBER APPROACH LIGHTS (TEN IN LINE EZ5449'E-W). EZ5449'7.4 FEET NE OF EDGE OF BANK. EZ5449'129.3 FEET SW OF 1ST TAXIWAY LITE (BLUE). EZ5449 EZ5449 STATION RECOVERY (1975) EZ5449 EZ5449'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 (DT) EZ5449'BELINDA 1973 DESTROYED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2529 *********************************************************************** EZ2529 DESIGNATION - BELLS EZ2529 PID - EZ2529 EZ2529 STATE/COUNTY- NC/WAKE EZ2529 USGS QUAD - RALEIGH WEST (1988) EZ2529 EZ2529 *CURRENT SURVEY CONTROL EZ2529 ___________________________________________________________________ EZ2529* NAD 83(1986)- 35 47 55.06433(N) 078 38 21.18473(W) ADJUSTED EZ2529* NAVD 88 - 82.655 (meters) 271.18 (feet) ADJUSTED EZ2529 ___________________________________________________________________ EZ2529 LAPLACE CORR- -7.49 (seconds) DEFLEC99 EZ2529 GEOID HEIGHT- -32.86 (meters) GEOID03 EZ2529 DYNAMIC HT - 82.584 (meters) 270.94 (feet) COMP EZ2529 MODELED GRAV- 979,774.6 (mgal) NAVD 88 EZ2529 EZ2529 HORZ ORDER - SECOND EZ2529 VERT ORDER - SECOND CLASS II EZ2529 EZ2529.The North Carolina HARNS have been completed but, EZ2529.due to contractual restrictions, coordinates for these stations EZ2529.will NOT be published in the near future. In the interim, the EZ2529.published coordinates in North Carolina will not be EZ2529.consistent with the Continuously Operating Reference Stations EZ2529.(CORS). The HARN coordinates for these stations are available EZ2529.upon request. Contact Gary Thompson(919-733-3836). EZ2529. EZ2529.In addition, the published North Carolina positions EZ2529.(NAD 83 (1986)) are NOT consistent with those determined in EZ2529.adjacent state readjustments. The discontinuity between stations EZ2529.located in North Carolina and those in adjacent states EZ2529.which have been adjusted to the HARN may be as much as 5 EZ2529.decimeters. This will result in a significant loss of accuracy EZ2529.over lines crossing such state borders. EZ2529 EZ2529 EZ2529.The horizontal coordinates were established by classical geodetic methods EZ2529.and adjusted by the National Geodetic Survey in July 1986. EZ2529 EZ2529.The orthometric height was determined by differential leveling EZ2529.and adjusted by the National Geodetic Survey in June 1991. EZ2529 EZ2529.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2529 EZ2529.The geoid height was determined by GEOID03. EZ2529 EZ2529.The dynamic height is computed by dividing the NAVD 88 EZ2529.geopotential number by the normal gravity value computed on the EZ2529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2529.degrees latitude (g = 980.6199 gals.). EZ2529 EZ2529.The modeled gravity was interpolated from observed gravity values. EZ2529 EZ2529; North East Units Scale Factor Converg. EZ2529;SPC NC - 227,317.829 642,210.410 MT 0.99991804 +0 12 29.6 EZ2529;SPC NC - 745,791.91 2,106,985.32 sFT 0.99991804 +0 12 29.6 EZ2529;UTM 17 - 3,964,185.477 713,330.499 MT 1.00016082 +1 22 53.2 EZ2529 EZ2529! - Elev Factor x Scale Factor = Combined Factor EZ2529!SPC NC - 0.99999219 x 0.99991804 = 0.99991023 EZ2529!UTM 17 - 0.99999219 x 1.00016082 = 1.00015300 EZ2529 EZ2529|---------------------------------------------------------------------| EZ2529| PID Reference Object Distance Geod. Az | EZ2529| dddmmss.s | EZ2529| EZ2530 GRAYBAR 377.058 METERS 20940 | EZ2529|---------------------------------------------------------------------| EZ2529 EZ2529 SUPERSEDED SURVEY CONTROL EZ2529 EZ2529 NAD 27 - 35 47 54.52384(N) 078 38 22.17007(W) AD( ) 2 EZ2529 NGVD 29 (??/??/92) 82.934 (m) 272.09 (f) ADJ UNCH 2 2 EZ2529 EZ2529.Superseded values are not recommended for survey control. EZ2529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2529.See file dsdata.txt to determine how the superseded data were derived. EZ2529 EZ2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1333064185(NAD 83) EZ2529_MARKER: DE = TRAVERSE STATION DISK EZ2529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2529_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2529_STAMPING: BELLS 1967 EZ2529_MARK LOGO: NCGS EZ2529_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ2529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2529+STABILITY: SURFACE MOTION EZ2529 EZ2529 HISTORY - Date Condition Report By EZ2529 HISTORY - 1967 MONUMENTED NCGS EZ2529 HISTORY - 1976 GOOD NCGS EZ2529 HISTORY - 1984 GOOD USPSQD EZ2529 HISTORY - 1984 GOOD USPSQD EZ2529 HISTORY - 19871013 GOOD NCGS EZ2529 EZ2529 STATION DESCRIPTION EZ2529 EZ2529'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ2529'BELLS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2529'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ2529' EZ2529'BELLS IS LOCATED APPROXIMATELY 1.3 MILES NORTH OF RALEIGH EZ2529'CAPITOL SQUARE. TO REACH STATION PROCEED FROM CAPITOL SQUARE EZ2529'WEST ONE BLOCK ON HILLSBOROUGH ST., TURN RIGHT ON MC DOWELL EZ2529'ST. AND GO NORTH 1.3 MILE ON MC DOWELL ST. (DOWNTOWN BLVD.), KEEP EZ2529'LEFT ON BOULEVARD AND TAKE FAIRVIEW RD. EXIT TO STATION ON EZ2529'RIGHT AT NORTHEAST CORNER OF BRIDGE OVER S. BOUND LANE OF EZ2529'DOWNTOWN BLVD., 75 FT SOUTHWEST OF BELLS HAMBURGER DRIVE-IN. EZ2529'AND APPROXIMATELY 200 FT SOUTHEAST OF TAR HEEL ELECTRIC SUPPLY EZ2529'CO. WAREHOUSE. EZ2529' EZ2529'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2529'BELLS 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2529'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ2529' EZ2529'MARK IS EZ2529' EZ2529'20.5 FT S OF PP ON E SHOULDER OF FAIRVIEW RD. WITH ALUMINUM EZ2529'REF. TAG EZ2529' EZ2529'40.6 FT W OF PP IN SW CORNER OF BELLS PARKING LOT WITH ALUMINUM EZ2529'REF. TAG EZ2529' EZ2529'20.7 FT N OF BRIDGE ABUTMENT EZ2529' EZ2529'21.5 FT E OF C/L OF FAIRVIEW RD. EZ2529' EZ2529'4.0 FT E OF CURB EZ2529' EZ2529'2.0 FT E OF METAL GUARD RAIL EZ2529 EZ2529 STATION RECOVERY (1976) EZ2529 EZ2529'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2529'1.25 MI N FROM RALEIGH. EZ2529'STATION IS LOCATED ALONG DOWNTOWN BOULEVARD, APPROXIMATELY 1.25 MILES EZ2529'DUE NORTH OF CAPITOL SQUARE, NEAR THE NORTHEAST CORNER OF THE FAIRVIEW EZ2529'ROAD OVERPASS BRIDGE OF THE SOUTH BOUND LANE OF DOWNTOWN BOULEVARD. EZ2529'40.0 FT. W OF POWER POLE IN SOUTHWEST CORNER OF LEITH LINCOLN-MERCURY EZ2529'WITH ALUMINUM REF. TAG, 20.2 FT. N OF BRIDGE ABUTMENT AT NORTHEAST EZ2529'CORNER OF BRIDGE, 21.5 FT. ENE OF CENTERLINE OF FAIRVIEW RD., 4.0 FT. EZ2529'ENE OF CURB, 2.0 FT. ENE OF METAL GUARD RAIL AND 88.5 FT. S OF POWER EZ2529'POLE WITH LIGHT AND ALUMINUM REF. TAG. DISK IS SET IN TOP OF CONCRETE EZ2529'CYLINDER, 1 INCH BELOW THE SURFACE OF THE GROUND. EZ2529 EZ2529 STATION RECOVERY (1984) EZ2529 EZ2529'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGS) EZ2529'BELLS 1967 RECOVERED GOOD. EZ2529' EZ2529'THE FOLLOWING CHANGES SHOULD BE MADE IN THE DESCRIPTION--BELLS EZ2529'HAMBURGER DRIVE-IN IS NOW THE AUTO AUCTION BUILDING JUST S OF LEITH EZ2529'AMC/JEEP DEALER. TARHEEL ELECTRIC SUPPLY CO SHOULD READ CED EZ2529'TARHEEL ELECTRIC DISTRIBUTORS. THE FIRST REFERENCE POINT SHOULD EZ2529'READ--88.3 FEET S OF PP ON E. SHOULDER OF FAIRVIEW RD WITH EZ2529'ALUMINUM REF. TAG. THE SECOND REFERENCE SHOULD READ--40.6 EZ2529'FEET W OF PP IN SW CORNER OF AUTO AUCTION BLDG PARKING LOT. THE REST EZ2529'OF REFERENCES ARE GOOD. EZ2529 EZ2529 STATION RECOVERY (1984) EZ2529 EZ2529'RECOVERY NOTE BY US POWER SQUADRON 1984 EZ2529''BELL'S HAMBURGER DRIVE-IN' IS NOW THE 'AUTO AUCTION BUILDING' JUST EZ2529'SOUTH OF LEITH AMC/JEEP AUTO DEALER. 'TARHEEL ELECTRIC SUPPLY CO' EZ2529'SHOULD READ 'CED TARHEEL ELECTRIC DISTRIBUTORS'. THE FIRST REFERENCE EZ2529'POINT SHOULD READ. 88.3' SOUTH OF PP ON EAST SHOULDER OF FAIRVIEW RD. EZ2529'WITH ALUMINUM REF. TAG. THE SECOND REF. POINT SHOULD BE CHANGED TO EZ2529''AUTO AUCTION PARKING LOT'. THE REST OF THE REFERENCES ARE GOOD. EZ2529 EZ2529 STATION RECOVERY (1987) EZ2529 EZ2529'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ2529'RECOVERED AS DESCRIBED. LOCATED 88.4 FT (26.9 M) SOUTH OF A POWER EZ2529'POLE, AND 40.4 FT (12.3 M) WEST OF A POWER POLE--BOTH WITH TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5060 *********************************************************************** EZ5060 DESIGNATION - BELOTE EZ5060 PID - EZ5060 EZ5060 STATE/COUNTY- NC/WAKE EZ5060 USGS QUAD - RALEIGH EAST (1993) EZ5060 EZ5060 *CURRENT SURVEY CONTROL EZ5060 ___________________________________________________________________ EZ5060* NAD 83(1986)- 35 51 14.35433(N) 078 33 26.18379(W) ADJUSTED EZ5060* NAVD 88 - 100.2 (meters) 329. (feet) VERTCON EZ5060 ___________________________________________________________________ EZ5060 LAPLACE CORR- -8.04 (seconds) DEFLEC99 EZ5060 GEOID HEIGHT- -33.09 (meters) GEOID03 EZ5060 EZ5060 HORZ ORDER - SECOND EZ5060 EZ5060.The North Carolina HARNS have been completed but, EZ5060.due to contractual restrictions, coordinates for these stations EZ5060.will NOT be published in the near future. In the interim, the EZ5060.published coordinates in North Carolina will not be EZ5060.consistent with the Continuously Operating Reference Stations EZ5060.(CORS). The HARN coordinates for these stations are available EZ5060.upon request. Contact Gary Thompson(919-733-3836). EZ5060. EZ5060.In addition, the published North Carolina positions EZ5060.(NAD 83 (1986)) are NOT consistent with those determined in EZ5060.adjacent state readjustments. The discontinuity between stations EZ5060.located in North Carolina and those in adjacent states EZ5060.which have been adjusted to the HARN may be as much as 5 EZ5060.decimeters. This will result in a significant loss of accuracy EZ5060.over lines crossing such state borders. EZ5060 EZ5060 EZ5060.The horizontal coordinates were established by classical geodetic methods EZ5060.and adjusted by the National Geodetic Survey in July 1986. EZ5060 EZ5060.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5060 EZ5060.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5060 EZ5060.The geoid height was determined by GEOID03. EZ5060 EZ5060; North East Units Scale Factor Converg. EZ5060;SPC NC - 233,489.596 649,589.525 MT 0.99992772 +0 15 19.9 EZ5060;SPC NC - 766,040.45 2,131,194.97 sFT 0.99992772 +0 15 19.9 EZ5060;UTM 17 - 3,970,508.826 720,583.425 MT 1.00019960 +1 25 52.8 EZ5060 EZ5060! - Elev Factor x Scale Factor = Combined Factor EZ5060!SPC NC - 0.99998946 x 0.99992772 = 0.99991718 EZ5060!UTM 17 - 0.99998946 x 1.00019960 = 1.00018906 EZ5060 EZ5060: Primary Azimuth Mark Grid Az EZ5060:SPC NC - FISHER 045 12 48.4 EZ5060:UTM 17 - FISHER 044 02 15.5 EZ5060 EZ5060|---------------------------------------------------------------------| EZ5060| PID Reference Object Distance Geod. Az | EZ5060| dddmmss.s | EZ5060| EZ2517 FISHER 485.474 METERS 0452808.3 | EZ5060|---------------------------------------------------------------------| EZ5060 EZ5060 SUPERSEDED SURVEY CONTROL EZ5060 EZ5060 NAD 27 - 35 51 13.81891(N) 078 33 27.17656(W) AD( ) 2 EZ5060 NGVD 29 (07/19/86) 100.5 (m) 330. (f) VERT ANG EZ5060 EZ5060.Superseded values are not recommended for survey control. EZ5060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5060.See file dsdata.txt to determine how the superseded data were derived. EZ5060 EZ5060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2058370509(NAD 83) EZ5060_MARKER: DE = TRAVERSE STATION DISK EZ5060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5060_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5060_STAMPING: BELOTE 1965 EZ5060_MARK LOGO: NCGS EZ5060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5060+STABILITY: SURFACE MOTION EZ5060 EZ5060 HISTORY - Date Condition Report By EZ5060 HISTORY - 1965 MONUMENTED NCGS EZ5060 EZ5060 STATION DESCRIPTION EZ5060 EZ5060'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ5060'BELOTE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5060'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5060' EZ5060'BELOTE IS 6.8 MILES NE OF RALEIGH AND 2.6 MILES E OF EZ5060'MILLBROOK. LOCATED 1.7 MILES NE ALONG U.S. 401 FROM BRIDGE ON EZ5060'U.S. 1 OVER U.S. 401. 1.55 MILES NE OF NEW HOPE BAPTIST EZ5060'CHURCH. 1.25 MILES SW OF SR 2042. 0.2 MILES SW OF SR EZ5060'2213. AND ON NW SIDE OF U.S. 401 ON TOP OF DITCH BANK. EZ5060' EZ5060'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5060'BELOTE 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5060'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5060' EZ5060'MARK IS EZ5060' EZ5060'31.8 FT W OF C/L OF U.S. 401 EZ5060' EZ5060'22.0 FT W OF YELLOW ARROW PAINTED ON U.S. 401 EZ5060' EZ5060'36.2 FT N OF 10 INCH GUM WITH ALUMINUM REF. TAG EZ5060' EZ5060'28.0 FT E OF 2 INCH PINE WITH ALUMINUM REF. TAG EZ5060' EZ5060'138.0 FT S OF 14 INCH PINE WITH ALUMINUM REF. TAG EZ5060' EZ5060'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6537 *********************************************************************** EZ6537 DESIGNATION - BELT EZ6537 PID - EZ6537 EZ6537 STATE/COUNTY- NC/WAKE EZ6537 USGS QUAD - RALEIGH WEST (1988) EZ6537 EZ6537 *CURRENT SURVEY CONTROL EZ6537 ___________________________________________________________________ EZ6537* NAD 83(1986)- 35 48 38.61056(N) 078 41 37.42227(W) ADJUSTED EZ6537* NAVD 88 - 105.6 (meters) 346. (feet) VERTCON EZ6537 ___________________________________________________________________ EZ6537 LAPLACE CORR- -6.90 (seconds) DEFLEC99 EZ6537 GEOID HEIGHT- -32.60 (meters) GEOID03 EZ6537 EZ6537 HORZ ORDER - SECOND EZ6537 EZ6537.The North Carolina HARNS have been completed but, EZ6537.due to contractual restrictions, coordinates for these stations EZ6537.will NOT be published in the near future. In the interim, the EZ6537.published coordinates in North Carolina will not be EZ6537.consistent with the Continuously Operating Reference Stations EZ6537.(CORS). The HARN coordinates for these stations are available EZ6537.upon request. Contact Gary Thompson(919-733-3836). EZ6537. EZ6537.In addition, the published North Carolina positions EZ6537.(NAD 83 (1986)) are NOT consistent with those determined in EZ6537.adjacent state readjustments. The discontinuity between stations EZ6537.located in North Carolina and those in adjacent states EZ6537.which have been adjusted to the HARN may be as much as 5 EZ6537.decimeters. This will result in a significant loss of accuracy EZ6537.over lines crossing such state borders. EZ6537 EZ6537 EZ6537.The horizontal coordinates were established by classical geodetic methods EZ6537.and adjusted by the National Geodetic Survey in December 1992. EZ6537 EZ6537.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6537 EZ6537.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6537 EZ6537.The geoid height was determined by GEOID03. EZ6537 EZ6537; North East Units Scale Factor Converg. EZ6537;SPC NC - 228,643.297 637,279.376 MT 0.99992007 +0 10 36.4 EZ6537;SPC NC - 750,140.55 2,090,807.42 sFT 0.99992007 +0 10 36.4 EZ6537;UTM 17 - 3,965,409.987 708,372.226 MT 1.00013505 +1 20 59.7 EZ6537 EZ6537! - Elev Factor x Scale Factor = Combined Factor EZ6537!SPC NC - 0.99998855 x 0.99992007 = 0.99990862 EZ6537!UTM 17 - 0.99998855 x 1.00013505 = 1.00012360 EZ6537 EZ6537 SUPERSEDED SURVEY CONTROL EZ6537 EZ6537 NGVD 29 (12/28/92) 105.8 (m) 347. (f) VERT ANG EZ6537 EZ6537.Superseded values are not recommended for survey control. EZ6537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6537.See file dsdata.txt to determine how the superseded data were derived. EZ6537 EZ6537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0837265410(NAD 83) EZ6537_MARKER: DH = HORIZONTAL CONTROL DISK EZ6537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6537_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6537_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6537+STABILITY: SURFACE MOTION EZ6537 EZ6537 HISTORY - Date Condition Report By EZ6537 HISTORY - 1984 MONUMENTED NCGS EZ6537 HISTORY - 20050129 MARK NOT FOUND USPSQD EZ6537 EZ6537 STATION DESCRIPTION EZ6537 EZ6537'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6537'THE STATION IS LOCATED ABOUT 5.8 KM (3.6 MI) WEST-NORTHWEST OF THE EZ6537'CAPITOL SQUARE IN RALEIGH. EZ6537' EZ6537'ALONG US 1 AND US 64 BYPASS FOR 0.8 KM (0.5 MI) NORTH FROM THE WADE EZ6537'AVENUE UNDERPASS, ON THE WEST SIDE OF THE HIGHWAY, IN THE FIRST EZ6537'CURVE. EZ6537' EZ6537'THE STATION IS A STANDARD NCGS DISK STAMPED---BELT 1984---, EZ6537'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6537'25 CM IN DIAMETER RECESSED 10 CM BELOW GROUND. LOCATED EZ6537'4.1 METERS (13.5 FT) WEST-NORTHWEST OF THE EDGE OF THE PAVEMENT--AND EZ6537'5.4 METERS (17.6 FT) SOUTHEAST OF A 6-INCH PINE, EZ6537'7.9 METERS (26.0 FT) NORTHEAST OF AN 8-INCH PINE, AND EZ6537'11.3 METERS (37.2 FT) SOUTH OF AN 8-INCH PINE--ALL THREE WITH EZ6537'REFERENCE TAGS. EZ6537' EZ6537'MARK IS LEVEL WITH HIGHWAY. EZ6537 EZ6537 STATION RECOVERY (2005) EZ6537 EZ6537'RECOVERY NOTE BY US POWER SQUADRON 2005 (BL) EZ6537'MARKER NOT FOUND DUE TO HIGHWAY CONSTRUCTION OF BELTINE (I-440) AROUND EZ6537'RALEIGH 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2422 *********************************************************************** EZ2422 DESIGNATION - BENEATH EZ2422 PID - EZ2422 EZ2422 STATE/COUNTY- NC/WAKE EZ2422 USGS QUAD - ZEBULON (1981) EZ2422 EZ2422 *CURRENT SURVEY CONTROL EZ2422 ___________________________________________________________________ EZ2422* NAD 83(1986)- 35 50 07.10697(N) 078 20 36.57457(W) ADJUSTED EZ2422* NAVD 88 - 88.470 (meters) 290.26 (feet) ADJUSTED EZ2422 ___________________________________________________________________ EZ2422 LAPLACE CORR- -4.57 (seconds) DEFLEC99 EZ2422 GEOID HEIGHT- -33.94 (meters) GEOID03 EZ2422 DYNAMIC HT - 88.392 (meters) 290.00 (feet) COMP EZ2422 MODELED GRAV- 979,749.6 (mgal) NAVD 88 EZ2422 EZ2422 HORZ ORDER - SECOND EZ2422 VERT ORDER - SECOND CLASS II EZ2422 EZ2422.The North Carolina HARNS have been completed but, EZ2422.due to contractual restrictions, coordinates for these stations EZ2422.will NOT be published in the near future. In the interim, the EZ2422.published coordinates in North Carolina will not be EZ2422.consistent with the Continuously Operating Reference Stations EZ2422.(CORS). The HARN coordinates for these stations are available EZ2422.upon request. Contact Gary Thompson(919-733-3836). EZ2422. EZ2422.In addition, the published North Carolina positions EZ2422.(NAD 83 (1986)) are NOT consistent with those determined in EZ2422.adjacent state readjustments. The discontinuity between stations EZ2422.located in North Carolina and those in adjacent states EZ2422.which have been adjusted to the HARN may be as much as 5 EZ2422.decimeters. This will result in a significant loss of accuracy EZ2422.over lines crossing such state borders. EZ2422 EZ2422 EZ2422.The horizontal coordinates were established by classical geodetic methods EZ2422.and adjusted by the National Geodetic Survey in July 1986. EZ2422 EZ2422.The orthometric height was determined by differential leveling EZ2422.and adjusted by the National Geodetic Survey in June 1991. EZ2422 EZ2422.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2422 EZ2422.The geoid height was determined by GEOID03. EZ2422 EZ2422.The dynamic height is computed by dividing the NAVD 88 EZ2422.geopotential number by the normal gravity value computed on the EZ2422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2422.degrees latitude (g = 980.6199 gals.). EZ2422 EZ2422.The modeled gravity was interpolated from observed gravity values. EZ2422 EZ2422; North East Units Scale Factor Converg. EZ2422;SPC NC - 231,524.061 668,912.228 MT 0.99992435 +0 22 44.1 EZ2422;SPC NC - 759,591.86 2,194,589.53 sFT 0.99992435 +0 22 44.1 EZ2422;UTM 17 - 3,968,939.919 739,948.756 MT 1.00030952 +1 33 21.7 EZ2422 EZ2422! - Elev Factor x Scale Factor = Combined Factor EZ2422!SPC NC - 0.99999144 x 0.99992435 = 0.99991579 EZ2422!UTM 17 - 0.99999144 x 1.00030952 = 1.00030096 EZ2422 EZ2422: Primary Azimuth Mark Grid Az EZ2422:SPC NC - LITTLE RIVER 241 21 55.2 EZ2422:UTM 17 - LITTLE RIVER 240 11 17.6 EZ2422 EZ2422|---------------------------------------------------------------------| EZ2422| PID Reference Object Distance Geod. Az | EZ2422| dddmmss.s | EZ2422| EZ2424 LITTLE RIVER APPROX. 1.6 KM 2414439.3 | EZ2422|---------------------------------------------------------------------| EZ2422 EZ2422 SUPERSEDED SURVEY CONTROL EZ2422 EZ2422 NAD 27 - 35 50 06.55148(N) 078 20 37.57475(W) AD( ) 2 EZ2422 NGVD 29 (??/??/92) 88.753 (m) 291.18 (f) ADJ UNCH 2 2 EZ2422 EZ2422.Superseded values are not recommended for survey control. EZ2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2422.See file dsdata.txt to determine how the superseded data were derived. EZ2422 EZ2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3994968940(NAD 83) EZ2422_MARKER: DE = TRAVERSE STATION DISK EZ2422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2422_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2422_STAMPING: BENEATH 1976 EZ2422_MAGNETIC: N = NO MAGNETIC MATERIAL EZ2422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2422+STABILITY: SURFACE MOTION EZ2422 EZ2422 HISTORY - Date Condition Report By EZ2422 HISTORY - 1976 MONUMENTED NCGS EZ2422 HISTORY - 1976 GOOD NCGS EZ2422 HISTORY - 1976 GOOD NCGS EZ2422 HISTORY - 1987 GOOD USPSQD EZ2422 EZ2422 STATION DESCRIPTION EZ2422 EZ2422'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2422'BENEATH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2422'IN THE VICINITY OF ZEBULON, NORTH CAROLINA. EZ2422' EZ2422'BENEATH IS LOCATED APPROXIMATELY 1.8 MILES WNW OF ZEBULON AND EZ2422'3.8 MILES NNE OF WENDELL. TO REACH STATION FROM THE U.S. 64 EZ2422'BYPASS UNDERPASS OF NC 96 AT NORTH EDGE OF ZEBULON, PROCEED EZ2422'WESTERLY ALONG U.S. 64 FOR 1.3 MILES TO STATION ON RIGHT, IN EZ2422'SHOULDER OF HIGHWAY, 0.45 MILE WEST OF THE SR 2368 OVERPASS AND EZ2422'0.55 MILE NORTHEAST OF BRIDGE OVER LITTLE RIVER. EZ2422' EZ2422'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2422'BENEATH 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2422'WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND. EZ2422' EZ2422'MARK IS 26.8 FT N OF C/L OF U.S. 64 WEST BOUND LANE EZ2422' EZ2422'73.9 FT S OF FENCE LINE EZ2422' EZ2422'80.4 FT SSE OF FENCE POST WITH ALUMINUM REF. TAG EZ2422' EZ2422'73.5 FT S OF FENCE POST WITH ALUMINUM REF. TAG EZ2422' EZ2422'77.4 FT SSW OF CENTER FENCE BRACE POST WITH ALUMINUM REF. TAG EZ2422' EZ2422'89.5 FT SW OF 6 INCH POPLAR WITH ALUMINUM REF. TAG EZ2422' EZ2422'121.8 FT WSW OF NORTH END OF CONCRETE CULVERT UNDER U.S. 64 WEST EZ2422 EZ2422 STATION RECOVERY (1976) EZ2422 EZ2422'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB) EZ2422'STATION RECOVERED IN GOOD CONDITION. EZ2422 EZ2422 STATION RECOVERY (1976) EZ2422 EZ2422'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2422'1.8 MI WNW FROM ZEBULON. EZ2422'TO REACH STATION FROM THE US 64 BYPASS UNDERPASS OF NC 96 AT NORTH EZ2422'EDGE OF ZEBULON, PROCEED WESTERLY ALONG US 64 FOR 1.3 MILES TO STATION EZ2422'ON RIGHT, IN SHOULDER OF HIGHWAY. 0.45 MILE WEST OF THE SR 2368 EZ2422'OVERPASS AND 0.55 MILE NORTHEAST OF BRIDGE OVER LITTLE RIVER. 26.8 FT. EZ2422'N OF CENTERLINE OF US 64 WEST BOUND LANE, 73.9 FT. S OF FENCE LINE, EZ2422'80.4 FT. SSE OF FENCE POST WITH ALUMINUM REF. TAG, 73.5 FT. S OF FENCE EZ2422'POST WITH ALUMINUM REF. TAG, 77.4 FT. SSW OF CENTER FENCE BRACE POST EZ2422'WITH ALUMINUM REF. TAG, 89.5 FT. SW OF 6 INCH POPLAR WITH ALUMINUM EZ2422'REF. TAG AND 121.8 FT. WSW OF NORTH END OF CONCRETE CULVERT UNDER US EZ2422'64 WEST. DISK IS SET IN TOP OF CONCRETE CYLINDER, THE TOP OF WHICH IS EZ2422'6 INCHES BELOW THE SURFACE OF THE GROUND. EZ2422 EZ2422 STATION RECOVERY (1987) EZ2422 EZ2422'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ2422'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2677 *********************************************************************** EZ2677 DESIGNATION - BENSON EZ2677 PID - EZ2677 EZ2677 STATE/COUNTY- NC/WAKE EZ2677 USGS QUAD - GARNER (1993) EZ2677 EZ2677 *CURRENT SURVEY CONTROL EZ2677 ___________________________________________________________________ EZ2677* NAD 83(1986)- 35 39 45.79532(N) 078 36 41.63168(W) ADJUSTED EZ2677* NAVD 88 - 73.513 (meters) 241.18 (feet) ADJUSTED EZ2677 ___________________________________________________________________ EZ2677 LAPLACE CORR- -7.32 (seconds) DEFLEC99 EZ2677 GEOID HEIGHT- -33.26 (meters) GEOID03 EZ2677 DYNAMIC HT - 73.448 (meters) 240.97 (feet) COMP EZ2677 MODELED GRAV- 979,749.7 (mgal) NAVD 88 EZ2677 EZ2677 HORZ ORDER - SECOND EZ2677 VERT ORDER - SECOND CLASS I EZ2677 EZ2677.The North Carolina HARNS have been completed but, EZ2677.due to contractual restrictions, coordinates for these stations EZ2677.will NOT be published in the near future. In the interim, the EZ2677.published coordinates in North Carolina will not be EZ2677.consistent with the Continuously Operating Reference Stations EZ2677.(CORS). The HARN coordinates for these stations are available EZ2677.upon request. Contact Gary Thompson(919-733-3836). EZ2677. EZ2677.In addition, the published North Carolina positions EZ2677.(NAD 83 (1986)) are NOT consistent with those determined in EZ2677.adjacent state readjustments. The discontinuity between stations EZ2677.located in North Carolina and those in adjacent states EZ2677.which have been adjusted to the HARN may be as much as 5 EZ2677.decimeters. This will result in a significant loss of accuracy EZ2677.over lines crossing such state borders. EZ2677 EZ2677 EZ2677.The horizontal coordinates were established by classical geodetic methods EZ2677.and adjusted by the National Geodetic Survey in December 1990. EZ2677 EZ2677.The orthometric height was determined by differential leveling EZ2677.and adjusted by the National Geodetic Survey in June 1991. EZ2677 EZ2677.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2677 EZ2677.The geoid height was determined by GEOID03. EZ2677 EZ2677.The dynamic height is computed by dividing the NAVD 88 EZ2677.geopotential number by the normal gravity value computed on the EZ2677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2677.degrees latitude (g = 980.6199 gals.). EZ2677 EZ2677.The modeled gravity was interpolated from observed gravity values. EZ2677 EZ2677; North East Units Scale Factor Converg. EZ2677;SPC NC - 212,249.224 644,768.863 MT 0.99989824 +0 13 27.1 EZ2677;SPC NC - 696,354.33 2,115,379.18 sFT 0.99989824 +0 13 27.1 EZ2677;UTM 17 - 3,949,168.391 716,197.119 MT 1.00017602 +1 23 34.9 EZ2677 EZ2677! - Elev Factor x Scale Factor = Combined Factor EZ2677!SPC NC - 0.99999368 x 0.99989824 = 0.99989192 EZ2677!UTM 17 - 0.99999368 x 1.00017602 = 1.00016970 EZ2677 EZ2677 SUPERSEDED SURVEY CONTROL EZ2677 EZ2677 NGVD 29 (12/03/90) 73.76 (m) 242.0 (f) LEVELING 3 EZ2677 EZ2677.Superseded values are not recommended for survey control. EZ2677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2677.See file dsdata.txt to determine how the superseded data were derived. EZ2677 EZ2677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1619749168(NAD 83) EZ2677_MARKER: DE = TRAVERSE STATION DISK EZ2677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2677_SP_SET: CONCRETE POST EZ2677_STAMPING: BENSON 1978 EZ2677_MARK LOGO: NCGS EZ2677_PROJECTION: FLUSH EZ2677_MAGNETIC: N = NO MAGNETIC MATERIAL EZ2677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2677+STABILITY: SURFACE MOTION EZ2677_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ2677+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2005 EZ2677 EZ2677 HISTORY - Date Condition Report By EZ2677 HISTORY - 1978 MONUMENTED NCGS EZ2677 HISTORY - 1978 GOOD NCGS EZ2677 HISTORY - 20050528 GOOD USPSQD EZ2677 EZ2677 STATION DESCRIPTION EZ2677 EZ2677'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ2677'THE STATION IS LOCATED APPROXIMATELY 3.1 MILES SOUTH OF GARNER. EZ2677' EZ2677'TO REACH THE STATION FROM THE NC 50 OVERPASS OF US 70 IN GARNER, EZ2677'PROCEED SOUTHERLY ALONG NC 50 FOR 3.2 MILES TO T INTERSECTION WITH EZ2677'SR 2711 (BUFFALO ROAD), THENCE WEST ALONG SR 2711 FOR 0.2 MILE TO A EZ2677'CITY TRANSFORMER SITE NEAR THE LAKE BENSON DAM AND STATION ON THE LEFT EZ2677'IN SMALL GROVE OF LARGE PINE TREES AND APPROXIMATELY 300 FEET EAST OF EZ2677'BRIDGE OVER A FINGER OF LAKE BENSON. EZ2677' EZ2677'STATION MARK IS A STANDARD DISK STAMPED---BENSON 1978---SET IN THE TOP EZ2677'OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE. THE EZ2677'MARK IS 27.6 FEET SOUTH OF CENTERLINE OF SR 2711, 7.0 FEET NORTH- EZ2677'NORTHEAST OF 20 INCH PINE WITH REFERENCE TAG, 19.1 FEET NORTHEAST OF EZ2677'14 INCH PINE WITH REFERENCE TAG, 32.4 FEET EAST OF 16 INCH PINE WITH EZ2677'REFERENCE TAG, 58.2 FEET WEST-NORTHWEST OF NORTHWEST METAL FENCE EZ2677'CORNER POST AND 132.6 FEET EAST-SOUTHEAST OF POWER POLE WITH REFERENCE EZ2677'TAG. EZ2677 EZ2677 STATION RECOVERY (1978) EZ2677 EZ2677'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EZ2677'3.1 MI SOUTH FROM GARNER. EZ2677'TO REACH STATION FROM THE NC 50 OVERPASS OF US 70 IN GARNER, PROCEED EZ2677'SOUTHERLY ALONG NC 50 FOR 3.2 MILES TO SR 2711 (BUFFALO ROAD), EZ2677'THENCE WEST ALONG SR 2711 FOR 0.2 MILE TO A CITY TRANSFORMER SITE EZ2677'NEAR THE LAKE BENSON DAM AND STATION ON LEFT IN SMALL GROVE OF LARGE EZ2677'PINE TREES AND APPROXIMATELY 300 FEET EAST OF BRIDGE OVER A FINGER OF EZ2677'LAKE BENSON 27.6 FEET SOUTH OF CENTERLINE OF SR 2711, 7.0 FEET EZ2677'NORTH-NORTHEAST OF 20 INCH PINE WITH REFERENCE TAG, 19.1 FEET EZ2677'NORTHEAST OF A 14 INCH PINE WITH REFERENCE TAG, 32.4 FEET EAST OF 16 EZ2677'INCH PINE WITH REFERENCE TAG, 58.2 FEET WEST-NORTHWEST OF NORTHWEST EZ2677'METAL FENCE CORNER POST, AND 132.6 FEET EAST-SOUTHEAST OF POWER POLE EZ2677'WITH REFERENCE TAG. EZ2677'THE MARK IS ABOVE LEVEL WITH ROAD. EZ2677 EZ2677 STATION RECOVERY (2005) EZ2677 EZ2677'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ2677'N 35 39.764 EZ2677'W 078 36.694 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5114 *********************************************************************** EZ5114 DESIGNATION - BERRY TILE EZ5114 PID - EZ5114 EZ5114 STATE/COUNTY- NC/WAKE EZ5114 USGS QUAD - RALEIGH WEST (1988) EZ5114 EZ5114 *CURRENT SURVEY CONTROL EZ5114 ___________________________________________________________________ EZ5114* NAD 83(1986)- 35 47 24.87902(N) 078 40 44.42458(W) ADJUSTED EZ5114* NAVD 88 - 126.37 (+/-2cm) 414.6 (feet) VERTCON EZ5114 ___________________________________________________________________ EZ5114 LAPLACE CORR- -6.95 (seconds) DEFLEC99 EZ5114 GEOID HEIGHT- -32.71 (meters) GEOID03 EZ5114 EZ5114 HORZ ORDER - SECOND EZ5114 VERT ORDER - THIRD ? (See Below) EZ5114 EZ5114.The North Carolina HARNS have been completed but, EZ5114.due to contractual restrictions, coordinates for these stations EZ5114.will NOT be published in the near future. In the interim, the EZ5114.published coordinates in North Carolina will not be EZ5114.consistent with the Continuously Operating Reference Stations EZ5114.(CORS). The HARN coordinates for these stations are available EZ5114.upon request. Contact Gary Thompson(919-733-3836). EZ5114. EZ5114.In addition, the published North Carolina positions EZ5114.(NAD 83 (1986)) are NOT consistent with those determined in EZ5114.adjacent state readjustments. The discontinuity between stations EZ5114.located in North Carolina and those in adjacent states EZ5114.which have been adjusted to the HARN may be as much as 5 EZ5114.decimeters. This will result in a significant loss of accuracy EZ5114.over lines crossing such state borders. EZ5114 EZ5114 EZ5114.The horizontal coordinates were established by classical geodetic methods EZ5114.and adjusted by the National Geodetic Survey in July 1986. EZ5114 EZ5114.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5114.The vertical order pertains to the NGVD 29 superseded value. EZ5114 EZ5114.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5114 EZ5114.The geoid height was determined by GEOID03. EZ5114 EZ5114; North East Units Scale Factor Converg. EZ5114;SPC NC - 226,375.224 638,617.127 MT 0.99991665 +0 11 07.0 EZ5114;SPC NC - 742,699.38 2,095,196.36 sFT 0.99991665 +0 11 07.0 EZ5114;UTM 17 - 3,963,169.278 709,756.426 MT 1.00014219 +1 21 28.3 EZ5114 EZ5114! - Elev Factor x Scale Factor = Combined Factor EZ5114!SPC NC - 0.99998530 x 0.99991665 = 0.99990195 EZ5114!UTM 17 - 0.99998530 x 1.00014219 = 1.00012749 EZ5114 EZ5114: Primary Azimuth Mark Grid Az EZ5114:SPC NC - DAN ALLEN 107 33 29.8 EZ5114:UTM 17 - DAN ALLEN 106 23 08.5 EZ5114 EZ5114|---------------------------------------------------------------------| EZ5114| PID Reference Object Distance Geod. Az | EZ5114| dddmmss.s | EZ5114| EZ5120 DAN ALLEN 443.258 METERS 1074436.8 | EZ5114| EZ5130 LINEN 246.205 METERS 30738 | EZ5114|---------------------------------------------------------------------| EZ5114 EZ5114 SUPERSEDED SURVEY CONTROL EZ5114 EZ5114 NAD 27 - 35 47 24.33772(N) 078 40 45.41035(W) AD( ) 2 EZ5114 NGVD 29 (07/19/86) 126.64 (m) 415.5 (f) LEVELING 3 EZ5114 EZ5114.Superseded values are not recommended for survey control. EZ5114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5114.See file dsdata.txt to determine how the superseded data were derived. EZ5114 EZ5114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0975663169(NAD 83) EZ5114_MARKER: DE = TRAVERSE STATION DISK EZ5114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5114_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5114_STAMPING: BERRY TILE 1967 EZ5114_MARK LOGO: NCGS EZ5114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5114+STABILITY: SURFACE MOTION EZ5114 EZ5114 HISTORY - Date Condition Report By EZ5114 HISTORY - 1967 MONUMENTED NCGS EZ5114 HISTORY - 20050129 MARK NOT FOUND USPSQD EZ5114 EZ5114 STATION DESCRIPTION EZ5114 EZ5114'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ5114'BERRY TILE IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ5114'ESTABLISHED IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5114' EZ5114'BERRY TILE IS LOCATED APPROXIMATELY 2.4 MILES WEST OF CAPITOL EZ5114'SQUARE. TO REACH STATION PROCEED FROM CAPITOL SQUARE WEST ON EZ5114'HILLSBOROUGH ST. FOR 2.4 MILES TO STATION ON SOUTH SIDE OF EZ5114'STREET IN THE SOUTHEAST QUADRANT OF ROSEMARY AND HILLSBOROUGH EZ5114'ST. THE STATION IS APPROXIMATELY 100 FT NORTHEAST OF A MINUTE EZ5114'MARKET. APPROXIMATELY 100 FT SOUTHWEST OF THE BERRY TILE CO, EZ5114'AT THE JUNCTION OF THE SIDEWALKS. EZ5114' EZ5114'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5114'BERRY TILE 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ5114'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5114' EZ5114'MARK IS EZ5114' EZ5114'59.5 FT WNW OF PP WITH ALUMINUM REF. TAG EZ5114' EZ5114'20.2 FT NE OF TP WITH ALUMINUM REF. TAG EZ5114' EZ5114'41.6 FT SE OF PP WITH ALUMINUM REF. TAG EZ5114' EZ5114'40.0 FT SW OF C/L OF HILLSBOROUGH ST. EZ5114' EZ5114'15.0 FT SE OF C/L OF ROSEMARY ST. EZ5114' EZ5114'9.0 FT NE OF CENTER OF DRAIN EZ5114 EZ5114 STATION RECOVERY (2005) EZ5114 EZ5114'RECOVERY NOTE BY US POWER SQUADRON 2005 (TT) EZ5114'MARKET APPEARS TO BE UNDER THE ASPHALT AT THE CORNER OF HILLSBOROUGH EZ5114'STREET AND ROSEMAY ST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7313 *********************************************************************** AE7313 DESIGNATION - BETA AE7313 PID - AE7313 AE7313 STATE/COUNTY- NC/WAKE AE7313 USGS QUAD - RALEIGH WEST (1988) AE7313 AE7313 *CURRENT SURVEY CONTROL AE7313 ___________________________________________________________________ AE7313* NAD 83(1986)- 35 50 45.19566(N) 078 41 20.21219(W) ADJUSTED AE7313* NAVD 88 - 71.6 (meters) 235. (feet) VERTCON AE7313 ___________________________________________________________________ AE7313 LAPLACE CORR- -6.89 (seconds) DEFLEC99 AE7313 GEOID HEIGHT- -32.54 (meters) GEOID03 AE7313 AE7313 HORZ ORDER - SECOND AE7313 AE7313.The North Carolina HARNS have been completed but, AE7313.due to contractual restrictions, coordinates for these stations AE7313.will NOT be published in the near future. In the interim, the AE7313.published coordinates in North Carolina will not be AE7313.consistent with the Continuously Operating Reference Stations AE7313.(CORS). The HARN coordinates for these stations are available AE7313.upon request. Contact Gary Thompson(919-733-3836). AE7313. AE7313.In addition, the published North Carolina positions AE7313.(NAD 83 (1986)) are NOT consistent with those determined in AE7313.adjacent state readjustments. The discontinuity between stations AE7313.located in North Carolina and those in adjacent states AE7313.which have been adjusted to the HARN may be as much as 5 AE7313.decimeters. This will result in a significant loss of accuracy AE7313.over lines crossing such state borders. AE7313 AE7313 AE7313.The horizontal coordinates were established by classical geodetic methods AE7313.and adjusted by the National Geodetic Survey in March 1998. AE7313 AE7313.The NAVD 88 height was computed by applying the VERTCON shift value to AE7313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7313 AE7313.The Laplace correction was computed from DEFLEC99 derived deflections. AE7313 AE7313.The geoid height was determined by GEOID03. AE7313 AE7313; North East Units Scale Factor Converg. AE7313;SPC NC - 232,545.808 637,699.177 MT 0.99992624 +0 10 46.3 AE7313;SPC NC - 762,944.04 2,092,184.72 sFT 0.99992624 +0 10 46.3 AE7313;UTM 17 - 3,969,321.111 708,712.072 MT 1.00013680 +1 21 13.9 AE7313 AE7313! - Elev Factor x Scale Factor = Combined Factor AE7313!SPC NC - 0.99999388 x 0.99992624 = 0.99992012 AE7313!UTM 17 - 0.99999388 x 1.00013680 = 1.00013067 AE7313 AE7313 SUPERSEDED SURVEY CONTROL AE7313 AE7313 NGVD 29 (03/10/98) 71.8 (m) 236. (f) VERT ANG AE7313 AE7313.Superseded values are not recommended for survey control. AE7313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7313.See file dsdata.txt to determine how the superseded data were derived. AE7313 AE7313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0871269321(NAD 83) AE7313_MARKER: DH = HORIZONTAL CONTROL DISK AE7313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7313_STAMPING: BETA 1986 AE7313_MARK LOGO: NCGS AE7313_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7313+STABILITY: SURFACE MOTION AE7313 AE7313 HISTORY - Date Condition Report By AE7313 HISTORY - 1986 MONUMENTED NCGS AE7313 AE7313 STATION DESCRIPTION AE7313 AE7313'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7313'STATION IS LOCATED ABOUT 8.5 KM (5.30 MI) NORTH-NORTHWEST OF CAPITOL AE7313'SQUARE, IN NORTHWEST RALEIGH. ALONG US 70 FOR 2.2 KM (1.35 MI) AE7313'NORTHWEST FROM THE CLIFF BENSON BELTLINE, OR 0.2 KM (0.10 MI) AE7313'NORTHWEST OF MOREHEAD DRIVE, AT THE ENTRANCE TO BETA CENTER. MARK IS AE7313'RECESSED 2 INCHES BELOW GROUND AND LEVEL WITH HIGHWAY. LOCATED 10.6 M AE7313'(34.8 FT) SOUTHWEST OF THE CENTER OF THE EAST BOUND LANE, 14.6 M (47.9 AE7313'FT) SOUTHEAST OF THE CENTERLINE ENTRANCE TO THE BETA CENTER, 35.5 M AE7313'(116.5 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE BETA CENTER AE7313'BUILDING, 5.5 M (18.0 FT) EAST OF A STEEL WATER METER COVER--AND 2.4 M AE7313'(7.9 FT) SOUTH-SOUTHWEST OF A TELEPHONE POLE WITH A NIGHT LAMP, 5.2 M AE7313'(17.1 FT) NORTHWEST OF A 10-INCH PINE--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2214 *********************************************************************** EZ2214 DESIGNATION - BETHEL EZ2214 PID - EZ2214 EZ2214 STATE/COUNTY- NC/WAKE EZ2214 USGS QUAD - GARNER (1993) EZ2214 EZ2214 *CURRENT SURVEY CONTROL EZ2214 ___________________________________________________________________ EZ2214* NAD 83(1986)- 35 40 11.95238(N) 078 36 16.15656(W) ADJUSTED EZ2214* NAVD 88 - 95.730 (meters) 314.07 (feet) ADJUSTED EZ2214 ___________________________________________________________________ EZ2214 LAPLACE CORR- -7.38 (seconds) DEFLEC99 EZ2214 GEOID HEIGHT- -33.28 (meters) GEOID03 EZ2214 DYNAMIC HT - 95.645 (meters) 313.80 (feet) COMP EZ2214 MODELED GRAV- 979,748.3 (mgal) NAVD 88 EZ2214 EZ2214 HORZ ORDER - SECOND EZ2214 VERT ORDER - SECOND CLASS II EZ2214 EZ2214.The North Carolina HARNS have been completed but, EZ2214.due to contractual restrictions, coordinates for these stations EZ2214.will NOT be published in the near future. In the interim, the EZ2214.published coordinates in North Carolina will not be EZ2214.consistent with the Continuously Operating Reference Stations EZ2214.(CORS). The HARN coordinates for these stations are available EZ2214.upon request. Contact Gary Thompson(919-733-3836). EZ2214. EZ2214.In addition, the published North Carolina positions EZ2214.(NAD 83 (1986)) are NOT consistent with those determined in EZ2214.adjacent state readjustments. The discontinuity between stations EZ2214.located in North Carolina and those in adjacent states EZ2214.which have been adjusted to the HARN may be as much as 5 EZ2214.decimeters. This will result in a significant loss of accuracy EZ2214.over lines crossing such state borders. EZ2214 EZ2214 EZ2214.The horizontal coordinates were established by classical geodetic methods EZ2214.and adjusted by the National Geodetic Survey in July 1986. EZ2214 EZ2214.The orthometric height was determined by differential leveling EZ2214.and adjusted by the National Geodetic Survey in June 1991. EZ2214 EZ2214.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2214 EZ2214.The geoid height was determined by GEOID03. EZ2214 EZ2214.The dynamic height is computed by dividing the NAVD 88 EZ2214.geopotential number by the normal gravity value computed on the EZ2214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2214.degrees latitude (g = 980.6199 gals.). EZ2214 EZ2214.The modeled gravity was interpolated from observed gravity values. EZ2214 EZ2214; North East Units Scale Factor Converg. EZ2214;SPC NC - 213,057.833 645,406.323 MT 0.99989916 +0 13 41.8 EZ2214;SPC NC - 699,007.24 2,117,470.58 sFT 0.99989916 +0 13 41.8 EZ2214;UTM 17 - 3,949,990.065 716,818.124 MT 1.00017933 +1 23 50.7 EZ2214 EZ2214! - Elev Factor x Scale Factor = Combined Factor EZ2214!SPC NC - 0.99999020 x 0.99989916 = 0.99988936 EZ2214!UTM 17 - 0.99999020 x 1.00017933 = 1.00016953 EZ2214 EZ2214: Primary Azimuth Mark Grid Az EZ2214:SPC NC - PRODUCER 011 29 24.6 EZ2214:UTM 17 - PRODUCER 010 19 15.7 EZ2214 EZ2214|---------------------------------------------------------------------| EZ2214| PID Reference Object Distance Geod. Az | EZ2214| dddmmss.s | EZ2214| EZ5240 PRODUCER APPROX. 0.5 KM 0114306.4 | EZ2214| EZ2215 KENDALL 296.042 METERS 19600 | EZ2214|---------------------------------------------------------------------| EZ2214 EZ2214 SUPERSEDED SURVEY CONTROL EZ2214 EZ2214 NAD 27 - 35 40 11.39968(N) 078 36 17.14200(W) AD( ) 2 EZ2214 NGVD 29 (??/??/92) 95.976 (m) 314.88 (f) ADJ UNCH 2 2 EZ2214 EZ2214.Superseded values are not recommended for survey control. EZ2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2214.See file dsdata.txt to determine how the superseded data were derived. EZ2214 EZ2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1681849990(NAD 83) EZ2214_MARKER: DE = TRAVERSE STATION DISK EZ2214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2214_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2214_STAMPING: BETHEL 1968 EZ2214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2214+STABILITY: SURFACE MOTION EZ2214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ2214+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2005 EZ2214 EZ2214 HISTORY - Date Condition Report By EZ2214 HISTORY - 1968 MONUMENTED NCGS EZ2214 HISTORY - 1976 GOOD NCGS EZ2214 HISTORY - 1987 GOOD USPSQD EZ2214 HISTORY - 20050528 GOOD USPSQD EZ2214 EZ2214 STATION DESCRIPTION EZ2214 EZ2214'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EZ2214'BETHEL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2214'IN THE VICINITY OF CLAYTON, NORTH CAROLINA. EZ2214' EZ2214'BETHEL IS LOCATED APPROXIMATELY 2.6 MILES SOUTH OF THE CENTER EZ2214'OF GARNER. TO REACH STATION PROCEED FROM THE INTERSECTION OF EZ2214'NC 50 WITH U.S. 70 IN GARNER, GO SOUTH ON NC 50 FOR 2.6 MILES EZ2214'TO NEW BETHEL CEMETERY, AND STATION. WHICH IS ON THE WEST EZ2214'SIDE OF NC 50, AT NORTHEAST CORNER OF CEMETERY AT SOUTH SIDE OF EZ2214'DRIVEWAY. EZ2214' EZ2214'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2214'BETHEL 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2214'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2214' EZ2214'MARK IS EZ2214' EZ2214'41.0 FT WNW OF C/L OF NC 50 EZ2214' EZ2214'10.6 FT ESE OF PP 52 WITH ALUMINUM REF. TAG AT NORTH SIDE OF EZ2214'CEMETERY EZ2214' EZ2214'18.7 FT SW OF 4X4 POST WHICH IS THE EASTERNMOST POST FOR EZ2214'SIGN MOBILE HILL ESTATES, AND WITH ALUMINUM REF. TAG EZ2214' EZ2214'14.0 FT S OF FENCE POST WHICH IS FIRST POST WEST OF CORNER EZ2214'POST AND WITH ALUMINUM REF. TAG EZ2214' EZ2214'7.0 FT S OF C/L OF SOIL DRIVEWAY EZ2214' EZ2214'24.8 FT NE OF TOP NE CORNER OF GRAVE MARKER FOR PEARL AND EZ2214'JOSEPH LASSITER EZ2214 EZ2214 STATION RECOVERY (1976) EZ2214 EZ2214'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2214'2.6 MI S FROM GARNER. EZ2214'TO REACH STATION FROM THE NC 50 OVERPASS OF US 70 IN GARNER, PROCEED EZ2214'SOUTH ALONG NC 50 FOR 2.65 MILES TO NEW BETHEL CHURCH AND CEMETERY AND EZ2214'STATION ON RIGHT AT NORTHEAST CORNER OF THE CEMETERY, APPROXIMATELY EZ2214'200 FEET NORTH OF T INTERSECTION WITH SR 2703 (SE), 41.0 FT. WNW OF EZ2214'CENTERLINE OF NC 50, 7.0 FT. S OF CENTERLINE OF SOIL DRIVEWAY, 24.8 EZ2214'FT. NE OF TOP OF NE CORNER OF GRAVE MARKER FOR PEARL AND JOSEPH EZ2214'LASSITER, 14.0 FT. S OF FIRST FENCE POST WEST OF CORNER POST WITH EZ2214'ALUMINUM REF. TAG, 9.5 FT. ESE OF POWER POLE WITH ALUMINUM REF. TAG AT EZ2214'NORTH SIDE OF CEMETERY. DISK IS SET IN CONCRETE CYLINDER, FLUSH WITH EZ2214'THE SURFACE OF THE GROUND. EZ2214 EZ2214 STATION RECOVERY (1987) EZ2214 EZ2214'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ2214'RECOVERED IN GOOD CONDITION. EZ2214 EZ2214 STATION RECOVERY (2005) EZ2214 EZ2214'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ2214'N 35 40.201 EZ2214'W 078 36.269 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1950 *********************************************************************** EZ1950 DESIGNATION - BETTY EZ1950 PID - EZ1950 EZ1950 STATE/COUNTY- NC/WAKE EZ1950 USGS QUAD - NEW HILL (1983) EZ1950 EZ1950 *CURRENT SURVEY CONTROL EZ1950 ___________________________________________________________________ EZ1950* NAD 83(1986)- 35 38 45.09995(N) 078 58 38.71651(W) ADJUSTED EZ1950* NAVD 88 - 80.378 (meters) 263.71 (feet) ADJUSTED EZ1950 ___________________________________________________________________ EZ1950 LAPLACE CORR- -6.09 (seconds) DEFLEC99 EZ1950 GEOID HEIGHT- -31.96 (meters) GEOID03 EZ1950 DYNAMIC HT - 80.309 (meters) 263.48 (feet) COMP EZ1950 MODELED GRAV- 979,770.7 (mgal) NAVD 88 EZ1950 EZ1950 HORZ ORDER - SECOND EZ1950 VERT ORDER - FIRST CLASS II EZ1950 EZ1950.The North Carolina HARNS have been completed but, EZ1950.due to contractual restrictions, coordinates for these stations EZ1950.will NOT be published in the near future. In the interim, the EZ1950.published coordinates in North Carolina will not be EZ1950.consistent with the Continuously Operating Reference Stations EZ1950.(CORS). The HARN coordinates for these stations are available EZ1950.upon request. Contact Gary Thompson(919-733-3836). EZ1950. EZ1950.In addition, the published North Carolina positions EZ1950.(NAD 83 (1986)) are NOT consistent with those determined in EZ1950.adjacent state readjustments. The discontinuity between stations EZ1950.located in North Carolina and those in adjacent states EZ1950.which have been adjusted to the HARN may be as much as 5 EZ1950.decimeters. This will result in a significant loss of accuracy EZ1950.over lines crossing such state borders. EZ1950 EZ1950 EZ1950.The horizontal coordinates were established by classical geodetic methods EZ1950.and adjusted by the National Geodetic Survey in July 1986. EZ1950 EZ1950.The orthometric height was determined by differential leveling EZ1950.and adjusted by the National Geodetic Survey in June 1991. EZ1950 EZ1950.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1950 EZ1950.The geoid height was determined by GEOID03. EZ1950 EZ1950.The dynamic height is computed by dividing the NAVD 88 EZ1950.geopotential number by the normal gravity value computed on the EZ1950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1950.degrees latitude (g = 980.6199 gals.). EZ1950 EZ1950.The modeled gravity was interpolated from observed gravity values. EZ1950 EZ1950; North East Units Scale Factor Converg. EZ1950;SPC NC - 210,310.204 611,645.854 MT 0.99989618 +0 00 46.9 EZ1950;SPC NC - 689,992.73 2,006,708.11 sFT 0.99989618 +0 00 46.9 EZ1950;UTM 17 - 3,946,554.429 683,114.035 MT 1.00001321 +1 10 44.5 EZ1950 EZ1950! - Elev Factor x Scale Factor = Combined Factor EZ1950!SPC NC - 0.99999240 x 0.99989618 = 0.99988858 EZ1950!UTM 17 - 0.99999240 x 1.00001321 = 1.00000561 EZ1950 EZ1950: Primary Azimuth Mark Grid Az EZ1950:SPC NC - GEORGE 256 25 20.8 EZ1950:UTM 17 - GEORGE 255 15 23.2 EZ1950 EZ1950|---------------------------------------------------------------------| EZ1950| PID Reference Object Distance Geod. Az | EZ1950| dddmmss.s | EZ1950| EZ1951 GEORGE APPROX. 0.5 KM 2562607.7 | EZ1950|---------------------------------------------------------------------| EZ1950 EZ1950 SUPERSEDED SURVEY CONTROL EZ1950 EZ1950 NAD 27 - 35 38 44.56186(N) 078 58 39.67980(W) AD( ) 2 EZ1950 NGVD 29 (07/19/86) 80.7 (m) 265. (f) VERT ANG EZ1950 EZ1950.Superseded values are not recommended for survey control. EZ1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1950.See file dsdata.txt to determine how the superseded data were derived. EZ1950 EZ1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8311446554(NAD 83) EZ1950_MARKER: DE = TRAVERSE STATION DISK EZ1950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1950_SP_SET: CONCRETE POST EZ1950_STAMPING: BETTY 1970 EZ1950_MARK LOGO: NCGS EZ1950_PROJECTION: RECESSED 5 CENTIMETERS EZ1950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1950+STABILITY: SURFACE MOTION EZ1950 EZ1950 HISTORY - Date Condition Report By EZ1950 HISTORY - 1970 MONUMENTED NCGS EZ1950 HISTORY - 1980 GOOD NCGS EZ1950 HISTORY - 1980 GOOD NCGS EZ1950 EZ1950 STATION DESCRIPTION EZ1950 EZ1950'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ1950'BETTY IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ1950'VICINITY OF BONSAL, NORTH CAROLINA. EZ1950' EZ1950'BETTY IS LOCATED APPROXIMATELY 1.0 MILE SOUTHWEST OF BONSAL. TO EZ1950'REACH STATION PROCEED FROM THE INTERSECTION OF US 1 AND SR 1135 (NEW EZ1950'HILL RD.), GO SOUTH ON US 1 FOR 2.6 MILES TO BRIDGE FOR NORFOLK EZ1950'SOUTHERN RAILROAD OVER US 1, CONTINUE SOUTH ON US 1 FOR 0.5 MILE EZ1950'TO STATION ON THE RIGHT, APPROXIMATELY 200 FEET NORTH OF THE NORTH EZ1950'END OF GUARD RAIL, AND 0.35 MILE NORTH OF THE WAKE AND CHATHAM EZ1950'COUNTY LINE. EZ1950' EZ1950'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED BETTY EZ1950'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1 EZ1950'INCH BELOW THE SURFACE OF THE GROUND. EZ1950' EZ1950'MARK IS-- EZ1950'18.1 FEET NNW OF C/L OF US 1. EZ1950'66.3 FEET ENE OF N END OF CULVERT UNDER US 1. EZ1950'122.8 FEET ESE OF ALUMINUM REF. TAG ON 14 INCH PINE. EZ1950'66.3 FEET SE OF ALUMINUM REF. TAG ON 10 INCH TWIN OAK. EZ1950'69.4 FEET S OF ALUMINUM REF. TAG ON 4 INCH OAK. EZ1950'44.2 FEET E OF NO. 6 PRESSED IN CONCRETE OF N BOUND LANE. EZ1950'72.8 FEET N OF NO. 45 PRESSED IN CONCRETE OF N BOUND LANE. EZ1950 EZ1950 STATION RECOVERY (1980) EZ1950 EZ1950'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EZ1950'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ1950 EZ1950 STATION RECOVERY (1980) EZ1950 EZ1950'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ1950'3.4 MI SW FROM NEW HILL. EZ1950'9.25 MILES SOUTHWEST ALONG U.S. 1 FROM UNDERPASS OF N.C. 55 EZ1950'SOUTHEAST OF APEX, IN NORTHWEST SHOULDER OF HIGHWAY APPROXIMATELY EZ1950'200 FEET EAST OF END OF GUARD RAIL, AND 0.35 MILE NORTHEAST OF EZ1950'WAKE-CHATHAM COUNTY LINE, 18.8 FEET NORTHWEST OF CENTERLINE OF EZ1950'HIGHWAY, 66.3 FEET NORTHEAST OF NORTHEAST END OF CULVERT, 66.3 EZ1950'FEET SOUTHEAST OF 10 INCH OAK WITH REFERENCE TAG, 44.2 FEET EAST EZ1950'OF HIGHWAY STATION NUMBER 6 IMPRINTED IN SOUTHEAST EDGE OF EZ1950'CONCRETE AND 72.8 FEET NORTH OF HIGHWAY STATION NUMBER 45 IMPRINTED EZ1950'IN SOUTHEAST EDGE OF CONCRETE. EZ1950'THE MARK IS 0.5 FT BELOW HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6443 *********************************************************************** EZ6443 DESIGNATION - BETWEEN EZ6443 PID - EZ6443 EZ6443 STATE/COUNTY- NC/WAKE EZ6443 USGS QUAD - RALEIGH WEST (1988) EZ6443 EZ6443 *CURRENT SURVEY CONTROL EZ6443 ___________________________________________________________________ EZ6443* NAD 83(1986)- 35 45 06.12959(N) 078 42 02.89709(W) ADJUSTED EZ6443* NAVD 88 - 131.914 (meters) 432.79 (feet) ADJUSTED EZ6443 ___________________________________________________________________ EZ6443 LAPLACE CORR- -6.68 (seconds) DEFLEC99 EZ6443 GEOID HEIGHT- -32.71 (meters) GEOID03 EZ6443 DYNAMIC HT - 131.799 (meters) 432.41 (feet) COMP EZ6443 MODELED GRAV- 979,761.8 (mgal) NAVD 88 EZ6443 EZ6443 HORZ ORDER - SECOND EZ6443 VERT ORDER - SECOND CLASS I EZ6443 EZ6443.The North Carolina HARNS have been completed but, EZ6443.due to contractual restrictions, coordinates for these stations EZ6443.will NOT be published in the near future. In the interim, the EZ6443.published coordinates in North Carolina will not be EZ6443.consistent with the Continuously Operating Reference Stations EZ6443.(CORS). The HARN coordinates for these stations are available EZ6443.upon request. Contact Gary Thompson(919-733-3836). EZ6443. EZ6443.In addition, the published North Carolina positions EZ6443.(NAD 83 (1986)) are NOT consistent with those determined in EZ6443.adjacent state readjustments. The discontinuity between stations EZ6443.located in North Carolina and those in adjacent states EZ6443.which have been adjusted to the HARN may be as much as 5 EZ6443.decimeters. This will result in a significant loss of accuracy EZ6443.over lines crossing such state borders. EZ6443 EZ6443 EZ6443.The horizontal coordinates were established by classical geodetic methods EZ6443.and adjusted by the National Geodetic Survey in March 1992. EZ6443 EZ6443.The orthometric height was determined by differential leveling EZ6443.and adjusted by the National Geodetic Survey in December 1991. EZ6443 EZ6443.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6443 EZ6443.The geoid height was determined by GEOID03. EZ6443 EZ6443.The dynamic height is computed by dividing the NAVD 88 EZ6443.geopotential number by the normal gravity value computed on the EZ6443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6443.degrees latitude (g = 980.6199 gals.). EZ6443 EZ6443.The modeled gravity was interpolated from observed gravity values. EZ6443 EZ6443; North East Units Scale Factor Converg. EZ6443;SPC NC - 222,093.094 636,659.616 MT 0.99991057 +0 10 21.7 EZ6443;SPC NC - 728,650.43 2,088,774.09 sFT 0.99991057 +0 10 21.7 EZ6443;UTM 17 - 3,958,847.043 707,886.483 MT 1.00013257 +1 20 37.8 EZ6443 EZ6443! - Elev Factor x Scale Factor = Combined Factor EZ6443!SPC NC - 0.99998443 x 0.99991057 = 0.99989500 EZ6443!UTM 17 - 0.99998443 x 1.00013257 = 1.00011700 EZ6443 EZ6443 SUPERSEDED SURVEY CONTROL EZ6443 EZ6443 NAVD 88 (03/04/92) 131.91 (m) 432.8 (f) LEVELING 3 EZ6443 EZ6443.Superseded values are not recommended for survey control. EZ6443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6443.See file dsdata.txt to determine how the superseded data were derived. EZ6443 EZ6443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0788658847(NAD 83) EZ6443_MARKER: DH = HORIZONTAL CONTROL DISK EZ6443_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE EZ6443_SP_SET: WINGWALL EZ6443_STAMPING: BETWEEN 1988 EZ6443_MARK LOGO: NCGS EZ6443_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6443+STABILITY: SURFACE MOTION EZ6443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6443+SATELLITE: SATELLITE OBSERVATIONS - 1988 EZ6443 EZ6443 HISTORY - Date Condition Report By EZ6443 HISTORY - 1988 MONUMENTED NCGS EZ6443 EZ6443 STATION DESCRIPTION EZ6443 EZ6443'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ6443'STATION IS LOCATED IN SOUTHWEST RALEIGH AT THE I-40 OVERPASS OF EZ6443'GORMAN STREET AT THE SOUTHEAST CORNER OF WESTBOUND LANE OF I-40 EZ6443'BRIDGE. EZ6443'STATION IS A STANDARD NCGS DISK STAMPED---BETWEEN 1988---, AND IS SET EZ6443'IN A DRILL HOLE IN WINGWALL, LEVEL WITH I-40. LOCATED 9.6 M EZ6443'(31.5 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF WESTBOUND I-40, 22.1 EZ6443'M (72.5 FT) NORTH-NORTHEAST OF THE CENTERLINE OF EASTBOUND I-40, EZ6443'0.5 M (1.6 FT) SOUTH-SOUTHEAST OF SOUTHEAST CORNER OF CONCRETE EZ6443'BRIDGE WALL, AND 0.1 M (0.3 FT) WEST-NORTHWEST OF EAST END OF EZ6443'WINGWALL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6538 *********************************************************************** EZ6538 DESIGNATION - BIGBRANCH EZ6538 PID - EZ6538 EZ6538 STATE/COUNTY- NC/WAKE EZ6538 USGS QUAD - RALEIGH WEST (1988) EZ6538 EZ6538 *CURRENT SURVEY CONTROL EZ6538 ___________________________________________________________________ EZ6538* NAD 83(1986)- 35 49 44.01599(N) 078 37 38.09885(W) ADJUSTED EZ6538* NAVD 88 - 73.037 (meters) 239.62 (feet) ADJUSTED EZ6538 ___________________________________________________________________ EZ6538 LAPLACE CORR- -7.33 (seconds) DEFLEC99 EZ6538 GEOID HEIGHT- -32.84 (meters) GEOID03 EZ6538 DYNAMIC HT - 72.975 (meters) 239.42 (feet) COMP EZ6538 MODELED GRAV- 979,778.6 (mgal) NAVD 88 EZ6538 EZ6538 HORZ ORDER - SECOND EZ6538 VERT ORDER - SECOND CLASS II EZ6538 EZ6538.The North Carolina HARNS have been completed but, EZ6538.due to contractual restrictions, coordinates for these stations EZ6538.will NOT be published in the near future. In the interim, the EZ6538.published coordinates in North Carolina will not be EZ6538.consistent with the Continuously Operating Reference Stations EZ6538.(CORS). The HARN coordinates for these stations are available EZ6538.upon request. Contact Gary Thompson(919-733-3836). EZ6538. EZ6538.In addition, the published North Carolina positions EZ6538.(NAD 83 (1986)) are NOT consistent with those determined in EZ6538.adjacent state readjustments. The discontinuity between stations EZ6538.located in North Carolina and those in adjacent states EZ6538.which have been adjusted to the HARN may be as much as 5 EZ6538.decimeters. This will result in a significant loss of accuracy EZ6538.over lines crossing such state borders. EZ6538 EZ6538 EZ6538.The horizontal coordinates were established by classical geodetic methods EZ6538.and adjusted by the National Geodetic Survey in December 1992. EZ6538 EZ6538.The orthometric height was determined by differential leveling EZ6538.and adjusted by the National Geodetic Survey in September 1998. EZ6538 EZ6538.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6538 EZ6538.The geoid height was determined by GEOID03. EZ6538 EZ6538.The dynamic height is computed by dividing the NAVD 88 EZ6538.geopotential number by the normal gravity value computed on the EZ6538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6538.degrees latitude (g = 980.6199 gals.). EZ6538 EZ6538.The modeled gravity was interpolated from observed gravity values. EZ6538 EZ6538; North East Units Scale Factor Converg. EZ6538;SPC NC - 230,679.533 643,279.549 MT 0.99992321 +0 12 54.5 EZ6538;SPC NC - 756,821.10 2,110,492.99 sFT 0.99992321 +0 12 54.5 EZ6538;UTM 17 - 3,967,569.198 714,330.793 MT 1.00016609 +1 23 22.0 EZ6538 EZ6538! - Elev Factor x Scale Factor = Combined Factor EZ6538!SPC NC - 0.99999369 x 0.99992321 = 0.99991690 EZ6538!UTM 17 - 0.99999369 x 1.00016609 = 1.00015978 EZ6538 EZ6538 SUPERSEDED SURVEY CONTROL EZ6538 EZ6538 NGVD 29 (12/28/92) 73.32 (m) 240.6 (f) LEVELING 3 EZ6538 EZ6538.Superseded values are not recommended for survey control. EZ6538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6538.See file dsdata.txt to determine how the superseded data were derived. EZ6538 EZ6538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1433167569(NAD 83) EZ6538_MARKER: DH = HORIZONTAL CONTROL DISK EZ6538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6538_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6538_STAMPING: BIGBRANCH 1984 EZ6538_MARK LOGO: NCGS EZ6538_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6538+STABILITY: SURFACE MOTION EZ6538 EZ6538 HISTORY - Date Condition Report By EZ6538 HISTORY - 1984 MONUMENTED NCGS EZ6538 HISTORY - 19870101 GOOD NCGS EZ6538 EZ6538 STATION DESCRIPTION EZ6538 EZ6538'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6538'THE STATION IS LOCATED ABOUT 5.5 KM (3.4 MI) NORTH OF THE CAPITOL EZ6538'SQUARE IN RALEIGH. EZ6538' EZ6538'ALONG THE CLIFF BENSON BELTLINE (US 1, 64, AND 70 BYPASS) FOR 0.7 KM EZ6538'(0.45 MI) NORTHWEST FROM THE OLD WAKE FOREST ROAD UNDERPASS, OR EZ6538'1.3 KM (0.8 MI) SOUTHEAST FROM THE SIX FORKS ROAD OVERPASS, ABOUT EZ6538'300 FT SOUTHEAST OF A HIGHWAY CULVERT (FOR BIG BRANCH), AND ON THE EZ6538'NORTHEAST SIDE OF THE HIGHWAY. EZ6538' EZ6538'THE STATION IS A STANDARD NCGS DISK STAMPED---BIGBRANCH 1984---, EZ6538'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6538'25 CM IN DIAMETER RECESSED 5 CM BELOW GROUND. LOCATED EZ6538'8.0 METERS (26.4 FT) NORTHEAST OF THE EDGE OF THE PAVEMENT, EZ6538'32.1 METERS (105.3 FT) NORTHWEST OF A DROP INLET IN A SPILLWAY, EZ6538'51.2 METERS (168.0 FT) SOUTH-SOUTHEAST OF A HIGHWAY SIGN POST--AND EZ6538'10.1 METERS (33.1 FT) WEST-NORTHWEST OF A 6-INCH OAK, EZ6538'7.6 METERS (24.8 FT) SOUTHWEST OF A 12-INCH GUM--BOTH WITH EZ6538'REFERENCE TAGS. EZ6538' EZ6538'MARK IS LEVEL WITH HIGHWAY. EZ6538 EZ6538 STATION RECOVERY (1987) EZ6538 EZ6538'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ6538'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6438 *********************************************************************** EZ6438 DESIGNATION - BIGHOUSE EZ6438 PID - EZ6438 EZ6438 STATE/COUNTY- NC/WAKE EZ6438 USGS QUAD - RALEIGH WEST (1988) EZ6438 EZ6438 *CURRENT SURVEY CONTROL EZ6438 ___________________________________________________________________ EZ6438* NAD 83(1986)- 35 46 29.70827(N) 078 39 23.78751(W) ADJUSTED EZ6438* NAVD 88 - 87.689 (meters) 287.69 (feet) ADJUSTED EZ6438 ___________________________________________________________________ EZ6438 LAPLACE CORR- -7.25 (seconds) DEFLEC99 EZ6438 GEOID HEIGHT- -32.84 (meters) GEOID03 EZ6438 DYNAMIC HT - 87.614 (meters) 287.45 (feet) COMP EZ6438 MODELED GRAV- 979,768.7 (mgal) NAVD 88 EZ6438 EZ6438 HORZ ORDER - SECOND EZ6438 VERT ORDER - SECOND CLASS I EZ6438 EZ6438.The North Carolina HARNS have been completed but, EZ6438.due to contractual restrictions, coordinates for these stations EZ6438.will NOT be published in the near future. In the interim, the EZ6438.published coordinates in North Carolina will not be EZ6438.consistent with the Continuously Operating Reference Stations EZ6438.(CORS). The HARN coordinates for these stations are available EZ6438.upon request. Contact Gary Thompson(919-733-3836). EZ6438. EZ6438.In addition, the published North Carolina positions EZ6438.(NAD 83 (1986)) are NOT consistent with those determined in EZ6438.adjacent state readjustments. The discontinuity between stations EZ6438.located in North Carolina and those in adjacent states EZ6438.which have been adjusted to the HARN may be as much as 5 EZ6438.decimeters. This will result in a significant loss of accuracy EZ6438.over lines crossing such state borders. EZ6438 EZ6438 EZ6438.The horizontal coordinates were established by classical geodetic methods EZ6438.and adjusted by the National Geodetic Survey in March 1992. EZ6438 EZ6438.The orthometric height was determined by differential leveling EZ6438.and adjusted by the National Geodetic Survey in December 1991. EZ6438 EZ6438.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6438 EZ6438.The geoid height was determined by GEOID03. EZ6438 EZ6438.The dynamic height is computed by dividing the NAVD 88 EZ6438.geopotential number by the normal gravity value computed on the EZ6438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6438.degrees latitude (g = 980.6199 gals.). EZ6438 EZ6438.The modeled gravity was interpolated from observed gravity values. EZ6438 EZ6438; North East Units Scale Factor Converg. EZ6438;SPC NC - 224,681.745 640,647.756 MT 0.99991418 +0 11 53.5 EZ6438;SPC NC - 737,143.36 2,101,858.51 sFT 0.99991418 +0 11 53.5 EZ6438;UTM 17 - 3,961,517.320 711,821.760 MT 1.00015292 +1 22 13.7 EZ6438 EZ6438! - Elev Factor x Scale Factor = Combined Factor EZ6438!SPC NC - 0.99999139 x 0.99991418 = 0.99990557 EZ6438!UTM 17 - 0.99999139 x 1.00015292 = 1.00014431 EZ6438 EZ6438 SUPERSEDED SURVEY CONTROL EZ6438 EZ6438 NAVD 88 (03/04/92) 87.69 (m) 287.7 (f) LEVELING 3 EZ6438 EZ6438.Superseded values are not recommended for survey control. EZ6438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6438.See file dsdata.txt to determine how the superseded data were derived. EZ6438 EZ6438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1182261517(NAD 83) EZ6438_MARKER: DH = HORIZONTAL CONTROL DISK EZ6438_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER EZ6438_SP_SET: ROCK EZ6438_STAMPING: BIGHOUSE 1988 EZ6438_MARK LOGO: NCGS EZ6438_MAGNETIC: N = NO MAGNETIC MATERIAL EZ6438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EZ6438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6438+SATELLITE: SATELLITE OBSERVATIONS - 1988 EZ6438 EZ6438 HISTORY - Date Condition Report By EZ6438 HISTORY - 1988 MONUMENTED NCGS EZ6438 EZ6438 STATION DESCRIPTION EZ6438 EZ6438'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ6438'STATION IS LOCATED IN SOUTHWEST RALEIGH. EZ6438'ALONG WESTERN BOULEVARD FOR 4.2 KM (2.6 MI) SOUTHEAST FROM THE EZ6438'RALEIGH BELTLINE-US 1-, TO THE ENTRANCE OF CENTRAL PRISON, AND ACROSS EZ6438'ROAD FROM HUNT DRIVE. EZ6438'STATION IS A STANDARD NCGS DISK STAMPED---BIGHOUSE 1988---, SET IN A EZ6438'DRILL HOLE IN LARGE EXPOSED ROCK, 1 FOOT ABOVE HIGHWAY. LOCATED 9.9 EZ6438'M (32.5 FT) NORTH-NORTHEAST OF THE CENTERLINE OF WESTBOUND LANES, EZ6438'54.2 M (177.8 FT) EAST-SOUTHEAST OF EAST END OF HEADWALL--AND 14.3 M EZ6438'(46.9 FT) WEST-NORTHWEST OF TELEPHONE PEDESTAL AT POWER POLE, 15.8 M EZ6438'(51.8 FT) SOUTH OF 24-INCH OAK--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2406 *********************************************************************** EZ2406 DESIGNATION - BILLY EZ2406 PID - EZ2406 EZ2406 STATE/COUNTY- NC/WAKE EZ2406 USGS QUAD - ROLESVILLE (1993) EZ2406 EZ2406 *CURRENT SURVEY CONTROL EZ2406 ___________________________________________________________________ EZ2406* NAD 83(1986)- 35 55 44.87838(N) 078 24 04.85907(W) ADJUSTED EZ2406* NAVD 88 - 109.910 (meters) 360.60 (feet) ADJUSTED EZ2406 ___________________________________________________________________ EZ2406 LAPLACE CORR- -6.65 (seconds) DEFLEC99 EZ2406 GEOID HEIGHT- -33.52 (meters) GEOID03 EZ2406 DYNAMIC HT - 109.815 (meters) 360.28 (feet) COMP EZ2406 MODELED GRAV- 979,765.5 (mgal) NAVD 88 EZ2406 EZ2406 HORZ ORDER - SECOND EZ2406 VERT ORDER - SECOND CLASS II EZ2406 EZ2406.The North Carolina HARNS have been completed but, EZ2406.due to contractual restrictions, coordinates for these stations EZ2406.will NOT be published in the near future. In the interim, the EZ2406.published coordinates in North Carolina will not be EZ2406.consistent with the Continuously Operating Reference Stations EZ2406.(CORS). The HARN coordinates for these stations are available EZ2406.upon request. Contact Gary Thompson(919-733-3836). EZ2406. EZ2406.In addition, the published North Carolina positions EZ2406.(NAD 83 (1986)) are NOT consistent with those determined in EZ2406.adjacent state readjustments. The discontinuity between stations EZ2406.located in North Carolina and those in adjacent states EZ2406.which have been adjusted to the HARN may be as much as 5 EZ2406.decimeters. This will result in a significant loss of accuracy EZ2406.over lines crossing such state borders. EZ2406 EZ2406 EZ2406.The horizontal coordinates were established by classical geodetic methods EZ2406.and adjusted by the National Geodetic Survey in July 1986. EZ2406 EZ2406.The orthometric height was determined by differential leveling EZ2406.and adjusted by the National Geodetic Survey in June 1991. EZ2406 EZ2406.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2406 EZ2406.The geoid height was determined by GEOID03. EZ2406 EZ2406.The dynamic height is computed by dividing the NAVD 88 EZ2406.geopotential number by the normal gravity value computed on the EZ2406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2406.degrees latitude (g = 980.6199 gals.). EZ2406 EZ2406.The modeled gravity was interpolated from observed gravity values. EZ2406 EZ2406; North East Units Scale Factor Converg. EZ2406;SPC NC - 241,900.698 663,622.544 MT 0.99994236 +0 20 43.9 EZ2406;SPC NC - 793,635.87 2,177,234.96 sFT 0.99994236 +0 20 43.9 EZ2406;UTM 17 - 3,979,209.258 734,444.777 MT 1.00027733 +1 31 32.0 EZ2406 EZ2406! - Elev Factor x Scale Factor = Combined Factor EZ2406!SPC NC - 0.99998801 x 0.99994236 = 0.99993037 EZ2406!UTM 17 - 0.99998801 x 1.00027733 = 1.00026534 EZ2406 EZ2406: Primary Azimuth Mark Grid Az EZ2406:SPC NC - BUD 129 40 05.8 EZ2406:UTM 17 - BUD 128 29 17.7 EZ2406 EZ2406|---------------------------------------------------------------------| EZ2406| PID Reference Object Distance Geod. Az | EZ2406| dddmmss.s | EZ2406| EZ2405 BUD APPROX. 0.6 KM 1300049.7 | EZ2406|---------------------------------------------------------------------| EZ2406 EZ2406 SUPERSEDED SURVEY CONTROL EZ2406 EZ2406 NAD 27 - 35 55 44.32743(N) 078 24 05.86444(W) AD( ) 2 EZ2406 NGVD 29 (??/??/92) 110.189 (m) 361.51 (f) ADJ UNCH 2 2 EZ2406 EZ2406.Superseded values are not recommended for survey control. EZ2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2406.See file dsdata.txt to determine how the superseded data were derived. EZ2406 EZ2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3444579209(NAD 83) EZ2406_MARKER: DE = TRAVERSE STATION DISK EZ2406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2406_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2406_STAMPING: BILLY 1976 EZ2406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2406+STABILITY: SURFACE MOTION EZ2406_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ2406+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2004 EZ2406 EZ2406 HISTORY - Date Condition Report By EZ2406 HISTORY - 1976 MONUMENTED NCGS EZ2406 HISTORY - 1976 GOOD NCGS EZ2406 HISTORY - 20041120 GOOD USPSQD EZ2406 EZ2406 STATION DESCRIPTION EZ2406 EZ2406'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2406'BILLY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2406'IN THE VICINITY OF ROLESVILLE, NORTH CAROLINA. EZ2406' EZ2406'BILLY IS LOCATED APPROXIMATELY 3.2 MILES EAST OF ROLESVILLE AND EZ2406'8.7 MILES NNW OF ZEBULON. TO REACH STATION FROM INTERSECTION OF EZ2406'NC 96 WITH U.S. 401 2.7 MILES NORTHEAST OF ROLESVILLE, PROCEED EZ2406'SOUTHEAST ALONG NC 96 FOR 1.85 MILES TO INTERSECTION WITH SR 2301 EZ2406'AND STATION ON LEFT, IN NORTHEAST QUADRANT OF THE CROSSROADS, EZ2406'NEAR A SMALL CEMETERY AND IN THE SOUTHWEST CORNER OF YARD OF EZ2406'BILLY T. PERRYS ONE STORY BRICK RESIDENCE. EZ2406' EZ2406'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2406'BILLY 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2406'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2406' EZ2406'MARK IS 33.2 FT NE OF C/L OF NC 96 EZ2406' EZ2406'127.6 FT SE OF C/L OF SR 2301 EZ2406' EZ2406'102.8 FT ESE OF C/L CROSSROADS EZ2406' EZ2406'59.7 FT SSW OF CENTER OF TOP OF GRAHAM H. MAY TOMBSTONE EZ2406' EZ2406'43.1 FT W OF 8 INCH PECAN TREE WITH ALUMINUM REF. TAG EZ2406' EZ2406'108.2 FT N OF POWER POLE WITH ALUMINUM REF. TAG EZ2406 EZ2406 STATION RECOVERY (1976) EZ2406 EZ2406'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2406'3.2 MI E FROM ROLESVILLE. EZ2406'TO REACH STATION FROM INTERSECTION OF NC 96 WITH US 401 NORTHEAST OF EZ2406'ROLESVILLE, PROCEED SOUTHEAST ALONG NC 96 FOR 1.85 MILES TO EZ2406'INTERSECTION WITH SR 2301 AND STATION ON LEFT, IN NORTHEAST QUADRANT EZ2406'OF THE CROSSROADS, NEAR A SMALL CEMETERY AND IN THE SOUTHWEST CORNER EZ2406'OF YARD OF BILLY T PERRYS ONE STORY BRICK RESIDENCE. 33.2 FT. NE OF EZ2406'C/L OF NC 96, 127.6 FT. SE OF C/L OF SR 2301, 102.8 FT. ESE OF C/L OF EZ2406'CROSSROADS, 59.7 FT. SSW OF CENTER OF TOP OF GRAHAM H. MAY TOMBSTONE, EZ2406'43.1 FT. W OF 8 INCH PECAN WITH ALUMINUM REF. TAG, AND 108.2 FT. N OF EZ2406'PP WITH ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER, FLUSH EZ2406'WITH THE SURFACE OF THE GROUND. EZ2406 EZ2406 STATION RECOVERY (2004) EZ2406 EZ2406'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ2406'RECOVERED AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0910 *********************************************************************** EZ0910 DESIGNATION - BISHOP EZ0910 PID - EZ0910 EZ0910 STATE/COUNTY- NC/WAKE EZ0910 USGS QUAD - RALEIGH EAST (1993) EZ0910 EZ0910 *CURRENT SURVEY CONTROL EZ0910 ___________________________________________________________________ EZ0910* NAD 83(1986)- 35 50 34.47685(N) 078 36 37.48955(W) ADJUSTED EZ0910* NAVD 88 - 103.385 (meters) 339.19 (feet) ADJUSTED EZ0910 ___________________________________________________________________ EZ0910 LAPLACE CORR- -7.43 (seconds) DEFLEC99 EZ0910 GEOID HEIGHT- -32.88 (meters) GEOID03 EZ0910 DYNAMIC HT - 103.297 (meters) 338.90 (feet) COMP EZ0910 MODELED GRAV- 979,776.6 (mgal) NAVD 88 EZ0910 EZ0910 HORZ ORDER - SECOND EZ0910 VERT ORDER - FIRST CLASS II EZ0910 EZ0910.The North Carolina HARNS have been completed but, EZ0910.due to contractual restrictions, coordinates for these stations EZ0910.will NOT be published in the near future. In the interim, the EZ0910.published coordinates in North Carolina will not be EZ0910.consistent with the Continuously Operating Reference Stations EZ0910.(CORS). The HARN coordinates for these stations are available EZ0910.upon request. Contact Gary Thompson(919-733-3836). EZ0910. EZ0910.In addition, the published North Carolina positions EZ0910.(NAD 83 (1986)) are NOT consistent with those determined in EZ0910.adjacent state readjustments. The discontinuity between stations EZ0910.located in North Carolina and those in adjacent states EZ0910.which have been adjusted to the HARN may be as much as 5 EZ0910.decimeters. This will result in a significant loss of accuracy EZ0910.over lines crossing such state borders. EZ0910 EZ0910 EZ0910.The horizontal coordinates were established by classical geodetic methods EZ0910.and adjusted by the National Geodetic Survey in July 1986. EZ0910 EZ0910.The orthometric height was determined by differential leveling EZ0910.and adjusted by the National Geodetic Survey in June 1991. EZ0910 EZ0910.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0910 EZ0910.The geoid height was determined by GEOID03. EZ0910 EZ0910.The dynamic height is computed by dividing the NAVD 88 EZ0910.geopotential number by the normal gravity value computed on the EZ0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0910.degrees latitude (g = 980.6199 gals.). EZ0910 EZ0910.The modeled gravity was interpolated from observed gravity values. EZ0910 EZ0910; North East Units Scale Factor Converg. EZ0910;SPC NC - 232,240.504 644,794.578 MT 0.99992571 +0 13 29.5 EZ0910;SPC NC - 761,942.39 2,115,463.54 sFT 0.99992571 +0 13 29.5 EZ0910;UTM 17 - 3,969,161.289 715,813.869 MT 1.00017395 +1 23 59.3 EZ0910 EZ0910! - Elev Factor x Scale Factor = Combined Factor EZ0910!SPC NC - 0.99998893 x 0.99992571 = 0.99991464 EZ0910!UTM 17 - 0.99998893 x 1.00017395 = 1.00016288 EZ0910 EZ0910: Primary Azimuth Mark Grid Az EZ0910:SPC NC - SPUR 198 01 50.5 EZ0910:UTM 17 - SPUR 196 51 20.7 EZ0910 EZ0910|---------------------------------------------------------------------| EZ0910| PID Reference Object Distance Geod. Az | EZ0910| dddmmss.s | EZ0910| EZ0909 SPUR 474.943 METERS 1981520.0 | EZ0910|---------------------------------------------------------------------| EZ0910 EZ0910 SUPERSEDED SURVEY CONTROL EZ0910 EZ0910 NAD 27 - 35 50 33.94406(N) 078 36 38.47778(W) AD( ) 2 EZ0910 NGVD 29 (03/05/92) 103.660 (m) 340.09 (f) ADJUSTED 1 2 EZ0910 EZ0910.Superseded values are not recommended for survey control. EZ0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0910.See file dsdata.txt to determine how the superseded data were derived. EZ0910 EZ0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1581469161(NAD 83) EZ0910_MARKER: DE = TRAVERSE STATION DISK EZ0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0910_SP_SET: CONCRETE POST EZ0910_STAMPING: BISHOP 1972 EZ0910_MARK LOGO: NCGS EZ0910_PROJECTION: RECESSED 3 CENTIMETERS EZ0910_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0910+STABILITY: SURFACE MOTION EZ0910 EZ0910 HISTORY - Date Condition Report By EZ0910 HISTORY - 1972 MONUMENTED NCGS EZ0910 HISTORY - 1972 GOOD NCGS EZ0910 HISTORY - 1980 GOOD NCGS EZ0910 HISTORY - 1984 GOOD NCGS EZ0910 HISTORY - 1984 GOOD NCGS EZ0910 HISTORY - 19870501 GOOD NCGS EZ0910 EZ0910 STATION DESCRIPTION EZ0910 EZ0910'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ0910'BISHOP IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0910'VICINITY OF MILLBROOK, RALEIGH, NORTH CAROLINA. EZ0910' EZ0910'BISHOP IS LOCATED APPROXIMATELY 0.6 MILE SW OF MILLBROOK, AND 4.6 EZ0910'MILES NNE OF CAPITOL SQUARE IN RALEIGH. TO REACH STATION FROM EZ0910'MILLBROOK UNITED METHODIST CHURCH IN MILLBROOK, PROCEED SOUTH ALONG EZ0910'WAKE FOREST ROAD (SR 2030) FOR 0.55 MILE TO INTERSECTION WITH EZ0910'HONEYSUCKLE ROAD (SR 2032) AND STATION WEST OF INTERSECTION. EZ0910'APPROXIMATELY 0.5 MILE NORTH OF EAST GATE SHOPPING CENTER. EZ0910' EZ0910'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BISHOP EZ0910'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 3 EZ0910'INCHES BELOW THE SURFACE OF THE GROUND. EZ0910' EZ0910'MARK IS EZ0910'21.2 FEET NW OF A C/L OF WAKE FOREST RD. (SR 2030). EZ0910'33.3 FEET SW OF A C/L OF DRIVEWAY (WEST TO TWO STORY HOME). EZ0910'44.8 FEET SSW OF ALUMINUM REF. TAG ON TP NO. 178. EZ0910'86.3 FEET NNE OF ALUMINUM REF. TAG ON TP NO. 177. EZ0910'48.3 FEET E OF ALUMINUM REF. TAG ON WHITE OAK. EZ0910 EZ0910 STATION RECOVERY (1972) EZ0910 EZ0910'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0910'0.6 MI SW FROM MILLBROOK. EZ0910'BISHOP IS LOCATED APPROXIMATELY 4.6 MILES NNE OF CAPITOL SQUARE IN EZ0910'RALEIGH. TO REACH STATION FROM MILLBROOK UNITED METHODIST CHURCH EZ0910'IN MILLBROOK, PROCEED SOUTH ALONG WAKE FOREST ROAD (SR 2030) FOR EZ0910'0.55 MILES TO INTERSECTION WITH HONEYSUCKLE ROAD (SR 2032) AND EZ0910'STATION WEST OF INTERSECTION, APPROXIMATELY 0.5 MILES NORTH OF EZ0910'EAST GATE SHOPPING CENTER, 21.2 FT NW OF C/L OF WAKE FOREST ROAD EZ0910'(SR 2030), 33.3 FT SW OF C/L OF DRIVEWAY (WEST TO TWO STORY HOME), EZ0910'44.8 FT SSW OF ALUMINUM REF. TAG ON TP 178, 86.3 FT NNE OF ALUMINUM EZ0910'REF. TAG ON TP 177, AND 48.3 FT E OF ALUMINUM REF. TAG ON WHITE EZ0910'OAK. DISK IS SET IN THE TOP OF A CONCRETE CYLINDER 3 INCHES EZ0910'BELOW THE SURFACE OF THE GROUND. EZ0910 EZ0910 STATION RECOVERY (1980) EZ0910 EZ0910'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ0910'0.55 MILE SOUTH ALONG SR 2030 (OLD WAKE FOREST ROAD) FROM JUNCTION EZ0910'WITH SR 2018 (MILLBROOK DRIVE) AT MILLBROOK UNITED METHODIST EZ0910'CHURCH, ACROSS INTERSECTION FROM SR 2032 (HONEYSUCKLE ROAD), EZ0910'53.8 FEET SOUTH-SOUTHWEST OF CENTERLINE INTERSECTION, 21.2 FEET EZ0910'NORTHWEST OF CENTERLINE OF SR 2030, 33.3 FEET SOUTHWEST OF EZ0910'CENTERLINE OF DRIVE TO TWO-STORY HOUSE, 44.8 FEET SOUTH-SOUTHWEST EZ0910'OF TELEPHONE POLE 178 WITH REFERENCE TAG AND 48.3 FEET EAST OF WHITE EZ0910'OAK WITH REFERENCE TAG, 86.3 FEET NORTH-NORTHEAST OF TELEPHONE POLE EZ0910'177 WITH REFERENCE TAG. EZ0910'THE MARK IS ABOVE LEVEL WITH ROAD INTERSECTION. EZ0910 EZ0910 STATION RECOVERY (1984) EZ0910 EZ0910'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ0910'THE STATION WAS RECOVERED AT THIS DATE. EZ0910'STATION IS IN GOOD CONDITION AS DESCRIBED. EZ0910' EZ0910'NCGS EZ0910 EZ0910 STATION RECOVERY (1984) EZ0910 EZ0910'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ0910'RECOVERED IN GOOD CONDITION. EZ0910 EZ0910 STATION RECOVERY (1987) EZ0910 EZ0910'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ0910'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2237 *********************************************************************** EZ2237 DESIGNATION - BLALOCK EZ2237 PID - EZ2237 EZ2237 STATE/COUNTY- NC/WAKE EZ2237 USGS QUAD - ANGIER (1993) EZ2237 EZ2237 *CURRENT SURVEY CONTROL EZ2237 ___________________________________________________________________ EZ2237* NAD 83(1986)- 35 35 27.74850(N) 078 41 25.20275(W) ADJUSTED EZ2237* NAVD 88 - 108.950 (meters) 357.45 (feet) ADJUSTED EZ2237 ___________________________________________________________________ EZ2237 LAPLACE CORR- -5.73 (seconds) DEFLEC99 EZ2237 GEOID HEIGHT- -33.02 (meters) GEOID03 EZ2237 DYNAMIC HT - 108.854 (meters) 357.13 (feet) COMP EZ2237 MODELED GRAV- 979,756.8 (mgal) NAVD 88 EZ2237 EZ2237 HORZ ORDER - SECOND EZ2237 VERT ORDER - SECOND CLASS II EZ2237 EZ2237.The North Carolina HARNS have been completed but, EZ2237.due to contractual restrictions, coordinates for these stations EZ2237.will NOT be published in the near future. In the interim, the EZ2237.published coordinates in North Carolina will not be EZ2237.consistent with the Continuously Operating Reference Stations EZ2237.(CORS). The HARN coordinates for these stations are available EZ2237.upon request. Contact Gary Thompson(919-733-3836). EZ2237. EZ2237.In addition, the published North Carolina positions EZ2237.(NAD 83 (1986)) are NOT consistent with those determined in EZ2237.adjacent state readjustments. The discontinuity between stations EZ2237.located in North Carolina and those in adjacent states EZ2237.which have been adjusted to the HARN may be as much as 5 EZ2237.decimeters. This will result in a significant loss of accuracy EZ2237.over lines crossing such state borders. EZ2237 EZ2237 EZ2237.The horizontal coordinates were established by classical geodetic methods EZ2237.and adjusted by the National Geodetic Survey in July 1986. EZ2237 EZ2237.The orthometric height was determined by differential leveling EZ2237.and adjusted by the National Geodetic Survey in June 1991. EZ2237 EZ2237.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2237 EZ2237.The geoid height was determined by GEOID03. EZ2237 EZ2237.The dynamic height is computed by dividing the NAVD 88 EZ2237.geopotential number by the normal gravity value computed on the EZ2237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2237.degrees latitude (g = 980.6199 gals.). EZ2237 EZ2237.The modeled gravity was interpolated from observed gravity values. EZ2237 EZ2237; North East Units Scale Factor Converg. EZ2237;SPC NC - 204,272.020 637,662.151 MT 0.99989007 +0 10 43.4 EZ2237;SPC NC - 670,182.45 2,092,063.24 sFT 0.99989007 +0 10 43.4 EZ2237;UTM 17 - 3,941,045.913 709,252.574 MT 1.00013961 +1 20 40.9 EZ2237 EZ2237! - Elev Factor x Scale Factor = Combined Factor EZ2237!SPC NC - 0.99998808 x 0.99989007 = 0.99987815 EZ2237!UTM 17 - 0.99998808 x 1.00013961 = 1.00012769 EZ2237 EZ2237: Primary Azimuth Mark Grid Az EZ2237:SPC NC - RUFUS 286 03 21.0 EZ2237:UTM 17 - RUFUS 284 53 23.5 EZ2237 EZ2237|---------------------------------------------------------------------| EZ2237| PID Reference Object Distance Geod. Az | EZ2237| dddmmss.s | EZ2237| EZ2238 188 DRD 22.008 METERS 02512 | EZ2237| EZ2239 RUFUS APPROX. 0.7 KM 2861404.4 | EZ2237|---------------------------------------------------------------------| EZ2237 EZ2237 SUPERSEDED SURVEY CONTROL EZ2237 EZ2237 NAD 27 - 35 35 27.18798(N) 078 41 26.16944(W) AD( ) 2 EZ2237 NGVD 29 (??/??/92) 109.211 (m) 358.30 (f) ADJ UNCH 2 2 EZ2237 EZ2237.Superseded values are not recommended for survey control. EZ2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2237.See file dsdata.txt to determine how the superseded data were derived. EZ2237 EZ2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0925341046(NAD 83) EZ2237_MARKER: DE = TRAVERSE STATION DISK EZ2237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2237_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2237_STAMPING: BLALOCK 1976 EZ2237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2237+STABILITY: SURFACE MOTION EZ2237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ2237+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2005 EZ2237 EZ2237 HISTORY - Date Condition Report By EZ2237 HISTORY - 1976 MONUMENTED NCGS EZ2237 HISTORY - 1976 GOOD NCGS EZ2237 HISTORY - 20050127 GOOD GEOCAC EZ2237 EZ2237 STATION DESCRIPTION EZ2237 EZ2237'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2237'BLALOCK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2237'IN THE VICINITY OF WILLOW SPRINGS, NORTH CAROLINA. EZ2237' EZ2237'BLALOCK IS LOCATED APPROXIMATELY 2.3 MILES EAST OF WILLOW SPRINGS EZ2237'AND 9.5 MILES SSW OF GARNER. TO REACH STATION FROM INTERSECTION OF EZ2237'NC 42 WITH NC 55 NEAR THEIR JUNCTION WITH U.S. 401 EAST OF EZ2237'FUQUAY-VARINA, PROCEED EASTERLY ALONG NC 42 FOR 4.0 MILES TO EZ2237'INTERSECTION WITH SR 1006 AT BLALOCKS CROSSROADS AND STATION ON EZ2237'LEFT, IN NORTHEAST QUADRANT OF INTERSECTION AND IN FRONT OF A EZ2237'SMALL AUTO REPAIR GARAGE. EZ2237' EZ2237'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2237'BLALOCK 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2237'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 2 FEET EZ2237'HIGHER THAN ROAD SURFACE. EZ2237' EZ2237'MARK IS 29.4 FT NNE OF C/L OF NC 42 EZ2237' EZ2237'67.6 FT E OF C/L OF SR 1006 EZ2237' EZ2237'60.0 FT E OF C/L CROSSROADS INTERSECTION (PULLED FROM PK EZ2237'NAIL IN CAP) EZ2237' EZ2237'40.0 FT SSE OF TELEPHONE PEDESTAL 57 WITH POLE AND WITH EZ2237'ALUMINUM REF. TAG EZ2237' EZ2237'104.5 FT NW OF CENTER OF TOP OF WESTERNMOST END OF CONCRETE EZ2237'CULVERT UNDER EAST ENTRANCE TO AUTO REPAIR GARAGE EZ2237' EZ2237'72.6 FT SSW OF BM 188 DRD IN CENTER OF GAS PUMP ISLAND EZ2237'IN FRONT OF GARAGE EZ2237 EZ2237 STATION RECOVERY (1976) EZ2237 EZ2237'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2237'2.3 MI E FROM WILLOW SPRINGS. EZ2237'TO REACH STATION FROM INTERSECTION OF NC 42 WITH NC 55 NEAR THEIR EZ2237'JUNCTION WITH US 401 EAST OF FUQUAY-VARINA, PROCEED EASTERLY ALONG NC EZ2237'42 FOR 4.0 MILES TO INTERSECTION WITH SR 1006 AT BLALOCKS CROSSROADS EZ2237'AND STATION ON LEFT, IN NORTHEAST QUADRANT OF INTERSECTION AND IN EZ2237'FRONT OF A SMALL AUTO REPAIR GARAGE. 29.4 FT. NNE OF CENTERLINE OF NC EZ2237'42, 67.6 FT. E OF CENTERLINE OF SR 1006, 60.0 FT. E OF CENTERLINE EZ2237'CROSSROADS INTERSECTION (PULLED FROM PK NAIL IN CAP), 40.0 FT. SSE OF EZ2237'TELEPHONE PEDESTAL NO. 57 WITH POLE AND WITH ALUMINUM REF. TAG, 104.5 EZ2237'FT. NW OF CENTER OF TOP OF WESTERNMOST END OF CONCRETE CULVERT UNDER EZ2237'EAST ENTRANCE TO AUTO REPAIR GARAGE AND 72.6 FT. SSW OF BM 188 DRD IN EZ2237'CENTER OF GAS PUMP ISLAND IN FRONT OF GARAGE. DISK IS SET IN CONCRETE EZ2237'CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 2 FEET HIGHER EZ2237'THAN ROAD SURFACE. EZ2237 EZ2237 STATION RECOVERY (2005) EZ2237 EZ2237'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ2237'BUILDING IS VACANT. DISK OKAY, BUT PITTED. MONUMENT PROJECTS FOUR EZ2237'INCHES. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5115 *********************************************************************** EZ5115 DESIGNATION - BLUE RIDGE EZ5115 PID - EZ5115 EZ5115 STATE/COUNTY- NC/WAKE EZ5115 USGS QUAD - RALEIGH WEST (1988) EZ5115 EZ5115 *CURRENT SURVEY CONTROL EZ5115 ___________________________________________________________________ EZ5115* NAD 83(1986)- 35 49 34.52282(N) 078 41 39.78721(W) ADJUSTED EZ5115* NAVD 88 - 122.6 (meters) 402. (feet) VERTCON EZ5115 ___________________________________________________________________ EZ5115 LAPLACE CORR- -6.96 (seconds) DEFLEC99 EZ5115 GEOID HEIGHT- -32.56 (meters) GEOID03 EZ5115 EZ5115 HORZ ORDER - SECOND EZ5115 EZ5115.The North Carolina HARNS have been completed but, EZ5115.due to contractual restrictions, coordinates for these stations EZ5115.will NOT be published in the near future. In the interim, the EZ5115.published coordinates in North Carolina will not be EZ5115.consistent with the Continuously Operating Reference Stations EZ5115.(CORS). The HARN coordinates for these stations are available EZ5115.upon request. Contact Gary Thompson(919-733-3836). EZ5115. EZ5115.In addition, the published North Carolina positions EZ5115.(NAD 83 (1986)) are NOT consistent with those determined in EZ5115.adjacent state readjustments. The discontinuity between stations EZ5115.located in North Carolina and those in adjacent states EZ5115.which have been adjusted to the HARN may be as much as 5 EZ5115.decimeters. This will result in a significant loss of accuracy EZ5115.over lines crossing such state borders. EZ5115 EZ5115 EZ5115.The horizontal coordinates were established by classical geodetic methods EZ5115.and adjusted by the National Geodetic Survey in July 1986. EZ5115 EZ5115.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5115 EZ5115.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5115 EZ5115.The geoid height was determined by GEOID03. EZ5115 EZ5115; North East Units Scale Factor Converg. EZ5115;SPC NC - 230,366.243 637,214.704 MT 0.99992275 +0 10 35.0 EZ5115;SPC NC - 755,793.25 2,090,595.24 sFT 0.99992275 +0 10 35.0 EZ5115;UTM 17 - 3,967,131.615 708,272.263 MT 1.00013454 +1 21 00.1 EZ5115 EZ5115! - Elev Factor x Scale Factor = Combined Factor EZ5115!SPC NC - 0.99998586 x 0.99992275 = 0.99990862 EZ5115!UTM 17 - 0.99998586 x 1.00013454 = 1.00012040 EZ5115 EZ5115: Primary Azimuth Mark Grid Az EZ5115:SPC NC - MEREDITH 174 48 01.9 EZ5115:UTM 17 - MEREDITH 173 37 36.8 EZ5115 EZ5115|---------------------------------------------------------------------| EZ5115| PID Reference Object Distance Geod. Az | EZ5115| dddmmss.s | EZ5115| EZ5133 MEREDITH APPROX. 2.9 KM 1745836.9 | EZ5115| EZ5172 PAULS 322.768 METERS 24803 | EZ5115|---------------------------------------------------------------------| EZ5115 EZ5115 SUPERSEDED SURVEY CONTROL EZ5115 EZ5115 NAD 27 - 35 49 33.98526(N) 078 41 40.77209(W) AD( ) 2 EZ5115 NGVD 29 (07/19/86) 122.9 (m) 403. (f) VERT ANG EZ5115 EZ5115.Superseded values are not recommended for survey control. EZ5115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5115.See file dsdata.txt to determine how the superseded data were derived. EZ5115 EZ5115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0827267132(NAD 83) EZ5115_STAMPING: BLUE RIDGE 1961 EZ5115_MARK LOGO: NCGS EZ5115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5115+STABILITY: SURFACE MOTION EZ5115 EZ5115 HISTORY - Date Condition Report By EZ5115 HISTORY - 1961 FIRST OBSERVED NCGS EZ5115 HISTORY - 1973 GOOD NCGS EZ5115 HISTORY - 19860301 SEE DESCRIPTION NCGS EZ5115 HISTORY - 20040523 MARK NOT FOUND USPSQD EZ5115 EZ5115 STATION DESCRIPTION EZ5115 EZ5115'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ5115'BLUE RIDGE IS A N.C. GEODETIC SURVEY TRAVERSE STATION EZ5115'ESTABLISHED IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5115' EZ5115'BLUE RIDGE IS 4.65 MILES WNW OF RALEIGH. PROCEED W ON EZ5115'HILLSBORO STREET 4.0 MILES, TURN RIGHT ON PRISON FARM EZ5115'RD. (SR 1664), GO 1.9 MILES TO TYSONVILLE, BEAR RIGHT ON EZ5115'BLUE RIDGE ROAD (SR 1670) AND GO 0.7 MILES TO STATION JUST EZ5115'E OF POWER LINE ON S SIDE OF ROAD. EZ5115' EZ5115'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ5115'BLUE RIDGE 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE EZ5115'TOP OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5115' EZ5115'MARK IS EZ5115' EZ5115'3.1 FT NW OF TP 17 WITH ALUMINUM REF. TAG EZ5115' EZ5115'57.4 FT NNE OF PP 360 WITH ALUMINUM REF. TAG (MOST EASTERN POLE) EZ5115' EZ5115'62.7 FT NE OF PP WITH ALUMINUM REF. TAG (MOST WESTERN POLE) EZ5115' EZ5115'35.1 FT SE OF C/L OF BLUE RIDGE RD. EZ5115 EZ5115 STATION RECOVERY (1973) EZ5115 EZ5115'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EZ5115'GOOD AS DESCRIBED. EZ5115 EZ5115 STATION RECOVERY (1986) EZ5115 EZ5115'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ5115'MARK NOT FOUND. AN EDM MEASUREMENT WAS MADE FROM STATION--PAULS--. EZ5115'MARK APPEARS TO HAVE BEEN DESTROYED BY DRIVEWAY AND SIDEWALK EZ5115'CONSTRUCTION. EZ5115 EZ5115 STATION RECOVERY (2004) EZ5115 EZ5115'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ5115'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0823 *********************************************************************** EZ0823 DESIGNATION - BOARD EZ0823 PID - EZ0823 EZ0823 STATE/COUNTY- NC/WAKE EZ0823 USGS QUAD - WAKE FOREST (1987) EZ0823 EZ0823 *CURRENT SURVEY CONTROL EZ0823 ___________________________________________________________________ EZ0823* NAD 83(1986)- 35 58 20.22900(N) 078 33 13.93286(W) ADJUSTED EZ0823* NAVD 88 - 112.556 (meters) 369.28 (feet) ADJUSTED EZ0823 ___________________________________________________________________ EZ0823 LAPLACE CORR- -6.93 (seconds) DEFLEC99 EZ0823 GEOID HEIGHT- -32.75 (meters) GEOID03 EZ0823 DYNAMIC HT - 112.461 (meters) 368.97 (feet) COMP EZ0823 MODELED GRAV- 979,785.8 (mgal) NAVD 88 EZ0823 EZ0823 HORZ ORDER - SECOND EZ0823 VERT ORDER - SECOND CLASS 0 EZ0823 EZ0823.The North Carolina HARNS have been completed but, EZ0823.due to contractual restrictions, coordinates for these stations EZ0823.will NOT be published in the near future. In the interim, the EZ0823.published coordinates in North Carolina will not be EZ0823.consistent with the Continuously Operating Reference Stations EZ0823.(CORS). The HARN coordinates for these stations are available EZ0823.upon request. Contact Gary Thompson(919-733-3836). EZ0823. EZ0823.In addition, the published North Carolina positions EZ0823.(NAD 83 (1986)) are NOT consistent with those determined in EZ0823.adjacent state readjustments. The discontinuity between stations EZ0823.located in North Carolina and those in adjacent states EZ0823.which have been adjusted to the HARN may be as much as 5 EZ0823.decimeters. This will result in a significant loss of accuracy EZ0823.over lines crossing such state borders. EZ0823 EZ0823 EZ0823.The horizontal coordinates were established by classical geodetic methods EZ0823.and adjusted by the National Geodetic Survey in March 1998. EZ0823 EZ0823.The orthometric height was determined by differential leveling EZ0823.and adjusted by the National Geodetic Survey in June 1991. EZ0823 EZ0823.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0823 EZ0823.The geoid height was determined by GEOID03. EZ0823 EZ0823.The dynamic height is computed by dividing the NAVD 88 EZ0823.geopotential number by the normal gravity value computed on the EZ0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0823.degrees latitude (g = 980.6199 gals.). EZ0823 EZ0823.The modeled gravity was interpolated from observed gravity values. EZ0823 EZ0823; North East Units Scale Factor Converg. EZ0823;SPC NC - 246,616.138 649,837.909 MT 0.99995154 +0 15 27.0 EZ0823;SPC NC - 809,106.45 2,132,009.87 sFT 0.99995154 +0 15 27.0 EZ0823;UTM 17 - 3,983,641.117 720,561.918 MT 1.00019947 +1 26 14.7 EZ0823 EZ0823! - Elev Factor x Scale Factor = Combined Factor EZ0823!SPC NC - 0.99998748 x 0.99995154 = 0.99993902 EZ0823!UTM 17 - 0.99998748 x 1.00019947 = 1.00018694 EZ0823 EZ0823: Primary Azimuth Mark Grid Az EZ0823:SPC NC - GRENSHAW 038 16 01.2 EZ0823:UTM 17 - GRENSHAW 037 05 13.5 EZ0823 EZ0823|---------------------------------------------------------------------| EZ0823| PID Reference Object Distance Geod. Az | EZ0823| dddmmss.s | EZ0823| EZ0822 GRENSHAW 444.378 METERS 0383128.2 | EZ0823| EZ0824 SODA 335.733 METERS 24100 | EZ0823|---------------------------------------------------------------------| EZ0823 EZ0823 SUPERSEDED SURVEY CONTROL EZ0823 EZ0823 NAD 83(1986)- 35 58 20.23089(N) 078 33 13.93978(W) AD( ) 2 EZ0823 NAD 27 - 35 58 19.69455(N) 078 33 14.93662(W) AD( ) 2 EZ0823 NGVD 29 (??/??/92) 112.826 (m) 370.16 (f) ADJ UNCH 2 0 EZ0823 EZ0823.Superseded values are not recommended for survey control. EZ0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0823.See file dsdata.txt to determine how the superseded data were derived. EZ0823 EZ0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2056283641(NAD 83) EZ0823_MARKER: DE = TRAVERSE STATION DISK EZ0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0823_SP_SET: TREE EZ0823_STAMPING: BOARD 1970 EZ0823_MARK LOGO: NCGS EZ0823_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0823+STABILITY: SURFACE MOTION EZ0823 EZ0823 HISTORY - Date Condition Report By EZ0823 HISTORY - 1970 MONUMENTED NCGS EZ0823 HISTORY - 1972 GOOD NCGS EZ0823 HISTORY - 19850101 GOOD NCGS EZ0823 HISTORY - 1987 GOOD USPSQD EZ0823 HISTORY - 1987 GOOD USPSQD EZ0823 EZ0823 STATION DESCRIPTION EZ0823 EZ0823'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ0823'BOARD IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0823'VICINITY OF NORTHWEST WAKE COUNTY. EZ0823' EZ0823'BOARD IS LOCATED APPROXIMATELY 2.5 MILES WEST OF WAKE FOREST. TO EZ0823'REACH STATION PROCEED FROM THE INTERSECTION OF US 1 AND NC 98, GO EZ0823'WEST ON NC 98 FOR 0.65 MILE TO INTERSECTION OF NC 98 AND SR 1928, EZ0823'CONTINUE WEST ON NC 98 FOR 0.75 MILE TO STATION ON LEFT, EZ0823'APPROXIMATELY 30 FEET WEST OF LANE LEADING INTO WOODS, AND 0.3 MILE EZ0823'EAST OF INTERSECTION OF NC 98 AND SR 1923. EZ0823' EZ0823'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ0823'BOARD 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ0823'IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0823' EZ0823'MARK IS-- EZ0823'39.7 FEET SSE OF C/L OF NC 98. EZ0823'24.1 FEET SSW OF ALUMINUM REF. TAG ON PP NO. 47. EZ0823'33.5 FEET SW OF C/L OF LANE. EZ0823'10.1 FEET WSW OF ALUMINUM REF. TAG ON 10 INCH LOBLOLLY PINE. EZ0823'16.9 FEET NNE OF ALUMINUM REF. TAG ON 14 INCH LOBLOLLY PINE. EZ0823 EZ0823 STATION RECOVERY (1972) EZ0823 EZ0823'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0823'2.5 MI W FROM WAKE FOREST. EZ0823'FROM INTERSECTION OF U.S. 1 AND NC 98 GO W ON NC 98 FOR 0.65 MILE EZ0823'TO INTERSECTION OF NC 98 AND SR 1928, CONTINUE W ON NC 98 FOR EZ0823'0.75 MILE TO STATION ON LEFT, APPROX. 30 FT. W OF LANE LEADING EZ0823'INTO WOODS, AND 0.3 MILE E OF INTERSECTION OF NC 98 AND SR 1923, EZ0823'39.7 FT SSE OF C/L OF NC 98, 24.1 FT SSW OF ALUM. REF. TAG ON EZ0823'PP 47, 33.5 FT SW OF C/L OF LANE, 10.1 FT WSW OF ALUM. REF. TAG EZ0823'ON 10 INCH LOBLOLLY PINE AND 16.9 FT NNE OF ALUM. REF. TAG ON 14 EZ0823'INCH LOBLOLLY PINE. STATION IS FLUSH WITH THE GROUND. EZ0823 EZ0823 STATION RECOVERY (1985) EZ0823 EZ0823'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0823'STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) WEST OF WAKE FOREST. PROCEED EZ0823'ALONG NC 98 FOR 1.2 KM (0.75 MI) WEST FROM THE US 1 OVERPASS THENCE EZ0823'SOUTHWEST ALONG SR 1967 (OLD NC 98) FOR 0.4 KM (0.25 MI) , TO A WOODS EZ0823'ROAD SOUTH, AND STATION IN THE SOUTHWEST QUADRANT OF THE INTERSECTION. EZ0823'LOCATED 12.1 M (39.7 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD, 8.8 EZ0823'M (28.9 FT) WEST OF THE CENTER OF THE WOODS ROAD--AND 7.3 M (24.0 FT) EZ0823'SOUTH-SOUTHWEST OF POWER POLE (47), 5.0 M (16.4 FT) NORTH-NORTHEAST OF EZ0823'A 16-INCH PINE, 2.4 M (7.9 FT) WEST-SOUTHWEST OF A 12-INCH PINE--ALL EZ0823'WITH REFERENCE TAGS. MARK IS ABOUT LEVEL WITH THE ROAD. EZ0823 EZ0823 STATION RECOVERY (1987) EZ0823 EZ0823'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWM) EZ0823'RECOVERED IN GOOD CONDITION. EZ0823 EZ0823 STATION RECOVERY (1987) EZ0823 EZ0823'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ0823'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6638 *********************************************************************** EZ6638 DESIGNATION - BODY SHOP EZ6638 PID - EZ6638 EZ6638 STATE/COUNTY- NC/WAKE EZ6638 USGS QUAD - FUQUAY-VARINA (1993) EZ6638 EZ6638 *CURRENT SURVEY CONTROL EZ6638 ___________________________________________________________________ EZ6638* NAD 83(1986)- 35 35 57.58181(N) 078 48 04.10539(W) ADJUSTED EZ6638* NAVD 88 - 133.3 (meters) 437. (feet) VERTCON EZ6638 ___________________________________________________________________ EZ6638 LAPLACE CORR- -4.75 (seconds) DEFLEC99 EZ6638 GEOID HEIGHT- -32.67 (meters) GEOID03 EZ6638 EZ6638 HORZ ORDER - SECOND EZ6638 EZ6638.The North Carolina HARNS have been completed but, EZ6638.due to contractual restrictions, coordinates for these stations EZ6638.will NOT be published in the near future. In the interim, the EZ6638.published coordinates in North Carolina will not be EZ6638.consistent with the Continuously Operating Reference Stations EZ6638.(CORS). The HARN coordinates for these stations are available EZ6638.upon request. Contact Gary Thompson(919-733-3836). EZ6638. EZ6638.In addition, the published North Carolina positions EZ6638.(NAD 83 (1986)) are NOT consistent with those determined in EZ6638.adjacent state readjustments. The discontinuity between stations EZ6638.located in North Carolina and those in adjacent states EZ6638.which have been adjusted to the HARN may be as much as 5 EZ6638.decimeters. This will result in a significant loss of accuracy EZ6638.over lines crossing such state borders. EZ6638 EZ6638 EZ6638.The horizontal coordinates were established by classical geodetic methods EZ6638.and adjusted by the National Geodetic Survey in March 1993. EZ6638 EZ6638.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6638 EZ6638.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6638 EZ6638.The geoid height was determined by GEOID03. EZ6638 EZ6638; North East Units Scale Factor Converg. EZ6638;SPC NC - 205,165.658 627,619.416 MT 0.99989093 +0 06 53.2 EZ6638;SPC NC - 673,114.33 2,059,114.70 sFT 0.99989093 +0 06 53.2 EZ6638;UTM 17 - 3,941,735.193 699,191.487 MT 1.00008896 +1 16 49.5 EZ6638 EZ6638! - Elev Factor x Scale Factor = Combined Factor EZ6638!SPC NC - 0.99998420 x 0.99989093 = 0.99987513 EZ6638!UTM 17 - 0.99998420 x 1.00008896 = 1.00007316 EZ6638 EZ6638 SUPERSEDED SURVEY CONTROL EZ6638 EZ6638 NGVD 29 (03/10/93) 133.6 (m) 438. (f) VERT ANG EZ6638 EZ6638.Superseded values are not recommended for survey control. EZ6638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6638.See file dsdata.txt to determine how the superseded data were derived. EZ6638 EZ6638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9919141735(NAD 83) EZ6638_MARKER: DE = TRAVERSE STATION DISK EZ6638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6638_SP_SET: CONCRETE POST EZ6638_STAMPING: BODY SHOP 1983 EZ6638_MARK LOGO: NCGS EZ6638_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ6638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6638+STABILITY: SURFACE MOTION EZ6638 EZ6638 HISTORY - Date Condition Report By EZ6638 HISTORY - 1983 MONUMENTED NCGS EZ6638 EZ6638 STATION DESCRIPTION EZ6638 EZ6638'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 EZ6638'STATION IS LOCATED IN FUQUAY VARINA. EZ6638'ALONG NC 55 NORTH, AT THE Y INTERSECTION WITH WAKE CHAPEL ROAD, AND EZ6638'ACROSS THE HIGHWAY FROM TILLERY BROTHERS BODY SHOP. EZ6638'THE STATION IS A STANDARD NCGS DISK STAMPED---BODY SHOP 1983---, SET EZ6638'INTO THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER RECESSED EZ6638'15 CM BELOW GROUND. LOCATED 4.72 METERS (15.5 FT) SOUTHWEST FROM THE EZ6638'CENTERLINE OF HIGHWAY, 20.30 METERS (66.6 FT) EAST-NORTHEAST FROM THE EZ6638'CENTERLINE OF WAKE CHAPEL ROAD, 38.1 METERS (125 FT) SOUTHEAST OF EZ6638'SOUTH END OF SOUTHMOST ISLAND 12.37 METERS (40.6 FT) WEST-SOUTHWEST EZ6638'FROM THE NORTHWEST END OF CULVERT UNDER DIRT STREET, 11.80 METERS EZ6638'(38.7 FT) NORTH-NORTHWEST FROM A METAL POST OF--EAST NC 55--SIGN, EZ6638'17.25 METERS (56.6 FT) SOUTHEAST FROM A TELEPHONE POLE WITH REFERENCE EZ6638'TAG, AND 19.39 METERS (63.6 FT) WEST-NORTHWEST FROM A HYDRANT. EZ6638'STATION IS LEVEL WITH HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2528 *********************************************************************** EZ2528 DESIGNATION - BONDED EZ2528 PID - EZ2528 EZ2528 STATE/COUNTY- NC/WAKE EZ2528 USGS QUAD - RALEIGH WEST (1988) EZ2528 EZ2528 *CURRENT SURVEY CONTROL EZ2528 ___________________________________________________________________ EZ2528* NAD 83(1986)- 35 48 07.44060(N) 078 37 46.04459(W) ADJUSTED EZ2528* NAVD 88 - 70.310 (meters) 230.68 (feet) ADJUSTED EZ2528 ___________________________________________________________________ EZ2528 LAPLACE CORR- -7.59 (seconds) DEFLEC99 EZ2528 GEOID HEIGHT- -32.90 (meters) GEOID03 EZ2528 DYNAMIC HT - 70.249 (meters) 230.48 (feet) COMP EZ2528 MODELED GRAV- 979,773.7 (mgal) NAVD 88 EZ2528 EZ2528 HORZ ORDER - SECOND EZ2528 VERT ORDER - SECOND CLASS II EZ2528 EZ2528.The North Carolina HARNS have been completed but, EZ2528.due to contractual restrictions, coordinates for these stations EZ2528.will NOT be published in the near future. In the interim, the EZ2528.published coordinates in North Carolina will not be EZ2528.consistent with the Continuously Operating Reference Stations EZ2528.(CORS). The HARN coordinates for these stations are available EZ2528.upon request. Contact Gary Thompson(919-733-3836). EZ2528. EZ2528.In addition, the published North Carolina positions EZ2528.(NAD 83 (1986)) are NOT consistent with those determined in EZ2528.adjacent state readjustments. The discontinuity between stations EZ2528.located in North Carolina and those in adjacent states EZ2528.which have been adjusted to the HARN may be as much as 5 EZ2528.decimeters. This will result in a significant loss of accuracy EZ2528.over lines crossing such state borders. EZ2528 EZ2528 EZ2528.The horizontal coordinates were established by classical geodetic methods EZ2528.and adjusted by the National Geodetic Survey in July 1986. EZ2528 EZ2528.The orthometric height was determined by differential leveling EZ2528.and adjusted by the National Geodetic Survey in June 1991. EZ2528 EZ2528.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2528 EZ2528.The geoid height was determined by GEOID03. EZ2528 EZ2528.The dynamic height is computed by dividing the NAVD 88 EZ2528.geopotential number by the normal gravity value computed on the EZ2528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2528.degrees latitude (g = 980.6199 gals.). EZ2528 EZ2528.The modeled gravity was interpolated from observed gravity values. EZ2528 EZ2528; North East Units Scale Factor Converg. EZ2528;SPC NC - 227,702.493 643,091.241 MT 0.99991861 +0 12 49.9 EZ2528;SPC NC - 747,053.93 2,109,875.18 sFT 0.99991861 +0 12 49.9 EZ2528;UTM 17 - 3,964,588.195 714,203.483 MT 1.00016542 +1 23 14.2 EZ2528 EZ2528! - Elev Factor x Scale Factor = Combined Factor EZ2528!SPC NC - 0.99999413 x 0.99991861 = 0.99991274 EZ2528!UTM 17 - 0.99999413 x 1.00016542 = 1.00015955 EZ2528 EZ2528: Primary Azimuth Mark Grid Az EZ2528:SPC NC - BELLS 246 24 32.0 EZ2528:UTM 17 - BELLS 245 14 07.7 EZ2528 EZ2528|---------------------------------------------------------------------| EZ2528| PID Reference Object Distance Geod. Az | EZ2528| dddmmss.s | EZ2528| EZ2527 SHONEYS 477.378 METERS 0970447.8 | EZ2528| EZ2529 BELLS APPROX. 1.0 KM 2463721.9 | EZ2528|---------------------------------------------------------------------| EZ2528 EZ2528 SUPERSEDED SURVEY CONTROL EZ2528 EZ2528 NAD 27 - 35 48 06.89994(N) 078 37 47.03009(W) AD( ) 2 EZ2528 NGVD 29 (??/??/92) 70.589 (m) 231.59 (f) ADJ UNCH 2 2 EZ2528 EZ2528.Superseded values are not recommended for survey control. EZ2528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2528.See file dsdata.txt to determine how the superseded data were derived. EZ2528 EZ2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1420364588(NAD 83) EZ2528_MARKER: DE = TRAVERSE STATION DISK EZ2528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2528_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2528_STAMPING: BONDED 1967 EZ2528_MARK LOGO: NCGS EZ2528_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ2528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2528+STABILITY: SURFACE MOTION EZ2528 EZ2528 HISTORY - Date Condition Report By EZ2528 HISTORY - 1967 MONUMENTED NCGS EZ2528 HISTORY - 1976 GOOD NCGS EZ2528 HISTORY - 1984 GOOD USPSQD EZ2528 HISTORY - 19871013 GOOD NCGS EZ2528 EZ2528 STATION DESCRIPTION EZ2528 EZ2528'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ2528'BONDED IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2528'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ2528' EZ2528'BONDED IS LOCATED APPROXIMATELY 1.6 MILES NNE OF CAPITOL EZ2528'SQUARE. STATION IS 0.2 MILES NORTHWEST ALONG DOWNTOWN BLVD. FROM EZ2528'MAIN SEABOARD AIRLINE RR BRIDGE OVER OLD WAKE FOREST RD.. 0.6 MILE EZ2528'NORTHEAST OF FAIRVIEW RD. EXIT BRIDGE. APPROXIMATELY 300 FT EZ2528'SOUTHWEST OF OFFICE BUILDING OF RALEIGH BONDED WAREHOUSE, EZ2528'APPROXIMATELY 400 FT SOUTHEAST OF N. C. CONCRETE PRODUCTS EZ2528'CO. PLANT, ON NORTH SHOULDER OF S BOUND LANE OF DOWNTOWN BLVD. EZ2528' EZ2528'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2528'BONDED 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2528'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ2528' EZ2528'MARK IS EZ2528' EZ2528'78.5 FT ESE OF PP BETWEEN N AND S BOUND LANES OF NORTH EZ2528'BOULEVARD, WITH ALUMINUM REF. TAG EZ2528' EZ2528'33.1 FT W OF PP WITH STREET LAMP ON N SIDE OF S BOUND LANE EZ2528'OF N. BLVD. EZ2528' EZ2528'92.8 FT W OF 45 MPH WOODEN SPEED SIGN ON N SIDE OF SOUTH EZ2528'BOUND LANE OF N. BLVD. WITH ALUMINUM REF. TAG EZ2528' EZ2528'30.2 FT NNW OF CENTER LINE OF S BOUND LANE OF N. BLVD. EZ2528' EZ2528'35.0 FT S OF C/L OF ACCESS ROAD TO NORTH OF S. BOUND LANE OF EZ2528'N. BLVD. EZ2528 EZ2528 STATION RECOVERY (1976) EZ2528 EZ2528'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2528'1.6 MI NNE FROM RALEIGH. EZ2528'STATION IS LOCATED ALONG DOWNTOWN BOULEVARD, APPROXIMATELY 1.6 MILES EZ2528'NNE OF CAPITOL SQUARE, APPROXIMATELY 350 FEET WSW OF AN ENTRANCE ROAD EZ2528'ONTO DOWNTOWN BOULEVARD FROM OLD WAKE FOREST ROAD AND 800 FEET WEST OF EZ2528'SEABOARD COAST LINE RR OVERPASS OF THE BOULEVARD, IN THE NORTH EZ2528'SHOULDER OF THE SOUTH BOUND LANE AT HIGHWAY CONSTRUCTION STATION EZ2528'NUMBER 96 + 00. 45.3 FT. E OF POWER POLE WITH STREET LAMP ON NORTH EZ2528'SIDE OF SOUTH BOUND LANE OF N. BLVD., 31.2 FT. NNW OF CENTER LINE OF EZ2528'SOUTH BOUND LANE OF N. BLVD., 35.0 FT. S OF CENTERLINE OF ACCESS ROAD EZ2528'TO NORTH OF SOUTH BOUND LANE OF N. BLVD., 1.0 FT. S OF GUARD RAIL AND EZ2528'77.3 FT. WSW OF FIRE HYDRANT. DISK IS SET IN TOP OF CONCRETE EZ2528'CYLINDER, 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ2528 EZ2528 STATION RECOVERY (1984) EZ2528 EZ2528'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGS) EZ2528'BONDED 1967 FOUND GOOD. EZ2528' EZ2528'THE DESCRIPTION SHOULD BE REVISED AS FOLLOWS--APPROX. 150 FEET W OF EZ2528'JUNCTION OF ON RAMP FROM WAKE FOREST RD. THE MARK IS NOW 5 INCHES EZ2528'BELOW SURFACE OF GROUND. THE FIRST REF. POINT IS NO LONGER VALID. EZ2528'THE SECOND REF. POINT SHOULD READ--83.3 FEET W OF PP WITH STREET EZ2528'LAMP...., THE THIRD REF. SHOULD READ--19.7 FEET E. OF 45 MPH EZ2528'SPEED SIGN ON N. SIDE OF SOUTH BOUND LANE..., (ALUMINUM REF TAG EZ2528'GONE) ADD FOLLOWING REF--45.3 FEET E OF PP ON N SHOULDER OF EZ2528'SOUTH BOUND LANE OF N. BLVD WITH ALUMINUM REF. TAG. YELLOW ARROW EZ2528'PAINTED ON N. SHOULDER OF S. BOUND LANE POINTING AT STATION EZ2528'MARK. EZ2528 EZ2528 STATION RECOVERY (1987) EZ2528 EZ2528'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ2528'RECOVERED AS DESCRIBED. CURRENT REFERENCES FOLLOW. LOCATED 77.3 FT EZ2528'(23.6 M) WEST-SOUTHWEST OF A FIRE HYDRANT, 1.0 FT (0.3 M) EZ2528'SOUTH-SOUTHEAST OF THE GUARD RAIL--AND 45.9 FT (14.0 M) EAST OF A LAMP EZ2528'POLE, 85.0 FT (25.9 M) WEST OF A POWER POLE WITH A LAMP--BOTH WITH EZ2528'REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5116 *********************************************************************** EZ5116 DESIGNATION - BOOT HILL EZ5116 PID - EZ5116 EZ5116 STATE/COUNTY- NC/WAKE EZ5116 USGS QUAD - RALEIGH WEST (1988) EZ5116 EZ5116 *CURRENT SURVEY CONTROL EZ5116 ___________________________________________________________________ EZ5116* NAD 83(1986)- 35 51 57.65945(N) 078 43 00.42202(W) ADJUSTED EZ5116* NAVD 88 - 116.8 (meters) 383. (feet) VERTCON EZ5116 ___________________________________________________________________ EZ5116 LAPLACE CORR- -7.42 (seconds) DEFLEC99 EZ5116 GEOID HEIGHT- -32.37 (meters) GEOID03 EZ5116 EZ5116 HORZ ORDER - SECOND EZ5116 EZ5116.The North Carolina HARNS have been completed but, EZ5116.due to contractual restrictions, coordinates for these stations EZ5116.will NOT be published in the near future. In the interim, the EZ5116.published coordinates in North Carolina will not be EZ5116.consistent with the Continuously Operating Reference Stations EZ5116.(CORS). The HARN coordinates for these stations are available EZ5116.upon request. Contact Gary Thompson(919-733-3836). EZ5116. EZ5116.In addition, the published North Carolina positions EZ5116.(NAD 83 (1986)) are NOT consistent with those determined in EZ5116.adjacent state readjustments. The discontinuity between stations EZ5116.located in North Carolina and those in adjacent states EZ5116.which have been adjusted to the HARN may be as much as 5 EZ5116.decimeters. This will result in a significant loss of accuracy EZ5116.over lines crossing such state borders. EZ5116 EZ5116 EZ5116.The horizontal coordinates were established by classical geodetic methods EZ5116.and adjusted by the National Geodetic Survey in July 1986. EZ5116 EZ5116.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5116 EZ5116.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5116 EZ5116.The geoid height was determined by GEOID03. EZ5116 EZ5116; North East Units Scale Factor Converg. EZ5116;SPC NC - 234,771.533 635,178.326 MT 0.99992995 +0 09 48.5 EZ5116;SPC NC - 770,246.27 2,083,914.22 sFT 0.99992995 +0 09 48.5 EZ5116;UTM 17 - 3,971,495.136 706,145.609 MT 1.00012367 +1 20 17.5 EZ5116 EZ5116! - Elev Factor x Scale Factor = Combined Factor EZ5116!SPC NC - 0.99998674 x 0.99992995 = 0.99991669 EZ5116!UTM 17 - 0.99998674 x 1.00012367 = 1.00011041 EZ5116 EZ5116 SUPERSEDED SURVEY CONTROL EZ5116 EZ5116 NAD 27 - 35 51 57.12838(N) 078 43 01.40408(W) AD( ) 2 EZ5116 NGVD 29 (07/19/86) 117.1 (m) 384. (f) VERT ANG EZ5116 EZ5116.Superseded values are not recommended for survey control. EZ5116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5116.See file dsdata.txt to determine how the superseded data were derived. EZ5116 EZ5116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0614671495(NAD 83) EZ5116_MARKER: DE = TRAVERSE STATION DISK EZ5116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5116_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5116_STAMPING: BOOT HILL 1961 EZ5116_MARK LOGO: NCGS EZ5116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5116+STABILITY: SURFACE MOTION EZ5116 EZ5116 HISTORY - Date Condition Report By EZ5116 HISTORY - 1961 MONUMENTED NCGS EZ5116 HISTORY - 1968 MARK NOT FOUND NCGS EZ5116 EZ5116 STATION DESCRIPTION EZ5116 EZ5116'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ5116'BOOT HILL IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ5116'ESTABLISHED IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5116' EZ5116'BOOT HILL IS 7.2 MILES NW OF RALEIGH. GO W ON U.S. 70 FOR 5.3 EZ5116'MILES TO BRIDGE OVER CRABTREE CREEK, CONTINUE ON U.S. 70 WEST EZ5116'3.3 MILES TO ENTRANCE TO MEMORIAL PARK CEMETERY. STATION IS EZ5116'48.2 FT W OF 3 LEAD NAILS IN C/L OF CROSSOVER JUST E OF EZ5116'CEMETERY ENTRANCE. EZ5116' EZ5116'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5116'BOOT HILL 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ5116'OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ5116' EZ5116'MARK IS EZ5116' EZ5116'8.8 FT S OF EDGE OF W LANE OF U.S. 70 EZ5116' EZ5116'102.3 FT N OF EASTERNMOST STONE PILLAR AT ENTRANCE TO CEMETERY EZ5116 EZ5116 STATION RECOVERY (1968) EZ5116 EZ5116'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EZ5116'BOOT HILL 1961 NCGS DESTROYED BY ROAD CONSTRUCTION 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AB2850 *********************************************************************** AB2850 DESIGNATION - BORDER AB2850 PID - AB2850 AB2850 STATE/COUNTY- NC/WAKE AB2850 USGS QUAD - NEW HILL (1983) AB2850 AB2850 *CURRENT SURVEY CONTROL AB2850 ___________________________________________________________________ AB2850* NAD 83(1986)- 35 44 29.53877(N) 078 56 40.27164(W) ADJUSTED AB2850* NAVD 88 - 103.08 (+/-2cm) 338.2 (feet) VERTCON AB2850 ___________________________________________________________________ AB2850 LAPLACE CORR- -6.29 (seconds) DEFLEC99 AB2850 GEOID HEIGHT- -31.84 (meters) GEOID03 AB2850 AB2850 HORZ ORDER - SECOND AB2850 VERT ORDER - THIRD ? (See Below) AB2850 AB2850.The North Carolina HARNS have been completed but, AB2850.due to contractual restrictions, coordinates for these stations AB2850.will NOT be published in the near future. In the interim, the AB2850.published coordinates in North Carolina will not be AB2850.consistent with the Continuously Operating Reference Stations AB2850.(CORS). The HARN coordinates for these stations are available AB2850.upon request. Contact Gary Thompson(919-733-3836). AB2850. AB2850.In addition, the published North Carolina positions AB2850.(NAD 83 (1986)) are NOT consistent with those determined in AB2850.adjacent state readjustments. The discontinuity between stations AB2850.located in North Carolina and those in adjacent states AB2850.which have been adjusted to the HARN may be as much as 5 AB2850.decimeters. This will result in a significant loss of accuracy AB2850.over lines crossing such state borders. AB2850 AB2850 AB2850.The horizontal coordinates were established by classical geodetic methods AB2850.and adjusted by the National Geodetic Survey in April 1996. AB2850 AB2850.The NAVD 88 height was computed by applying the VERTCON shift value to AB2850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AB2850.The vertical order pertains to the NGVD 29 superseded value. AB2850 AB2850.The Laplace correction was computed from DEFLEC99 derived deflections. AB2850 AB2850.The geoid height was determined by GEOID03. AB2850 AB2850; North East Units Scale Factor Converg. AB2850;SPC NC - 220,926.069 614,619.325 MT 0.99990904 +0 01 55.3 AB2850;SPC NC - 724,821.61 2,016,463.57 sFT 0.99990904 +0 01 55.3 AB2850;UTM 17 - 3,957,229.925 685,870.912 MT 1.00002574 +1 12 03.6 AB2850 AB2850! - Elev Factor x Scale Factor = Combined Factor AB2850!SPC NC - 0.99998882 x 0.99990904 = 0.99989786 AB2850!UTM 17 - 0.99998882 x 1.00002574 = 1.00001456 AB2850 AB2850 SUPERSEDED SURVEY CONTROL AB2850 AB2850 NGVD 29 (04/29/96) 103.33 (m) 339.0 (f) LEVELING 3 AB2850 AB2850.Superseded values are not recommended for survey control. AB2850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AB2850.See file dsdata.txt to determine how the superseded data were derived. AB2850 AB2850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8587157230(NAD 83) AB2850_MARKER: DH = HORIZONTAL CONTROL DISK AB2850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB2850_STAMPING: BORDER 1984 AB2850_MARK LOGO: NCGS AB2850_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AB2850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB2850+STABILITY: SURFACE MOTION AB2850 AB2850 HISTORY - Date Condition Report By AB2850 HISTORY - 1984 MONUMENTED NCGS AB2850 AB2850 STATION DESCRIPTION AB2850 AB2850'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG) AB2850'STATION IS LOCATED ABOUT 8.5 KM (5.3 MI) WEST OF OF APEX.$ALONG US 64, AB2850'0.16 KM (0.10 MI) EAST FROM THE WAKE-CHATHAM LINE, ON THE SOUTH AB2850'PROLONGATION OF A DIRT DRIVEWAY.$MARK IS RECESSED 2 INCHES BELOW AB2850'GROUND AND IS 1 FOOT HIGHER THAN THE HIGHWAY. LOCATED 8.5 M (27.9 FT) AB2850'SOUTH FROM THE CENTERLINE OF HIGHWAY, 18.5 M (60.7 FT) WEST FROM THE AB2850'CENTERLINE OF A GRAVEL DRIVEWAY, 28.3 M (92.8 FT) EAST FROM A POWER AB2850'POLE (239) WITH REFERENCE TAG, 57.2 M (187.7 FT) WEST FROM A POWER AB2850'POLE WITH TRANSFORMER AND REFERENCE TAG, 77.0 M (252.6 FT) WEST FROM A AB2850'14-INCH TWIN TRUNK CEDAR IN THE NORTHWEST CORNER OF YARD, AND 21.9 M AB2850'(71.9 FT) SOUTHEAST FROM A USGS BENCH MARK.$REFERENCE MARK IS A AB2850'STANDARD USGS DISK STAMPED---23 DRD 1960 343---, SET INTO THE TOP OF A AB2850'SQUARE CONCRETE MONUMENT 20 CM ON SIDE PROJECTING 25 CM ABOVE GROUND. AB2850'LOCATED 21.9 M (71.9 FT) NORTHWEST OF THE STATION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0932 *********************************************************************** EZ0932 DESIGNATION - BRACE EZ0932 PID - EZ0932 EZ0932 STATE/COUNTY- NC/WAKE EZ0932 USGS QUAD - CARY (1993) EZ0932 EZ0932 *CURRENT SURVEY CONTROL EZ0932 ___________________________________________________________________ EZ0932* NAD 83(1986)- 35 50 10.60578(N) 078 48 45.43961(W) ADJUSTED EZ0932* NAVD 88 - 100.516 (meters) 329.78 (feet) ADJUSTED EZ0932 ___________________________________________________________________ EZ0932 LAPLACE CORR- -5.99 (seconds) DEFLEC99 EZ0932 GEOID HEIGHT- -32.06 (meters) GEOID03 EZ0932 DYNAMIC HT - 100.431 (meters) 329.50 (feet) COMP EZ0932 MODELED GRAV- 979,793.8 (mgal) NAVD 88 EZ0932 EZ0932 HORZ ORDER - SECOND EZ0932 VERT ORDER - SECOND CLASS 0 EZ0932 EZ0932.The North Carolina HARNS have been completed but, EZ0932.due to contractual restrictions, coordinates for these stations EZ0932.will NOT be published in the near future. In the interim, the EZ0932.published coordinates in North Carolina will not be EZ0932.consistent with the Continuously Operating Reference Stations EZ0932.(CORS). The HARN coordinates for these stations are available EZ0932.upon request. Contact Gary Thompson(919-733-3836). EZ0932. EZ0932.In addition, the published North Carolina positions EZ0932.(NAD 83 (1986)) are NOT consistent with those determined in EZ0932.adjacent state readjustments. The discontinuity between stations EZ0932.located in North Carolina and those in adjacent states EZ0932.which have been adjusted to the HARN may be as much as 5 EZ0932.decimeters. This will result in a significant loss of accuracy EZ0932.over lines crossing such state borders. EZ0932 EZ0932 EZ0932.The horizontal coordinates were established by classical geodetic methods EZ0932.and adjusted by the National Geodetic Survey in July 1986. EZ0932 EZ0932.The orthometric height was determined by differential leveling EZ0932.and adjusted by the National Geodetic Survey in June 1991. EZ0932 EZ0932.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0932 EZ0932.The geoid height was determined by GEOID03. EZ0932 EZ0932.The dynamic height is computed by dividing the NAVD 88 EZ0932.geopotential number by the normal gravity value computed on the EZ0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0932.degrees latitude (g = 980.6199 gals.). EZ0932 EZ0932.The modeled gravity was interpolated from observed gravity values. EZ0932 EZ0932; North East Units Scale Factor Converg. EZ0932;SPC NC - 231,451.744 626,529.465 MT 0.99992452 +0 06 29.3 EZ0932;SPC NC - 759,354.60 2,055,538.75 sFT 0.99992452 +0 06 29.3 EZ0932;UTM 17 - 3,967,998.256 697,565.069 MT 1.00008099 +1 16 51.8 EZ0932 EZ0932! - Elev Factor x Scale Factor = Combined Factor EZ0932!SPC NC - 0.99998926 x 0.99992452 = 0.99991378 EZ0932!UTM 17 - 0.99998926 x 1.00008099 = 1.00007024 EZ0932 EZ0932|---------------------------------------------------------------------| EZ0932| PID Reference Object Distance Geod. Az | EZ0932| dddmmss.s | EZ0932| EZ0933 SCRUB 335.994 METERS 02530 | EZ0932|---------------------------------------------------------------------| EZ0932 EZ0932 SUPERSEDED SURVEY CONTROL EZ0932 EZ0932 NAD 27 - 35 50 10.07972(N) 078 48 46.41966(W) AD( ) 2 EZ0932 NGVD 29 (??/??/92) 100.77 (m) 330.6 (f) COMPUTED 2 0 EZ0932 EZ0932.Superseded values are not recommended for survey control. EZ0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0932.See file dsdata.txt to determine how the superseded data were derived. EZ0932 EZ0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9756567998(NAD 83) EZ0932_MARKER: DE = TRAVERSE STATION DISK EZ0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0932_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0932_STAMPING: BRACE 1967 EZ0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0932+STABILITY: SURFACE MOTION EZ0932 EZ0932 HISTORY - Date Condition Report By EZ0932 HISTORY - 1967 MONUMENTED NCGS EZ0932 HISTORY - 1973 GOOD NCGS EZ0932 HISTORY - 1982 GOOD NC-183 EZ0932 HISTORY - 19910424 MARK NOT FOUND USPSQD EZ0932 EZ0932 STATION DESCRIPTION EZ0932 EZ0932'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ0932'BRACE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ0932'IN THE VICINITY OF MORRISVILLE, NORTH CAROLINA. EZ0932' EZ0932'BRACE IS LOCATED APPROXIMATELY 1.2 MILES ENE OF MORRISVILLE EZ0932'AND 3.0 MILES SW OF RALEIGH-DURHAM AIRPORT. TO REACH STATION EZ0932'PROCEED FROM THE INTERSECTION OF SR 1002 E WITH NC 54 IN EZ0932'MORRISVILLE. GO EASTERLY ON SR 1002 FOR 1.25 MILES TO A 15 EZ0932'FOOT CUT ON WEST SIDE, AND STATION. STATION IS ON THE WEST EZ0932'BANK OF SR 1002 ON THE SOUTH END OF 15 FOOT CUT, AND ABOUT 3 EZ0932'FEET FROM EAST EDGE OF CUT UNDER POWER LINE. EZ0932' EZ0932'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0932'BRACE 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ0932'WHICH IS 2 INCHES ABOVE THE SURFACE OF THE GROUND. EZ0932' EZ0932'MARK IS EZ0932' EZ0932'40.4 FT W OF C/L OF SR 1002 EZ0932' EZ0932'55.0 FT NE OF PP WITH POLE BRACE AND ANCHOR CABLE AND ALUMINUM EZ0932'REFERENCE TAG EZ0932' EZ0932'108.5 FT NE OF HIGHWAY RIGHT OF WAY MARKER EZ0932' EZ0932'18.8 FT SE OF 4 INCH PINE TREE WITH ALUMINUM REF. TAG EZ0932' EZ0932'34.4 FT SE OF 5 INCH PINE TREE WITH ALUMINUM REF. TAG EZ0932 EZ0932 STATION RECOVERY (1973) EZ0932 EZ0932'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0932'1.2 MI NE FROM MORRISVILLE. EZ0932'BRACE IS LOCATED APPROXIMATELY 10.6 MILES WNW OF CAPITOL SQUARE EZ0932'IN RALEIGH. TO REACH STATION FROM THE INTERSECTION OF NC 54 EZ0932'AND SR 1002 IN MORRISVILLE, PROCEED EASTERLY ALONG SR 1002 FOR EZ0932'01.25 MILES TO STATION ON THE LEFT ON TOP OF BANK AT EZ0932'SOUTH END OF A 15 FT CUT, 0.7 MILES SW OF STIRRUP CREEK, 01.30 EZ0932'MILES SW OF I-40, 40.4 FT WNW OF C/L OF SR 1002, 55.0 FT NE OF EZ0932'PP WITH A POLE FOR A BRACE AND ALUMINUM REF. TAG, 108.5 FT NE OF EZ0932'R/W MARKER ON WEST SIDE OF SR 1002, 18.3 FT SE OF 6 IN PINE WITH EZ0932'ALUMINUM REF. TAG, AND 33.9 FT SSE OF 6 IN PINE WITH ALUMINUM EZ0932'REF. TAG. DISK IS SET IN CONCRETE CYLINDER PROJECTING 1 INCH EZ0932'ABOVE THE SURFACE OF THE GROUND. EZ0932 EZ0932 STATION RECOVERY (1982) EZ0932 EZ0932'RECOVERY NOTE BY WAKE COUNTY NORTH CAROLINA 1982 (DHC) EZ0932'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ0932 EZ0932 STATION RECOVERY (1991) EZ0932 EZ0932'RECOVERY NOTE BY US POWER SQUADRON 1991 (GS) EZ0932'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6639 *********************************************************************** EZ6639 DESIGNATION - BRADLEY EZ6639 PID - EZ6639 EZ6639 STATE/COUNTY- NC/WAKE EZ6639 USGS QUAD - FUQUAY-VARINA (1993) EZ6639 EZ6639 *CURRENT SURVEY CONTROL EZ6639 ___________________________________________________________________ EZ6639* NAD 83(1986)- 35 33 10.52971(N) 078 48 39.65709(W) ADJUSTED EZ6639* NAVD 88 - 111.9 (meters) 367. (feet) VERTCON EZ6639 ___________________________________________________________________ EZ6639 LAPLACE CORR- -4.90 (seconds) DEFLEC99 EZ6639 GEOID HEIGHT- -32.73 (meters) GEOID03 EZ6639 EZ6639 HORZ ORDER - SECOND EZ6639 EZ6639.The North Carolina HARNS have been completed but, EZ6639.due to contractual restrictions, coordinates for these stations EZ6639.will NOT be published in the near future. In the interim, the EZ6639.published coordinates in North Carolina will not be EZ6639.consistent with the Continuously Operating Reference Stations EZ6639.(CORS). The HARN coordinates for these stations are available EZ6639.upon request. Contact Gary Thompson(919-733-3836). EZ6639. EZ6639.In addition, the published North Carolina positions EZ6639.(NAD 83 (1986)) are NOT consistent with those determined in EZ6639.adjacent state readjustments. The discontinuity between stations EZ6639.located in North Carolina and those in adjacent states EZ6639.which have been adjusted to the HARN may be as much as 5 EZ6639.decimeters. This will result in a significant loss of accuracy EZ6639.over lines crossing such state borders. EZ6639 EZ6639 EZ6639.The horizontal coordinates were established by classical geodetic methods EZ6639.and adjusted by the National Geodetic Survey in March 1993. EZ6639 EZ6639.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6639 EZ6639.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6639 EZ6639.The geoid height was determined by GEOID03. EZ6639 EZ6639; North East Units Scale Factor Converg. EZ6639;SPC NC - 200,015.986 626,734.424 MT 0.99988636 +0 06 32.7 EZ6639;SPC NC - 656,219.11 2,056,211.19 sFT 0.99988636 +0 06 32.7 EZ6639;UTM 17 - 3,936,567.569 698,411.214 MT 1.00008514 +1 16 23.6 EZ6639 EZ6639! - Elev Factor x Scale Factor = Combined Factor EZ6639!SPC NC - 0.99998758 x 0.99988636 = 0.99987394 EZ6639!UTM 17 - 0.99998758 x 1.00008514 = 1.00007272 EZ6639 EZ6639 SUPERSEDED SURVEY CONTROL EZ6639 EZ6639 NGVD 29 (03/10/93) 112.1 (m) 368. (f) VERT ANG EZ6639 EZ6639.Superseded values are not recommended for survey control. EZ6639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6639.See file dsdata.txt to determine how the superseded data were derived. EZ6639 EZ6639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9841136568(NAD 83) EZ6639_MARKER: DE = TRAVERSE STATION DISK EZ6639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6639_SP_SET: CONCRETE POST EZ6639_STAMPING: BRADLEY 1983 EZ6639_MARK LOGO: NCGS EZ6639_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ6639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6639+STABILITY: SURFACE MOTION EZ6639 EZ6639 HISTORY - Date Condition Report By EZ6639 HISTORY - 1983 MONUMENTED NCGS EZ6639 EZ6639 STATION DESCRIPTION EZ6639 EZ6639'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 EZ6639'STATION IS LOCATED APPROXIMATELY 3.7 KM (2.3 MI) SOUTH-SOUTHEAST OF EZ6639'FUQUAY VARINA . EZ6639'ALONG US 401 (MAIN ST), 3.8 KM (2.35 MI) SOUTH FROM INTERSECTION WITH EZ6639'NC 42 (ACADEMY ST), OR 200 METERS NORTH OF THE WAKE-HARNETT COUNTY EZ6639'LINE. EZ6639'THE STATION IS A STANDARD NCGS DISK STAMPED---BRADLEY 1983---, SET EZ6639'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED EZ6639'13 CM BELOW GROUND. LOCATED 5.43 METERS (17.8 FT) NORTHWEST FROM THE EZ6639'CENTERLINE OF HIGHWAY, 77.4 METERS (254 FEET) SOUTHWEST OF SOUTHWEST EZ6639'END DRIVEWAY CULVERT, 2.1 METERS (6.9 FT) SOUTHEAST FROM A SPEED LIMIT EZ6639'SIGN POST WITH WITNESS SIGN, 25.76 METERS (84.5 FT) NORTHEAST FROM A EZ6639'POWER POLE WITH TRANSFORMER AND REFERENCE TAG, AND 34.56 METERS EZ6639'(113.4 FT) NORTHEAST FROM THE CENTERLINE OF GRAVEL DRIVE TO HOME. EZ6639'STATION IS LEVEL WITH HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5212 *********************************************************************** EZ5212 DESIGNATION - BRAGLIN EZ5212 PID - EZ5212 EZ5212 STATE/COUNTY- NC/WAKE EZ5212 USGS QUAD - BAYLEAF (1987) EZ5212 EZ5212 *CURRENT SURVEY CONTROL EZ5212 ___________________________________________________________________ EZ5212* NAD 83(1986)- 35 55 39.64235(N) 078 38 56.64147(W) ADJUSTED EZ5212* NAVD 88 - 141.3 (meters) 464. (feet) VERTCON EZ5212 ___________________________________________________________________ EZ5212 LAPLACE CORR- -6.90 (seconds) DEFLEC99 EZ5212 GEOID HEIGHT- -32.49 (meters) GEOID03 EZ5212 EZ5212 HORZ ORDER - SECOND EZ5212 EZ5212.The North Carolina HARNS have been completed but, EZ5212.due to contractual restrictions, coordinates for these stations EZ5212.will NOT be published in the near future. In the interim, the EZ5212.published coordinates in North Carolina will not be EZ5212.consistent with the Continuously Operating Reference Stations EZ5212.(CORS). The HARN coordinates for these stations are available EZ5212.upon request. Contact Gary Thompson(919-733-3836). EZ5212. EZ5212.In addition, the published North Carolina positions EZ5212.(NAD 83 (1986)) are NOT consistent with those determined in EZ5212.adjacent state readjustments. The discontinuity between stations EZ5212.located in North Carolina and those in adjacent states EZ5212.which have been adjusted to the HARN may be as much as 5 EZ5212.decimeters. This will result in a significant loss of accuracy EZ5212.over lines crossing such state borders. EZ5212 EZ5212 EZ5212.The horizontal coordinates were established by classical geodetic methods EZ5212.and adjusted by the National Geodetic Survey in July 1986. EZ5212 EZ5212.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5212 EZ5212.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5212 EZ5212.The geoid height was determined by GEOID03. EZ5212 EZ5212; North East Units Scale Factor Converg. EZ5212;SPC NC - 241,632.412 641,269.591 MT 0.99994206 +0 12 09.2 EZ5212;SPC NC - 792,755.67 2,103,898.65 sFT 0.99994206 +0 12 09.2 EZ5212;UTM 17 - 3,978,481.009 712,095.982 MT 1.00015434 +1 22 47.8 EZ5212 EZ5212! - Elev Factor x Scale Factor = Combined Factor EZ5212!SPC NC - 0.99998292 x 0.99994206 = 0.99992498 EZ5212!UTM 17 - 0.99998292 x 1.00015434 = 1.00013725 EZ5212 EZ5212: Primary Azimuth Mark Grid Az EZ5212:SPC NC - HASKINS 179 13 38.0 EZ5212:UTM 17 - HASKINS 178 02 59.4 EZ5212 EZ5212|---------------------------------------------------------------------| EZ5212| PID Reference Object Distance Geod. Az | EZ5212| dddmmss.s | EZ5212| EZ5214 THUNDER APPROX. 0.6 KM 0210033.0 | EZ5212| EZ5213 HASKINS APPROX. 0.9 KM 1792547.2 | EZ5212|---------------------------------------------------------------------| EZ5212 EZ5212 SUPERSEDED SURVEY CONTROL EZ5212 EZ5212 NAD 27 - 35 55 39.11540(N) 078 38 57.63437(W) AD( ) 2 EZ5212 NGVD 29 (07/19/86) 141.6 (m) 465. (f) VERT ANG EZ5212 EZ5212.Superseded values are not recommended for survey control. EZ5212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5212.See file dsdata.txt to determine how the superseded data were derived. EZ5212 EZ5212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1209678481(NAD 83) EZ5212_MARKER: DE = TRAVERSE STATION DISK EZ5212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5212_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5212_STAMPING: BRAGLIN 197 EZ5212_MARK LOGO: NCGS EZ5212_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ5212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5212+STABILITY: SURFACE MOTION EZ5212 EZ5212 HISTORY - Date Condition Report By EZ5212 HISTORY - 1970 MONUMENTED NCGS EZ5212 HISTORY - 1987 POOR USPSQD EZ5212 HISTORY - 19870501 GOOD NCGS EZ5212 EZ5212 STATION DESCRIPTION EZ5212 EZ5212'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ5212'BRAGLIN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ5212'VICINITY OF NORTHWEST WAKE COUNTY. EZ5212' EZ5212'BRAGLIN IS LOCATED APPROXIMATELY 1.4 MILES SOUTH OF BAYLEAF AND EZ5212'1.8 MILES NORTH OF SIX FORKS. TO REACH STATION PROCEED FROM THE EZ5212'INTERSECTION OF SR 2002 AND SR 1005 IN THE COMMUNITY OF BAYLEAF, GO EZ5212'SOUTH ON SR 1005 FOR 0.2 MILE TO INTERSECTION OF SR 1005 AND SR EZ5212'1834, CONTINUE SOUTH ON SR 1005 AND GO 1.2 MILES TO STATION ON EZ5212'RIGHT, IN SOUTHEAST CORNER OF YARD OWNED BY MR. COOPER, AND 0.2 EZ5212'MILE NORTH OF INTERSECTION OF SR 1005 AND SR 2006. EZ5212' EZ5212'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ5212'BRAGLIN 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5212'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ5212' EZ5212'MARK IS-- EZ5212'24.5 FEET W OF C/L OF SR 1005. EZ5212'9.0 FEET NE OF NE CORNER OF FENCE. EZ5212'20.5 FEET N OF TOP OF SOUTH END OF 8 INCH TILE CULVERT. EZ5212'5.2 FEET NW OF TOP OF NORTH END OF 8 INCH TILE CULVERT. EZ5212'71.4 FEET SW OF ALUMINUM REF. TAG ON SPEED LIMIT SIGN. EZ5212'104.4 FEET NNE OF ALUMINUM REF. TAG ON PP. EZ5212'79.2 FEET N OF SE CORNER OF FENCE. EZ5212 EZ5212 STATION RECOVERY (1987) EZ5212 EZ5212'RECOVERY NOTE BY US POWER SQUADRON 1987 (FBB) EZ5212'MARK RECOVERED IN POOR CONDITION. EZ5212 EZ5212 STATION RECOVERY (1987) EZ5212 EZ5212'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ5212'RECOVERED AS DESCRIBED. DESCRIPTION IS ADEQUATE EXCEPT FOR THE EZ5212'FOLLOWING CORRECTIONS. LOCATED 9.0 FT (2.7 M) NORTHEAST OF NORTHEAST EZ5212'END OF FENCE, 70.0 FT (21.3 M) EAST-NORTHEAST OF NORTHEAST CORNER OF EZ5212'HOUSE, AND 8.3 FT (2.5 M) NORTHEAST OF TELEPHONE PEDESTAL. DELETE EZ5212'REFERENCES TO SPEED LIMIT SIGN AND POWER POLE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2395 *********************************************************************** EZ2395 DESIGNATION - BRANCH EZ2395 PID - EZ2395 EZ2395 STATE/COUNTY- NC/WAKE EZ2395 USGS QUAD - BUNN WEST (1973) EZ2395 EZ2395 *CURRENT SURVEY CONTROL EZ2395 ___________________________________________________________________ EZ2395* NAD 83(1986)- 35 53 02.41837(N) 078 22 05.84621(W) ADJUSTED EZ2395* NAVD 88 - 83.128 (meters) 272.73 (feet) ADJUSTED EZ2395 ___________________________________________________________________ EZ2395 LAPLACE CORR- -5.68 (seconds) DEFLEC99 EZ2395 GEOID HEIGHT- -33.76 (meters) GEOID03 EZ2395 DYNAMIC HT - 83.056 (meters) 272.49 (feet) COMP EZ2395 MODELED GRAV- 979,757.0 (mgal) NAVD 88 EZ2395 EZ2395 HORZ ORDER - SECOND EZ2395 VERT ORDER - SECOND CLASS II EZ2395 EZ2395.The North Carolina HARNS have been completed but, EZ2395.due to contractual restrictions, coordinates for these stations EZ2395.will NOT be published in the near future. In the interim, the EZ2395.published coordinates in North Carolina will not be EZ2395.consistent with the Continuously Operating Reference Stations EZ2395.(CORS). The HARN coordinates for these stations are available EZ2395.upon request. Contact Gary Thompson(919-733-3836). EZ2395. EZ2395.In addition, the published North Carolina positions EZ2395.(NAD 83 (1986)) are NOT consistent with those determined in EZ2395.adjacent state readjustments. The discontinuity between stations EZ2395.located in North Carolina and those in adjacent states EZ2395.which have been adjusted to the HARN may be as much as 5 EZ2395.decimeters. This will result in a significant loss of accuracy EZ2395.over lines crossing such state borders. EZ2395 EZ2395 EZ2395.The horizontal coordinates were established by classical geodetic methods EZ2395.and adjusted by the National Geodetic Survey in July 1986. EZ2395 EZ2395.The orthometric height was determined by differential leveling EZ2395.and adjusted by the National Geodetic Survey in June 1991. EZ2395 EZ2395.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2395 EZ2395.The geoid height was determined by GEOID03. EZ2395 EZ2395.The dynamic height is computed by dividing the NAVD 88 EZ2395.geopotential number by the normal gravity value computed on the EZ2395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2395.degrees latitude (g = 980.6199 gals.). EZ2395 EZ2395.The modeled gravity was interpolated from observed gravity values. EZ2395 EZ2395; North East Units Scale Factor Converg. EZ2395;SPC NC - 236,912.343 666,637.574 MT 0.99993336 +0 21 52.6 EZ2395;SPC NC - 777,269.91 2,187,126.77 sFT 0.99993336 +0 21 52.6 EZ2395;UTM 17 - 3,974,282.298 737,562.926 MT 1.00029547 +1 32 35.8 EZ2395 EZ2395! - Elev Factor x Scale Factor = Combined Factor EZ2395!SPC NC - 0.99999225 x 0.99993336 = 0.99992561 EZ2395!UTM 17 - 0.99999225 x 1.00029547 = 1.00028772 EZ2395 EZ2395: Primary Azimuth Mark Grid Az EZ2395:SPC NC - CHINA 152 23 55.1 EZ2395:UTM 17 - CHINA 151 13 11.9 EZ2395 EZ2395|---------------------------------------------------------------------| EZ2395| PID Reference Object Distance Geod. Az | EZ2395| dddmmss.s | EZ2395| EZ2394 CHINA APPROX. 0.5 KM 1524547.7 | EZ2395| EZ2396 WOODED 281.947 METERS 35812 | EZ2395|---------------------------------------------------------------------| EZ2395 EZ2395 SUPERSEDED SURVEY CONTROL EZ2395 EZ2395 NAD 27 - 35 53 01.86374(N) 078 22 06.85086(W) AD( ) 2 EZ2395 NGVD 29 (??/??/92) 83.410 (m) 273.65 (f) ADJ UNCH 2 2 EZ2395 EZ2395.Superseded values are not recommended for survey control. EZ2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2395.See file dsdata.txt to determine how the superseded data were derived. EZ2395 EZ2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3756374282(NAD 83) EZ2395_MARKER: DE = TRAVERSE STATION DISK EZ2395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2395_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2395_STAMPING: BRANCH 1976 EZ2395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2395+STABILITY: SURFACE MOTION EZ2395_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ2395+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2004 EZ2395 EZ2395 HISTORY - Date Condition Report By EZ2395 HISTORY - 1976 MONUMENTED NCGS EZ2395 HISTORY - 1976 GOOD NCGS EZ2395 HISTORY - 20041130 GOOD USPSQD EZ2395 EZ2395 STATION DESCRIPTION EZ2395 EZ2395'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2395'BRANCH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2395'IN THE VICINITY OF ZEBULON, NORTH CAROLINA. EZ2395' EZ2395'BRANCH IS LOCATED APPROXIMATELY 5.1 MILES NORTHWEST OF EZ2395'ZEBULON AND 5.7 MILES ESE OF ROLESVILLE. TO REACH STATION EZ2395'FROM INTERSECTION OF NC 96 WITH U.S. 401 2.7 MILES NORTHEAST EZ2395'OF ROLESVILLE, PROCEED SOUTHEAST ALONG NC 96 FOR 5.8 MILES TO EZ2395'STATION ON RIGHT, IN ROAD SHOULDER, JUST SOUTH OF A CULVERT AND EZ2395'0.2 MILE NORTH OF INTERSECTION WITH SR 2308 CROSSROADS. EZ2395' EZ2395'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2395'BRANCH 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2395'WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND. EZ2395' EZ2395'MARK IS 18.9 FT W OF C/L OF NC 96 EZ2395' EZ2395'101.7 FT SSE OF CENTER OF TOP OF WEST CONCRETE HEADWALL EZ2395' EZ2395'105.9 FT SSW OF CENTER OF TOP OF EAST CONCRETE HEADWALL EZ2395' EZ2395'165.3 FT N OF CENTER OF TOP OF TELEPHONE PEDESTAL P81 EZ2395' EZ2395'97.9 FT NW OF A RIGHT OF WAY SIGN POST (EAST OF HIGHWAY) EZ2395'AND WITH ALUMINUM REF. TAG EZ2395' EZ2395'28.9 FT E OF 6 INCH TWIN TRUNK MAPLE WITH ALUMINUM REF. TAG EZ2395 EZ2395 STATION RECOVERY (1976) EZ2395 EZ2395'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2395'5.1 MI NW FROM ZEBULON. EZ2395'TO REACH STATION FROM INTERSECTION OF NC 96 WITH US 401 NORTHEAST OF EZ2395'ROLESVILLE, PROCEED SOUTHEAST ALONG NC 96 FOR 5.8 MILES TO STATION ON EZ2395'RIGHT, IN ROAD SHOULDER, JUST SOUTH OF A CULVERT, 0.2 MILE NORTH OF EZ2395'INTERSECTION WITH SR 2308 CROSSROADS. 18.9 FT. W OF CENTERLINE OF NC EZ2395'96, 101.7 FT. SSE OF CENTER OF TOP OF WEST CONCRETE HEADWALL, 105.9 EZ2395'FT. SSW OF CENTER OF TOP OF EAST CONCRETE HEADWALL, 165.3 FT. N OF EZ2395'CENTER OF TOP OF TELEPHONE PEDESTAL NO. P81, 97.9 FT. NW OF A RIGHT OF EZ2395'WAY SIGN POST (EAST OF HIGHWAY) AND WITH ALUMINUM REF. TAG AND 28.9 EZ2395'FT. E OF 6 INCH TWIN TRUNK MAPLE WITH ALUMINUM REF. TAG. DISK IS SET EZ2395'IN CONCRETE CYLINDER, 4 INCHES BELOW THE SURFACE OF THE GROUND. EZ2395 EZ2395 STATION RECOVERY (2004) EZ2395 EZ2395'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ2395'RECOVERED AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7370 *********************************************************************** AE7370 DESIGNATION - BRANDON AE7370 PID - AE7370 AE7370 STATE/COUNTY- NC/WAKE AE7370 USGS QUAD - BAYLEAF (1987) AE7370 AE7370 *CURRENT SURVEY CONTROL AE7370 ___________________________________________________________________ AE7370* NAD 83(1986)- 35 54 10.13576(N) 078 41 11.26775(W) ADJUSTED AE7370* NAVD 88 - 145.229 (meters) 476.47 (feet) ADJUSTED AE7370 ___________________________________________________________________ AE7370 LAPLACE CORR- -7.00 (seconds) DEFLEC99 AE7370 GEOID HEIGHT- -32.40 (meters) GEOID03 AE7370 DYNAMIC HT - 145.105 (meters) 476.07 (feet) COMP AE7370 MODELED GRAV- 979,779.4 (mgal) NAVD 88 AE7370 AE7370 HORZ ORDER - SECOND AE7370 VERT ORDER - SECOND CLASS II AE7370 AE7370.The North Carolina HARNS have been completed but, AE7370.due to contractual restrictions, coordinates for these stations AE7370.will NOT be published in the near future. In the interim, the AE7370.published coordinates in North Carolina will not be AE7370.consistent with the Continuously Operating Reference Stations AE7370.(CORS). The HARN coordinates for these stations are available AE7370.upon request. Contact Gary Thompson(919-733-3836). AE7370. AE7370.In addition, the published North Carolina positions AE7370.(NAD 83 (1986)) are NOT consistent with those determined in AE7370.adjacent state readjustments. The discontinuity between stations AE7370.located in North Carolina and those in adjacent states AE7370.which have been adjusted to the HARN may be as much as 5 AE7370.decimeters. This will result in a significant loss of accuracy AE7370.over lines crossing such state borders. AE7370 AE7370 AE7370.The horizontal coordinates were established by classical geodetic methods AE7370.and adjusted by the National Geodetic Survey in March 1998. AE7370 AE7370.The orthometric height was determined by differential leveling AE7370.and adjusted by the National Geodetic Survey in September 1998. AE7370 AE7370.The Laplace correction was computed from DEFLEC99 derived deflections. AE7370 AE7370.The geoid height was determined by GEOID03. AE7370 AE7370.The dynamic height is computed by dividing the NAVD 88 AE7370.geopotential number by the normal gravity value computed on the AE7370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7370.degrees latitude (g = 980.6199 gals.). AE7370 AE7370.The modeled gravity was interpolated from observed gravity values. AE7370 AE7370; North East Units Scale Factor Converg. AE7370;SPC NC - 238,862.570 637,903.664 MT 0.99993703 +0 10 51.5 AE7370;SPC NC - 783,668.28 2,092,855.60 sFT 0.99993703 +0 10 51.5 AE7370;UTM 17 - 3,975,642.037 708,786.968 MT 1.00013717 +1 21 25.8 AE7370 AE7370! - Elev Factor x Scale Factor = Combined Factor AE7370!SPC NC - 0.99998229 x 0.99993703 = 0.99991932 AE7370!UTM 17 - 0.99998229 x 1.00013717 = 1.00011946 AE7370 AE7370 SUPERSEDED SURVEY CONTROL AE7370 AE7370 NGVD 29 (03/10/98) 145.50 (m) 477.4 (f) LEVELING 3 AE7370 AE7370.Superseded values are not recommended for survey control. AE7370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7370.See file dsdata.txt to determine how the superseded data were derived. AE7370 AE7370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0878775642(NAD 83) AE7370_MARKER: DH = HORIZONTAL CONTROL DISK AE7370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7370_STAMPING: BRANDON 1986 AE7370_MARK LOGO: NCGS AE7370_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7370+STABILITY: SURFACE MOTION AE7370 AE7370 HISTORY - Date Condition Report By AE7370 HISTORY - 1986 MONUMENTED NCGS AE7370 HISTORY - 19870101 GOOD NCGS AE7370 AE7370 STATION DESCRIPTION AE7370 AE7370'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7370'STATION IS LOCATED ABOUT 14.2 KM (8.80 MI) NORTH-NORTHWEST OF CAPITOL AE7370'SQUARE (IN RALEIGH), AND 3.5 KM (2.15 MI) EAST OF LEESVILLE COMMUNITY. AE7370'ALONG SR 1829 (STRICKLAND ROAD) FOR 0.4 KM (0.25 MI) WEST FROM NC 50, AE7370'TO SR 3332 (BRANDON STATION ROAD), IN THE SOUTHWEST QUADRANT OF THE AE7370'T-INTERSECTION. MARK IS RECESSED 2 INCHES BELOW GROUND AND IS ABOUT 2 AE7370'FEET (0.6 M) LOWER THAN ROAD. LOCATED 11.5 M (37.7 FT) SOUTH-SOUTHWEST AE7370'OF THE CENTERLINE OF THE ROAD, 17.4 M (57.1 FT) WEST-NORTHWEST OF THE AE7370'CENTERLINE OF SR 3332, 8.0 M (26.2 FT) WEST OF THE WEST END OF A ROAD AE7370'CULVERT, 51.9 M (170.3 FT) SOUTH-SOUTHEAST OF A TELEPHONE PEDESTAL AE7370'(P5W)--AND 1.2 M (3.9 FT) NORTHEAST OF AND ON THE PROLONGATION OF THE AE7370'NORTH POST OF THE--BRANDON STATION--SIGN, 20.7 M (67.9 FT) AE7370'EAST-SOUTHEAST OF A 14-INCH PINE--BOTH WITH REFERENCE TAGS. AE7370 AE7370 STATION RECOVERY (1987) AE7370 AE7370'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7370'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7485 *********************************************************************** AE7485 DESIGNATION - BRENTWOOD AE7485 PID - AE7485 AE7485 STATE/COUNTY- NC/WAKE AE7485 USGS QUAD - RALEIGH EAST (1993) AE7485 AE7485 *CURRENT SURVEY CONTROL AE7485 ___________________________________________________________________ AE7485* NAD 83(1986)- 35 50 04.37919(N) 078 36 07.80125(W) ADJUSTED AE7485* NAVD 88 - 82.404 (meters) 270.35 (feet) ADJUSTED AE7485 ___________________________________________________________________ AE7485 LAPLACE CORR- -7.60 (seconds) DEFLEC99 AE7485 GEOID HEIGHT- -32.94 (meters) GEOID03 AE7485 DYNAMIC HT - 82.333 (meters) 270.12 (feet) COMP AE7485 MODELED GRAV- 979,774.1 (mgal) NAVD 88 AE7485 AE7485 HORZ ORDER - SECOND AE7485 VERT ORDER - SECOND CLASS II AE7485 AE7485.The North Carolina HARNS have been completed but, AE7485.due to contractual restrictions, coordinates for these stations AE7485.will NOT be published in the near future. In the interim, the AE7485.published coordinates in North Carolina will not be AE7485.consistent with the Continuously Operating Reference Stations AE7485.(CORS). The HARN coordinates for these stations are available AE7485.upon request. Contact Gary Thompson(919-733-3836). AE7485. AE7485.In addition, the published North Carolina positions AE7485.(NAD 83 (1986)) are NOT consistent with those determined in AE7485.adjacent state readjustments. The discontinuity between stations AE7485.located in North Carolina and those in adjacent states AE7485.which have been adjusted to the HARN may be as much as 5 AE7485.decimeters. This will result in a significant loss of accuracy AE7485.over lines crossing such state borders. AE7485 AE7485 AE7485.The horizontal coordinates were established by classical geodetic methods AE7485.and adjusted by the National Geodetic Survey in February 1998. AE7485 AE7485.The orthometric height was determined by differential leveling AE7485.and adjusted by the National Geodetic Survey in September 1998. AE7485 AE7485.The Laplace correction was computed from DEFLEC99 derived deflections. AE7485 AE7485.The geoid height was determined by GEOID03. AE7485 AE7485.The dynamic height is computed by dividing the NAVD 88 AE7485.geopotential number by the normal gravity value computed on the AE7485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7485.degrees latitude (g = 980.6199 gals.). AE7485 AE7485.The modeled gravity was interpolated from observed gravity values. AE7485 AE7485; North East Units Scale Factor Converg. AE7485;SPC NC - 231,315.892 645,543.264 MT 0.99992421 +0 13 46.6 AE7485;SPC NC - 758,908.89 2,117,919.86 sFT 0.99992421 +0 13 46.6 AE7485;UTM 17 - 3,968,251.994 716,581.547 MT 1.00017804 +1 24 15.7 AE7485 AE7485! - Elev Factor x Scale Factor = Combined Factor AE7485!SPC NC - 0.99999224 x 0.99992421 = 0.99991645 AE7485!UTM 17 - 0.99999224 x 1.00017804 = 1.00017027 AE7485 AE7485 SUPERSEDED SURVEY CONTROL AE7485 AE7485 NGVD 29 (02/27/98) 82.68 (m) 271.3 (f) LEVELING 3 AE7485 AE7485.Superseded values are not recommended for survey control. AE7485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7485.See file dsdata.txt to determine how the superseded data were derived. AE7485 AE7485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1658268252(NAD 83) AE7485_MARKER: DH = HORIZONTAL CONTROL DISK AE7485_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. AE7485_SP_SET: SIDEWALK AE7485_STAMPING: BRENTWOOD 1987 AE7485_MARK LOGO: NCGS AE7485_MAGNETIC: N = NO MAGNETIC MATERIAL AE7485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AE7485 AE7485 HISTORY - Date Condition Report By AE7485 HISTORY - 1987 MONUMENTED NCGS AE7485 HISTORY - 19870101 GOOD NCGS AE7485 AE7485 STATION DESCRIPTION AE7485 AE7485'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7485'STATION IS LOCATED ABOUT 6.8 KM (4.20 MI) NORTH-NORTHEAST OF CAPITAL AE7485'SQUARE IN RALEIGH. ALONG ATLANTIC AVENUE FOR 1.8 KM (1.10 MI) NORTH AE7485'FROM THE CLIFF BENSON BELTLINE OVERPASS, TO NEW HOPE CHURCH ROAD, IN AE7485'THE SIDEWALK OF THE SOUTHEAST QUADRANT. MARK IS LEVEL WITH ROAD. AE7485'LOCATED 5.5 M (18.0 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND AE7485'LANE, 1.2 M (3.9 FT) SOUTHWEST OF A SIGNAL CONTROL COVER, 9.5 M (31.2 AE7485'FT) NORTH-NORTHEAST OF A FIRE HYDRANT, 5.4 M (17.7 FT) WEST-NORTHWEST AE7485'OF A GUY WIRE BASE, AND 6.8 M (22.3 FT) WEST-SOUTHWEST OF A SIGNAL AE7485'SUPPORT POST WITH A REFERENCE TAG. AE7485 AE7485 STATION RECOVERY (1987) AE7485 AE7485'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7485'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5117 *********************************************************************** EZ5117 DESIGNATION - BREWER EZ5117 PID - EZ5117 EZ5117 STATE/COUNTY- NC/WAKE EZ5117 USGS QUAD - RALEIGH WEST (1988) EZ5117 EZ5117 *CURRENT SURVEY CONTROL EZ5117 ___________________________________________________________________ EZ5117* NAD 83(1986)- 35 50 24.95588(N) 078 40 39.29429(W) ADJUSTED EZ5117* NAVD 88 - 74.7 (meters) 245. (feet) VERTCON EZ5117 ___________________________________________________________________ EZ5117 LAPLACE CORR- -6.85 (seconds) DEFLEC99 EZ5117 GEOID HEIGHT- -32.60 (meters) GEOID03 EZ5117 EZ5117 HORZ ORDER - SECOND EZ5117 EZ5117.The North Carolina HARNS have been completed but, EZ5117.due to contractual restrictions, coordinates for these stations EZ5117.will NOT be published in the near future. In the interim, the EZ5117.published coordinates in North Carolina will not be EZ5117.consistent with the Continuously Operating Reference Stations EZ5117.(CORS). The HARN coordinates for these stations are available EZ5117.upon request. Contact Gary Thompson(919-733-3836). EZ5117. EZ5117.In addition, the published North Carolina positions EZ5117.(NAD 83 (1986)) are NOT consistent with those determined in EZ5117.adjacent state readjustments. The discontinuity between stations EZ5117.located in North Carolina and those in adjacent states EZ5117.which have been adjusted to the HARN may be as much as 5 EZ5117.decimeters. This will result in a significant loss of accuracy EZ5117.over lines crossing such state borders. EZ5117 EZ5117 EZ5117.The horizontal coordinates were established by classical geodetic methods EZ5117.and adjusted by the National Geodetic Survey in July 1986. EZ5117 EZ5117.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5117 EZ5117.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5117 EZ5117.The geoid height was determined by GEOID03. EZ5117 EZ5117; North East Units Scale Factor Converg. EZ5117;SPC NC - 231,925.321 638,727.920 MT 0.99992523 +0 11 09.9 EZ5117;SPC NC - 760,908.32 2,095,559.85 sFT 0.99992523 +0 11 09.9 EZ5117;UTM 17 - 3,968,721.709 709,753.538 MT 1.00014217 +1 21 37.2 EZ5117 EZ5117! - Elev Factor x Scale Factor = Combined Factor EZ5117!SPC NC - 0.99999339 x 0.99992523 = 0.99991862 EZ5117!UTM 17 - 0.99999339 x 1.00014217 = 1.00013556 EZ5117 EZ5117 SUPERSEDED SURVEY CONTROL EZ5117 EZ5117 NAD 27 - 35 50 24.41912(N) 078 40 40.27844(W) AD( ) 2 EZ5117 NGVD 29 (07/19/86) 75.0 (m) 246. (f) VERT ANG EZ5117 EZ5117.Superseded values are not recommended for survey control. EZ5117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5117.See file dsdata.txt to determine how the superseded data were derived. EZ5117 EZ5117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0975468722(NAD 83) EZ5117_MARKER: DE = TRAVERSE STATION DISK EZ5117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5117_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5117_STAMPING: BREWER 1965 EZ5117_MARK LOGO: NCGS EZ5117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5117+STABILITY: SURFACE MOTION EZ5117 EZ5117 HISTORY - Date Condition Report By EZ5117 HISTORY - 1965 MONUMENTED NCGS EZ5117 HISTORY - 1973 SEE DESCRIPTION NCGS EZ5117 EZ5117 STATION DESCRIPTION EZ5117 EZ5117'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ5117'BREWER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5117'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5117' EZ5117'BREWER IS 4.6 MILES NW OF RALEIGH. LOCATED 0.55 MILES NW EZ5117'ALONG U.S. 70 FROM BRIDGE ON U.S. 1 BYPASS OVER U.S. 70. 0.3 EZ5117'MILES SE OF BRIDGE ON U.S. 70 OVER NC 50. 0.3 MILES NW OF EZ5117'BRIDGE OVER CRABTREE CREEK. AND ON SW SHOULDER OF U.S. 70. EZ5117' EZ5117'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5117'BREWER 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5117'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ5117' EZ5117'MARK IS EZ5117' EZ5117'14.3 FT S OF YELLOW ARROW PAINTED ON E BOUND LANE EZ5117' EZ5117'17.1 FT SW OF YELLOW ARROW PAINTED ON E BOUND LANE EZ5117' EZ5117'16.8 FT SE OF YELLOW ARROW PAINTED ON E BOUND LANE EZ5117' EZ5117'7.0 FT N OF FENCE EZ5117' EZ5117'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ5117 EZ5117 STATION RECOVERY (1973) EZ5117 EZ5117'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EZ5117'DESTROYED. ROAD CHANGED FROM 4 TO 8 LANES. EZ5117' EZ5117'REPLACED BY BREWER 2 1972. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0955 *********************************************************************** EZ0955 DESIGNATION - BREWER 2 EZ0955 PID - EZ0955 EZ0955 STATE/COUNTY- NC/WAKE EZ0955 USGS QUAD - RALEIGH WEST (1988) EZ0955 EZ0955 *CURRENT SURVEY CONTROL EZ0955 ___________________________________________________________________ EZ0955* NAD 83(1986)- 35 50 27.07109(N) 078 40 41.85133(W) ADJUSTED EZ0955* NAVD 88 - 76.027 (meters) 249.43 (feet) ADJUSTED EZ0955 ___________________________________________________________________ EZ0955 LAPLACE CORR- -6.85 (seconds) DEFLEC99 EZ0955 GEOID HEIGHT- -32.60 (meters) GEOID03 EZ0955 DYNAMIC HT - 75.962 (meters) 249.22 (feet) COMP EZ0955 MODELED GRAV- 979,788.9 (mgal) NAVD 88 EZ0955 EZ0955 HORZ ORDER - SECOND EZ0955 VERT ORDER - SECOND CLASS 0 EZ0955 EZ0955.The North Carolina HARNS have been completed but, EZ0955.due to contractual restrictions, coordinates for these stations EZ0955.will NOT be published in the near future. In the interim, the EZ0955.published coordinates in North Carolina will not be EZ0955.consistent with the Continuously Operating Reference Stations EZ0955.(CORS). The HARN coordinates for these stations are available EZ0955.upon request. Contact Gary Thompson(919-733-3836). EZ0955. EZ0955.In addition, the published North Carolina positions EZ0955.(NAD 83 (1986)) are NOT consistent with those determined in EZ0955.adjacent state readjustments. The discontinuity between stations EZ0955.located in North Carolina and those in adjacent states EZ0955.which have been adjusted to the HARN may be as much as 5 EZ0955.decimeters. This will result in a significant loss of accuracy EZ0955.over lines crossing such state borders. EZ0955 EZ0955 EZ0955.The horizontal coordinates were established by classical geodetic methods EZ0955.and adjusted by the National Geodetic Survey in July 1986. EZ0955 EZ0955.The orthometric height was determined by differential leveling EZ0955.and adjusted by the National Geodetic Survey in June 1991. EZ0955 EZ0955.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0955 EZ0955.The geoid height was determined by GEOID03. EZ0955 EZ0955.The dynamic height is computed by dividing the NAVD 88 EZ0955.geopotential number by the normal gravity value computed on the EZ0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0955.degrees latitude (g = 980.6199 gals.). EZ0955 EZ0955.The modeled gravity was interpolated from observed gravity values. EZ0955 EZ0955; North East Units Scale Factor Converg. EZ0955;SPC NC - 231,990.300 638,663.543 MT 0.99992534 +0 11 08.4 EZ0955;SPC NC - 761,121.51 2,095,348.64 sFT 0.99992534 +0 11 08.4 EZ0955;UTM 17 - 3,968,785.370 709,687.828 MT 1.00014183 +1 21 35.8 EZ0955 EZ0955! - Elev Factor x Scale Factor = Combined Factor EZ0955!SPC NC - 0.99999318 x 0.99992534 = 0.99991852 EZ0955!UTM 17 - 0.99999318 x 1.00014183 = 1.00013501 EZ0955 EZ0955: Primary Azimuth Mark Grid Az EZ0955:SPC NC - BECKANA 125 09 42.8 EZ0955:UTM 17 - BECKANA 123 59 15.4 EZ0955 EZ0955|---------------------------------------------------------------------| EZ0955| PID Reference Object Distance Geod. Az | EZ0955| dddmmss.s | EZ0955| EZ0924 BECKANA APPROX. 1.0 KM 1252051.2 | EZ0955| EZ0954 KIDD 2 255.874 METERS 31948 | EZ0955|---------------------------------------------------------------------| EZ0955 EZ0955 SUPERSEDED SURVEY CONTROL EZ0955 EZ0955 NAD 27 - 35 50 26.53411(N) 078 40 42.83508(W) AD( ) 2 EZ0955 NGVD 29 (??/??/92) 76.301 (m) 250.33 (f) ADJ UNCH 2 0 EZ0955 EZ0955.Superseded values are not recommended for survey control. EZ0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0955.See file dsdata.txt to determine how the superseded data were derived. EZ0955 EZ0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0968868785(NAD 83) EZ0955_MARKER: DE = TRAVERSE STATION DISK EZ0955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0955_SP_SET: CONCRETE POST EZ0955_STAMPING: BREWER 2 1972 EZ0955_MARK LOGO: NCGS EZ0955_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ0955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0955+STABILITY: SURFACE MOTION EZ0955 EZ0955 HISTORY - Date Condition Report By EZ0955 HISTORY - 1972 MONUMENTED NCGS EZ0955 HISTORY - 1973 GOOD NCGS EZ0955 HISTORY - 1984 GOOD NCGS EZ0955 HISTORY - 1984 GOOD NCGS EZ0955 HISTORY - 19860101 GOOD NCGS EZ0955 HISTORY - 1988 GOOD USPSQD EZ0955 EZ0955 STATION DESCRIPTION EZ0955 EZ0955'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ0955'BREWER 2 IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ0955'THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ0955' EZ0955'BREWER 2 IS LOCATED APPROXIMATELY 4.7 MILES NNW OF CAPITOL SQUARE IN EZ0955'RALEIGH. TO REACH STATION FROM THE US 70 UNDERPASS OF US 1-US 64 EZ0955'BYPASS (BELTLINE) IN NW RALEIGH, PROCEED NW ALONG US 70 FOR 0.6 EZ0955'MILES TO STATION ON LEFT APPROXIMATELY 100 FEET SOUTH OF ENTRANCE TO EZ0955'UPPER PARKING LEVEL OF CRABTREE MALL, 0.2 MILES SE OF INTERSECTION EZ0955'OF US 70 AND US 50. EZ0955' EZ0955'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BREWER EZ0955'2 1972, SET IN A CONCRETE PRECAST MONUMENT, THE TOP OF WHICH IS FLUSH EZ0955'WITH THE SURFACE OF THE GROUND. EZ0955' EZ0955'MARK IS EZ0955'4.7 FEET SW OF EDGE OF SOUTH CURB OF US 70 EAST BOUND LANE. EZ0955'10.3 FEET ESE OF EAST MOST METAL SUPPORT POLE FOR OVERHEAD HIGHWAY EZ0955'SIGN. EZ0955'48.7 FEET NW OF NORTH MOST HIGHWAY R/W MARKER. EZ0955'92.2 FEET SE OF SERVICE POLE WITH TRAFFIC COUNTER BOX W/ALUMINUM EZ0955'REF. TAG. EZ0955 EZ0955 STATION RECOVERY (1973) EZ0955 EZ0955'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0955'4.7 MI NNW FROM RALEIGH. EZ0955'TO REACH STATION FROM THE U.S. 70 UNDERPASS OF U.S. 1 - U.S. 64 EZ0955'BYPASS (BELTLINE) IN NW RALEIGH, PROCEED NW ALONG U.S. 70 FOR EZ0955'0.6 MILES TO STATION ON LEFT APPROXIMATELY 100 FT SOUTH OF EZ0955'ENTRANCE TO UPPER PARKING LEVEL OF CRABTREE MALL, 0.2 MILES SE EZ0955'OF INTERSECTION OF U.S. 70 AND U.S. 50, 4.7 MILES SW OF EDGE OF EZ0955'SOUTH CURB OF U.S. 70 EAST BOUND LANE, 10.3 FT ESE OF EAST MOST EZ0955'METAL SUPPORT POLE FOR OVERHEAD HIGHWAY SIGN, 48.7 FT NW OF NORTH EZ0955'MOST HIGHWAY R/W MARKER, AND 92.2 FT SE OF SERVICE POLE WITH EZ0955'TRAFFIC COUNTER BOX AND ALUMINUM REF. TAG. DISK IS SET IN EZ0955'CONCRETE PRECAST MONUMENT FLUSH WITH THE SURFACE OF THE GROUND. EZ0955 EZ0955 STATION RECOVERY (1984) EZ0955 EZ0955'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ0955'THE STATION WAS RECOVERED AT THIS DATE. EZ0955'MARK IS IN GOOD CONDITION AS DESCRIBED. EZ0955' EZ0955'STATION IS ALSO A BENCH MARK. EZ0955 EZ0955 STATION RECOVERY (1984) EZ0955 EZ0955'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ0955'RECOVERED IN GOOD CONDITION. EZ0955 EZ0955 STATION RECOVERY (1986) EZ0955 EZ0955'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ0955'RECOVERED AS DESCRIBED. MARK IS ALSO 0.5 M (1.6 FT) EAST OF A POLE EZ0955'WITH A STREET LIGHT AND A REFERENCE TAG. MARK IS FLUSH WITH GROUND. EZ0955 EZ0955 STATION RECOVERY (1988) EZ0955 EZ0955'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EZ0955'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4429 *********************************************************************** EZ4429 DESIGNATION - BRICE EZ4429 PID - EZ4429 EZ4429 STATE/COUNTY- NC/WAKE EZ4429 USGS QUAD - ZEBULON (1981) EZ4429 EZ4429 *CURRENT SURVEY CONTROL EZ4429 ___________________________________________________________________ EZ4429* NAD 83(1986)- 35 51 28.30576(N) 078 16 41.76901(W) ADJUSTED EZ4429* NAVD 88 - 72.7 (meters) 239. (feet) VERTCON EZ4429 ___________________________________________________________________ EZ4429 LAPLACE CORR- -3.55 (seconds) DEFLEC99 EZ4429 GEOID HEIGHT- -34.06 (meters) GEOID03 EZ4429 EZ4429 HORZ ORDER - SECOND EZ4429 EZ4429.The North Carolina HARNS have been completed but, EZ4429.due to contractual restrictions, coordinates for these stations EZ4429.will NOT be published in the near future. In the interim, the EZ4429.published coordinates in North Carolina will not be EZ4429.consistent with the Continuously Operating Reference Stations EZ4429.(CORS). The HARN coordinates for these stations are available EZ4429.upon request. Contact Gary Thompson(919-733-3836). EZ4429. EZ4429.In addition, the published North Carolina positions EZ4429.(NAD 83 (1986)) are NOT consistent with those determined in EZ4429.adjacent state readjustments. The discontinuity between stations EZ4429.located in North Carolina and those in adjacent states EZ4429.which have been adjusted to the HARN may be as much as 5 EZ4429.decimeters. This will result in a significant loss of accuracy EZ4429.over lines crossing such state borders. EZ4429 EZ4429 EZ4429.The horizontal coordinates were established by classical geodetic methods EZ4429.and adjusted by the National Geodetic Survey in July 1986. EZ4429 EZ4429.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4429 EZ4429.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4429 EZ4429.The geoid height was determined by GEOID03. EZ4429 EZ4429; North East Units Scale Factor Converg. EZ4429;SPC NC - 234,067.356 674,786.465 MT 0.99992843 +0 24 59.6 EZ4429;SPC NC - 767,935.98 2,213,861.93 sFT 0.99992843 +0 24 59.6 EZ4429;UTM 17 - 3,971,604.491 745,771.805 MT 1.00034437 +1 35 42.4 EZ4429 EZ4429! - Elev Factor x Scale Factor = Combined Factor EZ4429!SPC NC - 0.99999393 x 0.99992843 = 0.99992237 EZ4429!UTM 17 - 0.99999393 x 1.00034437 = 1.00033830 EZ4429 EZ4429: Primary Azimuth Mark Grid Az EZ4429:SPC NC - MILES 219 22 37.7 EZ4429:UTM 17 - MILES 218 11 54.9 EZ4429 EZ4429|---------------------------------------------------------------------| EZ4429| PID Reference Object Distance Geod. Az | EZ4429| dddmmss.s | EZ4429| EZ4430 MILES APPROX. 1.0 KM 2194737.3 | EZ4429|---------------------------------------------------------------------| EZ4429 EZ4429 SUPERSEDED SURVEY CONTROL EZ4429 EZ4429 NAD 27 - 35 51 27.75276(N) 078 16 42.78112(W) AD( ) 2 EZ4429 NGVD 29 (07/19/86) 73.0 (m) 240. (f) VERT ANG EZ4429 EZ4429.Superseded values are not recommended for survey control. EZ4429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4429.See file dsdata.txt to determine how the superseded data were derived. EZ4429 EZ4429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4577271604(NAD 83) EZ4429_MARKER: DE = TRAVERSE STATION DISK EZ4429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4429_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4429_MAGNETIC: N = NO MAGNETIC MATERIAL EZ4429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4429+STABILITY: SURFACE MOTION EZ4429 EZ4429 HISTORY - Date Condition Report By EZ4429 HISTORY - 1976 MONUMENTED NCGS EZ4429 EZ4429 STATION DESCRIPTION EZ4429 EZ4429'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ4429'BRICE IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED EZ4429'APPROXIMATELY 3.0 MILES NORTHEAST OF ZEBULON, NORTH CAROLINA. EZ4429' EZ4429'TO REACH STATION FROM THE US 64 UNDERPASS OF NC 39 NORTHEAST OF EZ4429'ZEBULON, PROCEED WESTERLY ALONG US 64 FOR 0.65 MILE TO STATION ON EZ4429'RIGHT, AT THE EAST END OF GUARD RAIL, APPROXIMATELY MIDWAY BETWEEN EZ4429'BUNN LAKE AND A FEEDER BRANCH OF MOCCASIN CREEK. EZ4429' EZ4429'STATION MARK IS A STANDARD BRASS DISK, STAMPED---BRICE 1976---, SET IN EZ4429'IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE EZ4429'SURFACE OF THE GROUND. THE MARK IS 45.3 FEET NORTH-NORTHWEST OF THE EZ4429'CENTERLINE OF US 64 WEST BOUND LANE, 3.8 FEET SOUTH OF EAST END OF EZ4429'METAL GUARD RAIL, 101.9 FEET NORTH OF METAL DRAIN COVER IN MEDIAN, EZ4429'77.1 FEET EAST-NORTHEAST OF CENTER OF EAST END OF CONCRETE SPILLWAY, EZ4429'62.6 FEET (SLOPE DIST.) SOUTH-SOUTHEAST OF 10 INCH PINE WITH EZ4429'ALUMINUM TAG, AND 75.8 FEET (SLOPE DIST.) EAST-SOUTHEAST OF 6 INCH EZ4429'PINE WITH ALUMINUM TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0820 *********************************************************************** EZ0820 DESIGNATION - BRIDGE EZ0820 PID - EZ0820 EZ0820 STATE/COUNTY- NC/WAKE EZ0820 USGS QUAD - WAKE FOREST (1987) EZ0820 EZ0820 *CURRENT SURVEY CONTROL EZ0820 ___________________________________________________________________ EZ0820* NAD 83(1986)- 35 58 45.40703(N) 078 32 21.62360(W) ADJUSTED EZ0820* NAVD 88 - 115.893 (meters) 380.23 (feet) ADJUSTED EZ0820 ___________________________________________________________________ EZ0820 LAPLACE CORR- -7.03 (seconds) DEFLEC99 EZ0820 GEOID HEIGHT- -32.79 (meters) GEOID03 EZ0820 DYNAMIC HT - 115.795 (meters) 379.90 (feet) COMP EZ0820 MODELED GRAV- 979,786.3 (mgal) NAVD 88 EZ0820 EZ0820 HORZ ORDER - SECOND EZ0820 VERT ORDER - SECOND CLASS 0 EZ0820 EZ0820.The North Carolina HARNS have been completed but, EZ0820.due to contractual restrictions, coordinates for these stations EZ0820.will NOT be published in the near future. In the interim, the EZ0820.published coordinates in North Carolina will not be EZ0820.consistent with the Continuously Operating Reference Stations EZ0820.(CORS). The HARN coordinates for these stations are available EZ0820.upon request. Contact Gary Thompson(919-733-3836). EZ0820. EZ0820.In addition, the published North Carolina positions EZ0820.(NAD 83 (1986)) are NOT consistent with those determined in EZ0820.adjacent state readjustments. The discontinuity between stations EZ0820.located in North Carolina and those in adjacent states EZ0820.which have been adjusted to the HARN may be as much as 5 EZ0820.decimeters. This will result in a significant loss of accuracy EZ0820.over lines crossing such state borders. EZ0820 EZ0820 EZ0820.The horizontal coordinates were established by classical geodetic methods EZ0820.and adjusted by the National Geodetic Survey in July 1986. EZ0820 EZ0820.The orthometric height was determined by differential leveling EZ0820.and adjusted by the National Geodetic Survey in June 1991. EZ0820 EZ0820.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0820 EZ0820.The geoid height was determined by GEOID03. EZ0820 EZ0820.The dynamic height is computed by dividing the NAVD 88 EZ0820.geopotential number by the normal gravity value computed on the EZ0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0820.degrees latitude (g = 980.6199 gals.). EZ0820 EZ0820.The modeled gravity was interpolated from observed gravity values. EZ0820 EZ0820; North East Units Scale Factor Converg. EZ0820;SPC NC - 247,398.111 651,144.799 MT 0.99995309 +0 15 57.2 EZ0820;SPC NC - 811,671.97 2,136,297.56 sFT 0.99995309 +0 15 57.2 EZ0820;UTM 17 - 3,984,450.043 721,852.749 MT 1.00020651 +1 26 46.4 EZ0820 EZ0820! - Elev Factor x Scale Factor = Combined Factor EZ0820!SPC NC - 0.99998696 x 0.99995309 = 0.99994005 EZ0820!UTM 17 - 0.99998696 x 1.00020651 = 1.00019346 EZ0820 EZ0820: Primary Azimuth Mark Grid Az EZ0820:SPC NC - SCOVILL 014 14 10.7 EZ0820:UTM 17 - SCOVILL 013 03 21.5 EZ0820 EZ0820|---------------------------------------------------------------------| EZ0820| PID Reference Object Distance Geod. Az | EZ0820| dddmmss.s | EZ0820| EZ5018 SCOVILL APPROX. 0.6 KM 0143007.9 | EZ0820| EZ5031 BEEJAY 365.282 METERS 08357 | EZ0820|---------------------------------------------------------------------| EZ0820 EZ0820 SUPERSEDED SURVEY CONTROL EZ0820 EZ0820 NAD 27 - 35 58 44.86656(N) 078 32 22.62182(W) AD( ) 2 EZ0820 NGVD 29 (??/??/92) 116.16 (m) 381.1 (f) COMPUTED 2 0 EZ0820 EZ0820.Superseded values are not recommended for survey control. EZ0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0820.See file dsdata.txt to determine how the superseded data were derived. EZ0820 EZ0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2185384450(NAD 83) EZ0820_MARKER: DE = TRAVERSE STATION DISK EZ0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0820_SP_SET: BRIDGE EZ0820_STAMPING: BRIDGE 1970 EZ0820_MARK LOGO: NCGS EZ0820_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0820+STABILITY: SURFACE MOTION EZ0820 EZ0820 HISTORY - Date Condition Report By EZ0820 HISTORY - 1970 MONUMENTED NCGS EZ0820 HISTORY - 1972 GOOD NCGS EZ0820 HISTORY - 1978 GOOD NCGS EZ0820 HISTORY - 1985 GOOD USPSQD EZ0820 HISTORY - 19850101 GOOD NCGS EZ0820 HISTORY - 1987 GOOD USPSQD EZ0820 EZ0820 STATION DESCRIPTION EZ0820 EZ0820'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ0820'BRIDGE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0820'VICINITY OF NORTHWEST WAKE COUNTY. EZ0820' EZ0820'BRIDGE IS LOCATED APPROXIMATELY 2.65 MILES WEST OF WAKE FOREST AND EZ0820'3.6 MILES NORTHWEST OF FALLS. STATION IS IN THE NORTHWEST CORNER OF EZ0820'BRIDGE ON US 1 OVER NC 98. EZ0820' EZ0820'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ0820'BRIDGE 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ0820'IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0820' EZ0820'MARK IS-- EZ0820'18.9 FEET W OF C/L OF US 1. EZ0820'3.1 FEET NNW OF BOTTOM OF NW CORNER OF CONCRETE BRIDGE RAILING. EZ0820'80.3 FEET ENE OF ALUMINUM REF. TAG ON PP. EZ0820'11.3 FEET SSW OF ALUMINUM REF. TAG ON 4X4 CLEARANCE SIGN. EZ0820'13.9 FEET SSW OF TOP OF DRAIN. EZ0820'69.0 FEET N OF C/L OF NC 98. EZ0820 EZ0820 STATION RECOVERY (1972) EZ0820 EZ0820'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0820'2.6 MI W FROM WAKE FOREST. EZ0820'STATION IS 2.65 MILES W OF WAKE FOREST AND 3.6 MILES NW OF FALLS, EZ0820'IN THE NW CORNER OF BRIDGE ON U.S. 1 OVER NC 98, 18.9 FT W OF C/L EZ0820'OF U.S. 1, 69.0 FT N OF C/L OF NC 98, 80.3 FT ENE OF ALUM. REF. EZ0820'TAG ON PP 11.3 FT SSW OF ALUM. REF. TAG ON 4 X 4 CLEARANCE EZ0820'SIGN AND 3.1 FT NNW OF BOTTOM OF NW CORNER OF CONCRETE BRIDGE EZ0820'RAILING. STATION IS FLUSH WITH THE GROUND. EZ0820 EZ0820 STATION RECOVERY (1978) EZ0820 EZ0820'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ0820'RECOVERED AS DESCRIBED. EZ0820 EZ0820 STATION RECOVERY (1985) EZ0820 EZ0820'RECOVERY NOTE BY US POWER SQUADRON 1985 (JTS) EZ0820'RECOVERED IN GOOD CONDITION. EZ0820 EZ0820 STATION RECOVERY (1985) EZ0820 EZ0820'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0820'RECOVERED AS DESCRIBED. MARK IS AT THE NORTHWEST CORNER OF BRIDGE. EZ0820'NOTE--A REPORT IN FEBRUARY 1996 SAID MARK HAD BEEN DESTROYED. EZ0820 EZ0820 STATION RECOVERY (1987) EZ0820 EZ0820'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS) EZ0820'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5061 *********************************************************************** EZ5061 DESIGNATION - BRIGGS EZ5061 PID - EZ5061 EZ5061 STATE/COUNTY- NC/WAKE EZ5061 USGS QUAD - RALEIGH EAST (1993) EZ5061 EZ5061 *CURRENT SURVEY CONTROL EZ5061 ___________________________________________________________________ EZ5061* NAD 83(1986)- 35 50 06.37616(N) 078 37 01.25651(W) ADJUSTED EZ5061* NAVD 88 - 102. (meters) 335. (feet) SCALED EZ5061 ___________________________________________________________________ EZ5061 LAPLACE CORR- -7.39 (seconds) DEFLEC99 EZ5061 GEOID HEIGHT- -32.87 (meters) GEOID03 EZ5061 EZ5061 HORZ ORDER - SECOND EZ5061 EZ5061.The North Carolina HARNS have been completed but, EZ5061.due to contractual restrictions, coordinates for these stations EZ5061.will NOT be published in the near future. In the interim, the EZ5061.published coordinates in North Carolina will not be EZ5061.consistent with the Continuously Operating Reference Stations EZ5061.(CORS). The HARN coordinates for these stations are available EZ5061.upon request. Contact Gary Thompson(919-733-3836). EZ5061. EZ5061.In addition, the published North Carolina positions EZ5061.(NAD 83 (1986)) are NOT consistent with those determined in EZ5061.adjacent state readjustments. The discontinuity between stations EZ5061.located in North Carolina and those in adjacent states EZ5061.which have been adjusted to the HARN may be as much as 5 EZ5061.decimeters. This will result in a significant loss of accuracy EZ5061.over lines crossing such state borders. EZ5061 EZ5061 EZ5061.The horizontal coordinates were established by classical geodetic methods EZ5061.and adjusted by the National Geodetic Survey in July 1986. EZ5061 EZ5061.The orthometric height was scaled from a topographic map. EZ5061 EZ5061.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5061 EZ5061.The geoid height was determined by GEOID03. EZ5061 EZ5061; North East Units Scale Factor Converg. EZ5061;SPC NC - 231,372.160 644,201.535 MT 0.99992431 +0 13 15.8 EZ5061;SPC NC - 759,093.49 2,113,517.87 sFT 0.99992431 +0 13 15.8 EZ5061;UTM 17 - 3,968,280.751 715,238.612 MT 1.00017090 +1 23 44.4 EZ5061 EZ5061! - Elev Factor x Scale Factor = Combined Factor EZ5061!SPC NC - 0.99998919 x 0.99992431 = 0.99991350 EZ5061!UTM 17 - 0.99998919 x 1.00017090 = 1.00016009 EZ5061 EZ5061: Primary Azimuth Mark Grid Az EZ5061:SPC NC - BRIGGS RM 2 AZIMUTH 183 50 33.1 EZ5061:UTM 17 - BRIGGS RM 2 AZIMUTH 182 40 04.5 EZ5061 EZ5061|---------------------------------------------------------------------| EZ5061| PID Reference Object Distance Geod. Az | EZ5061| dddmmss.s | EZ5061| EZ6093 BRIGGS RM 1 25.900 METERS 15627 | EZ5061| EZ6094 BRIGGS RM 2 AZIMUTH 1840348.9 | EZ5061| EZ0914 BRIGGS 2 12.051 METERS 18404 | EZ5061| EZ0915 BRIGGS RM 3 18.198 METERS 27350 | EZ5061|---------------------------------------------------------------------| EZ5061 EZ5061 SUPERSEDED SURVEY CONTROL EZ5061 EZ5061 NAD 27 - 35 50 05.84500(N) 078 37 02.24100(W) AD( ) 2 EZ5061 EZ5061.Superseded values are not recommended for survey control. EZ5061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5061.See file dsdata.txt to determine how the superseded data were derived. EZ5061 EZ5061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1523968281(NAD 83) EZ5061_MARKER: DS = TRIANGULATION STATION DISK EZ5061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5061_STAMPING: BRIGGS 1933 EZ5061_MARK LOGO: CGS EZ5061 EZ5061 HISTORY - Date Condition Report By EZ5061 HISTORY - 1933 MONUMENTED CGS EZ5061 HISTORY - 1961 GOOD NCGS EZ5061 HISTORY - 1967 GOOD CGS EZ5061 EZ5061 STATION DESCRIPTION EZ5061 EZ5061'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH) EZ5061'ABOUT 4 MILES A LITTLE EAST OF NORTH OF THE CENTER OF RALEIGH, ON EZ5061'LAND OWNED BY W. G. BRIGGS, AND OCCUPIED BY LUMFORD. TO REACH FROM EZ5061'RALEIGH, GO NORTH ABOUT 2.9 MILES ON ROUTE 1 AND CROSS CRABTREE EZ5061'CREEK. CONTINUE NORTH 1.1 MILES PASSING SIDE ROAD AT A. J. HONEYCUTTS EZ5061'STANDARD OIL STATION, AT 1.4 MILES TURN LEFT (WEST) ONTO DIM ROAD EZ5061'AT STONE PILLAR ON LEFT AND AN ORANGE CRUSH SIGN. FOLLOW THIS ROAD EZ5061'UP HILL, THROUGH PEACH ORCHARD, ABOUT 150 YARDS TO TOP, AND TO EZ5061'HOLLY TREE ON NORTH SIDE OF ROAD AND AT EAST SIDE OF FLAT TOP. EZ5061'STATION IS 7.50 FEET WEST OF THIS HOLLY TREE. EZ5061'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION EZ5061'MARKS IN CONCRETE. EZ5061'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE 11A EZ5061' EZ5061'REFERENCE MARK NO. 1 IS 9 FEET SOUTH OF ROAD THAT PASSES EZ5061'STATION AND 25.90 METERS (85.0 FEET) EZ5061'FROM STATION S 23 DEG 33 MIN E. EZ5061' EZ5061'REFERENCE MARK NO. 2 IS EZ5061'14 FEET SOUTH OF CENTER LINE OF DIRT ROAD LEADING NORTHEAST FROM EZ5061'ROUTE 1 AT HONEYCUTTS SERVICE STATION, 0.08 MILE NORTHEAST OF EZ5061'ROUTE 1, 6 FEET WEST OF THIRD TELEPHONE POLE FROM ROUTE 1 (OF ROW EZ5061'NEAREST DIRT ROAD), 1.3 FEET NORTH OF FENCE LINE WITH 6- BY 6-INCH EZ5061'CREOSOTED POSTS, AND APPROXIMATELY 0.5 MILE EZ5061'FROM STATION S 04 DEG 04 MIN W. EZ5061' EZ5061'REFERENCE MARK NO. 3 IS 6 FEET SOUTH OF DIM ROAD THAT EZ5061'LEADS TO STATION, AND 18.19 METERS (59.7 FEET) EZ5061'FROM STATION N 86 DEG 11 MIN W. EZ5061 EZ5061 STATION RECOVERY (1961) EZ5061 EZ5061'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ5061'STATION AND REFERENCE MARKS 1,2 AND 3 IN GOOD CONDITION. CHANGE EZ5061'DESCRIPTION OF REFERENCE MARK 2 TO READ-- NO. 2 IS 17.5 FEET SOUTH EZ5061'OF CENTER LINE OF BLACK TOP ROAD, LEADING NE FROM OLD ROUTE 1 AT EZ5061'SERVICE STATION 477 FEET NORTHEAST OF OLD ROUTE 1 AND 160 FEET EZ5061'SOUTHWEST OF WEST GATE POST ON SOUTH SIDE OF ROAD. EZ5061 EZ5061 STATION RECOVERY (1967) EZ5061 EZ5061'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (NCS) EZ5061'STATION MARK, RMS 2 AND 3 WERE RECOVERED IN GOOD CONDITION, RM 1 WAS EZ5061'DESTROYED DURING GRADING OPERATIONS. EZ5061' EZ5061'STATION MARK IS IN THE WAY OF CONSTRUCTION OF CIMARRON APARTMENTS EZ5061'COMPLEX, AND WAS DESTROYED AFTER ESTABLISHING BRIGGS 2. SEE EZ5061'DESCRIPTION THEREOF. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0914 *********************************************************************** EZ0914 DESIGNATION - BRIGGS 2 EZ0914 PID - EZ0914 EZ0914 STATE/COUNTY- NC/WAKE EZ0914 USGS QUAD - RALEIGH EAST (1993) EZ0914 EZ0914 *CURRENT SURVEY CONTROL EZ0914 ___________________________________________________________________ EZ0914* NAD 83(1986)- 35 50 05.98613(N) 078 37 01.29052(W) ADJUSTED EZ0914* NAVD 88 - 102.223 (meters) 335.38 (feet) ADJUSTED EZ0914 ___________________________________________________________________ EZ0914 LAPLACE CORR- -7.39 (seconds) DEFLEC99 EZ0914 GEOID HEIGHT- -32.87 (meters) GEOID03 EZ0914 DYNAMIC HT - 102.136 (meters) 335.09 (feet) COMP EZ0914 MODELED GRAV- 979,777.0 (mgal) NAVD 88 EZ0914 EZ0914 HORZ ORDER - SECOND EZ0914 VERT ORDER - SECOND CLASS 0 EZ0914 EZ0914.The North Carolina HARNS have been completed but, EZ0914.due to contractual restrictions, coordinates for these stations EZ0914.will NOT be published in the near future. In the interim, the EZ0914.published coordinates in North Carolina will not be EZ0914.consistent with the Continuously Operating Reference Stations EZ0914.(CORS). The HARN coordinates for these stations are available EZ0914.upon request. Contact Gary Thompson(919-733-3836). EZ0914. EZ0914.In addition, the published North Carolina positions EZ0914.(NAD 83 (1986)) are NOT consistent with those determined in EZ0914.adjacent state readjustments. The discontinuity between stations EZ0914.located in North Carolina and those in adjacent states EZ0914.which have been adjusted to the HARN may be as much as 5 EZ0914.decimeters. This will result in a significant loss of accuracy EZ0914.over lines crossing such state borders. EZ0914 EZ0914 EZ0914.The horizontal coordinates were established by classical geodetic methods EZ0914.and adjusted by the National Geodetic Survey in July 1986. EZ0914 EZ0914.The orthometric height was determined by differential leveling EZ0914.and adjusted by the National Geodetic Survey in June 1991. EZ0914 EZ0914.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0914 EZ0914.The geoid height was determined by GEOID03. EZ0914 EZ0914.The dynamic height is computed by dividing the NAVD 88 EZ0914.geopotential number by the normal gravity value computed on the EZ0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0914.degrees latitude (g = 980.6199 gals.). EZ0914 EZ0914.The modeled gravity was interpolated from observed gravity values. EZ0914 EZ0914; North East Units Scale Factor Converg. EZ0914;SPC NC - 231,360.137 644,200.728 MT 0.99992429 +0 13 15.8 EZ0914;SPC NC - 759,054.05 2,113,515.22 sFT 0.99992429 +0 13 15.8 EZ0914;UTM 17 - 3,968,268.711 715,238.051 MT 1.00017089 +1 23 44.4 EZ0914 EZ0914! - Elev Factor x Scale Factor = Combined Factor EZ0914!SPC NC - 0.99998911 x 0.99992429 = 0.99991341 EZ0914!UTM 17 - 0.99998911 x 1.00017089 = 1.00016000 EZ0914 EZ0914: Primary Azimuth Mark Grid Az EZ0914:SPC NC - BRIGGS 2 RM 5 123 39 28.9 EZ0914:UTM 17 - BRIGGS 2 RM 5 122 29 00.3 EZ0914 EZ0914|---------------------------------------------------------------------| EZ0914| PID Reference Object Distance Geod. Az | EZ0914| dddmmss.s | EZ0914| EZ5061 BRIGGS 12.051 METERS 00404 | EZ0914| EZ0913 COLBY 172.710 METERS 09247 | EZ0914| EZ6579 MONTECITO 115.737 METERS 12051 | EZ0914| EZ6096 BRIGGS 2 RM 5 1235244.7 | EZ0914| EZ6095 BRIGGS 2 RM 4 11.514 METERS 12958 | EZ0914| EZ0915 BRIGGS RM 3 21.785 METERS 30725 | EZ0914|---------------------------------------------------------------------| EZ0914 EZ0914 SUPERSEDED SURVEY CONTROL EZ0914 EZ0914 NAD 27 - 35 50 05.45484(N) 078 37 02.27502(W) AD( ) 2 EZ0914 NGVD 29 (??/??/92) 102.51 (m) 336.3 (f) COMPUTED 2 0 EZ0914 EZ0914.Superseded values are not recommended for survey control. EZ0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0914.See file dsdata.txt to determine how the superseded data were derived. EZ0914 EZ0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1523868269(NAD 83) EZ0914_MARKER: DS = TRIANGULATION STATION DISK EZ0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0914_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0914_STAMPING: BRIGGS 2 1967 EZ0914_MARK LOGO: CGS EZ0914_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0914+STABILITY: SURFACE MOTION EZ0914 EZ0914 HISTORY - Date Condition Report By EZ0914 HISTORY - 1967 MONUMENTED CGS EZ0914 HISTORY - 1972 GOOD NCGS EZ0914 HISTORY - 1973 GOOD NGS EZ0914 HISTORY - 1979 GOOD NGS EZ0914 HISTORY - 1984 GOOD NCGS EZ0914 HISTORY - 19870101 GOOD NCGS EZ0914 EZ0914 STATION DESCRIPTION EZ0914 EZ0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (NCS) EZ0914'LOCATED ABOUT 4 MILES NORTH-NORTHEAST OF THE CENTER OF RALEIGH EZ0914'AT THE CIMARRON APARTMENTS, JUST SOUTH OF EASTGATE SHOPPING EZ0914'CENTER. STATION MARK IS A STANDARD DISK STAMPED BRIGGS 2 1967, EZ0914'SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 3 EZ0914'INCHES. IT IS 45 FEET SOUTHEAST OF A POWER POLE AND 1.3 FEET EZ0914'NORTHWEST OF A METAL WITNESS POST, AT THE TOP EDGE OF A BANK, EZ0914'AND IN REAR OF (PROPOSED) LAUNDRY. EZ0914' EZ0914'RM 3 (ARROW DOES NOT POINT TOWARD BRIGGS 2) IS A STANDARD EZ0914'DISK STAMPED BRIGGS NO 3 1933, SET IN THE TOP OF A SQUARE EZ0914'CONCRETE MONUMENT THAT PROJECTS 2 INCHES. IT IS 32 FEET WEST EZ0914'OF THE POWER POLE AND 3 FEET SOUTHWEST OF THE TOP OF THE BANK, EZ0914'AND ALSO IN REAR OF THE PROPOSED LAUNDRY BUILDING. (THE EZ0914'LAUNDRY GOES WITH AND IS A PART OF THE CIMARRON APARTMENTS EZ0914'COMPLEX.) EZ0914' EZ0914'AZIMUTH MARK IS ABOUT 0.3 MILE SOUTH OF THE STATION, ON NEW HOPE EZ0914'CHURCH ROAD, 208 FEET EAST OF THE INTERSECTION OF THE FIRST T EZ0914'ROAD RIGHT, OFF HIGHWAY 1-A, 150 FEET WEST OF THE INTERSECTION EZ0914'OF NEW HOPE CHURCH ROAD AND WOODLAWN DRIVE, 18 FEET SOUTH OF EZ0914'THE CENTER OF NEW HOPE CHURCH ROAD, 1.0 FOOT EAST OF A METAL EZ0914'WITNESS POST AND BENEATH A HEDGEROW OF CEDARS. IT IS A EZ0914'STANDARD REFERENCE DISK STAMPED BRIGGS NO 2 1933, SET IN THE EZ0914'TOP OF A SQUARE CONCRETE MONUMENT THAT PROJECTS 4 INCHES. TO EZ0914'REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON 1-A FOR EZ0914'0.3 MILE TO NEW HOPE CHURCH ROAD, TURN LEFT AND GO NORTHEAST EZ0914'FOR 0.1 MILE TO THE MARK ON THE RIGHT. EZ0914' EZ0914'TO REACH THE STATION FROM RALEIGH, GO NORTH ON HIGHWAY 1-A FOR EZ0914'4 MILES TO EASTGATE SHOPPING CENTER, THE CIMARRON APARTMENTS EZ0914'COMPLEX, AND THE STATION ON THE SOUTHWEST SIDE OF THE COMPLEX. EZ0914 EZ0914 STATION RECOVERY (1972) EZ0914 EZ0914'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0914'1.3 MI SSW FROM MILLBROOK. EZ0914'BRIGGS 2 IS LOCATED APPROXIMATELY 4.0 MILES NNE OF CAPITOL SQUARE EZ0914'IN RALEIGH. TO REACH THE STATION FROM WAKE FOREST ROAD (SR 2000) EZ0914'UNDERPASS OF U.S. 1 - U.S. 64 BYPASS IN NORTH RALEIGH, PROCEED EZ0914'NORTH ALONG WAKE FOREST ROAD FOR 0.7 MILES TO A DRIVE LEFT INTO EZ0914'THE MONTECITO APARTMENTS, THENCE NW ALONG THIS DRIVE AND WOODS EZ0914'EDGE FOR APPROXIMATELY 400 FT TO STATION ON LEFT ON TOP OF BANK, EZ0914'JUST SW OF THE EAST GATE SHOPPING CENTER, 45.5 FT SW OF SE CORNER EZ0914'OF A LAUNDRY AND STORAGE BUILDING, 6.5 FT W OF PROJECTION OF E EZ0914'WALL OF BUILDING, 46.0 FT SSE OF PP W/SEVERAL TRANSFORMERS, 18.5 EZ0914'FT NW OF 10 IN PINE, AND 1.3 FT NW OF METAL WITNESS POST. DISK EZ0914'IS SET IN CONCRETE CYLINDER PROJECTING 3 INCHES ABOVE THE SURFACE EZ0914'OF THE GROUND. EZ0914 EZ0914 STATION RECOVERY (1973) EZ0914 EZ0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS) EZ0914'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND TO EZ0914'BE IN GOOD CONDITION. THE APARTMENT COMPLEX IS KNOWN AS THE EZ0914'MONTECITO APARTMENTS AND THE LAUNDRY BUILDING THAT WAS PROPOSED EZ0914'HAS BEEN CONSTRUCTED. AS INSTRUCTED AN AZIMUTH MARK WAS EZ0914'ESTABLISHED AND POLARIS OBSERVATIONS MADE. REFERENCE MARK NO. 4 EZ0914'WAS ALSO ESTABLISHED. THE DISTANCE TO REFERENCE MARK NO. 3 WAS EZ0914'CHECKED AND FOUND TO BE CORRECT. REFERENCE MARK NO. 2 (AZIMUTH EZ0914'MARK) IS NOT VISIBLE FROM STATION BECAUSE OF DENSE WOODS AND EZ0914'THE BAYLEAF LOOKOUT TOWER IS NOT VISIBLE FROM STATION AS THE EZ0914'TOWER HAS BEEN DISMANTLED AND MOVED TO ANOTHER EZ0914'LOCATION. ORIGINAL DESCRIPTION IS ADEQUATE WITH THE EZ0914'ADDITIONAL DESCRIPTION. EZ0914' EZ0914'REFERENCE MARK NO. 4 IS 57 FEET SOUTH OF THE SOUTHEAST CORNER OF EZ0914'LAUNDRY BUILDING AND ON TOP OF THE EMBANKMENT. MARK IS A EZ0914'STANDARD DISK SET FLUSH IN THE TOP OF A CONCRETE MONUMENT ABOUT EZ0914'12 INCHES IN DIAMETER, PROJECTS ABOUT 2 INCHES AND THE DISK IS EZ0914'STAMPED BRIGGS 2 1967 NO 4 1973. NOTE 11B. EZ0914' EZ0914'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EZ0914'NORTH EDGE OF RALEIGH. EZ0914 EZ0914 STATION RECOVERY (1979) EZ0914 EZ0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN) EZ0914'THE STATION MARK, REFERENCE MARKS 2, 3, 4 AND 5 WERE RECOVERED IN GOOD EZ0914'CONDITION. REFERENCE MARK 2 IS OBSTRUCTED BY BUILDINGS AND A HOUSING EZ0914'DEVELOPMENT. THE DISTANCE AND DIRECTIONS TO REFERENCE MARKS 3 AND 4 EZ0914'CHECKED WITH THE 1973 DESCRIPTION. EZ0914' EZ0914'A NEW DESCRIPTION FOLLOWS-- EZ0914' EZ0914'THE STATION IS LOCATED IN THE NORTH PART OF RALEIGH AT THE SOUTH EDGE EZ0914'OF THE MONTECITO APARTMENTS AND ABOUT 0.05 MILE SOUTH OF EASTGATE EZ0914'SHOPING CENTER ON A CUT BANK IN THE EDGE OF A WOODED AREA. EZ0914' EZ0914'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1, 64 AND EZ0914'70, STATE HIGHWAY 50 AT THE BELTLINE OVERPASS OVER WAKE FOREST EZ0914'ROAD IN THE NORTH PART OF RALEIGH, GO NORTHEAST ON WAKE FOREST EZ0914'ROAD FOR 0.4 MILE TO THE JUNCTION WITH NEW HOPE CH ROAD ON THE EZ0914'RIGHT AND REFERENCE MARK 208 FEET EAST ALONG NEW HOPE CH ROAD, EZ0914'CONTINUE NORTHEASTERLY ON WAKE FOREST ROAD FOR 0.3 MILE TO REFERENCE EZ0914'MARK 5 ON THE RIGHT. TURN LEFT INTO ENTRANCE TO THE MONTECITO EZ0914'APARTMENTS PARKING LOT AND GO WESTERLY FOR 0.1 MILE TO THE LAUNDRY EZ0914'ROOM AND THE STATION ON THE LEFT ON CUT BANK. EZ0914' EZ0914'STATION MARKS ARE STANDARD DISKS STAMPED---BRIGGS 2 1967---THE EZ0914'SURFACE DISK IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST EZ0914'THAT IS FLUSH WITH THE GROUND. THE UNDERGROUND MARK WAS NOT EZ0914'INSPECTED. THEY ARE 1.3 FEET WEST OF A METAL WITNESS POST, 23.7 FEET EZ0914'EAST OF A 10-INCH PINE TREE WITH AN ALUMINUM REFERENCE TAG, 45.8 EZ0914'SOUTHWEST OF THE SOUTHWEST CORNER OF THE LAUNDRY ROOM AND 46 FEET EZ0914'SOUTHEAST OF A POWERLINE POLE WITH THREE TRANSFORMERS AND AN ALUMINUM EZ0914'REFERENCE TAG. EZ0914' EZ0914'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---BRIGGS NO 3 1933--- EZ0914'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST. THE ARROW IS EZ0914'POINTING AWAY FROM THE STATION 45 DEGREES COUNTER CLOCKWISE. IT EZ0914'IS 32.5 FEET WEST OF THE POWER POLE, 33 FEET SOUTH OF A LIGHT POLE EZ0914'AND 43.2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE LAUNDRY ROOM EZ0914'AND ABOUT THE SAME ELEVATION AS THE STATION. EZ0914' EZ0914'REFERENCE MARK 4 IS A STANDARD DISK STAMPED---BRIGGS 2 1967 NO 4 EZ0914'1973---SET IN THE TOP OF A CYLINDRICAL CONCRETE POST THAT IS EZ0914'12-INCHES IN DIAMETER. IT IS 36.4 FEET SOUTHEAST OF A METAL WITNESS EZ0914'POST, 57.2 FEET SOUTH OF THE SOUTHEAST CORNER OF THE LAUNDRY ROOM, EZ0914'76 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST EDGE OF THE PAVED PARKING EZ0914'LOT, 82.8 FEET SOUTHEAST OF THE POWERLINE POLE AND ABOUT THE SAME EZ0914'ELEVATION AS THE STATION MARK. EZ0914' EZ0914'REFERENCE MARK 5 IS A STANDARD DISK STAMPED---BRIGGS 2 1967 NO 5 EZ0914'1973---SET IN THE TOP OF A CYLINDRICAL CONCRETE POST THAT IS EZ0914'12-INCHES IN DIAMETER AND FLUSH WITH THE GROUND. IT IS 3.4 FEET EZ0914'SOUTHEAST OF THE SOUTHEAST EDGE OF PAVEMENT OF WAKE FORREST ROAD, EZ0914'15.1 FEET NORTHEAST OF A POWERLINE POLE, 64.7 FEET WEST OF BUILDING EZ0914'NUMBER 3900 AND 83.7 FEET SOUTHWEST OF A POWERLINE POLE. EZ0914' EZ0914'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---BRIGGS NO 2 1933--- EZ0914'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 3 EZ0914'INCHES ABOVE THE GROUND. IT IS BETWEEN THE 3RD AND 4TH CEDAR TREE EZ0914'WEST OF WOODLAWN DRIVE, 1 FOOT EAST OF A WITNESS POST, 18.1 FEET EZ0914'SOUTH OF THE CENTERLINE OF NEW HOPE CHURCH ROAD, 23 FEET NORTH OF A EZ0914'WIRE FENCE AND 150 FEET WEST OF THE CENTER OF WOODLAWN DRIVE. EZ0914 EZ0914 STATION RECOVERY (1984) EZ0914 EZ0914'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ0914'THE STATION WAS RECOVERED AT THIS DATE. EZ0914'THE DESCRIPTION AS WRITTEN IN 1979 IS ADEQUATE. THE REFERENCE MARKS EZ0914'WERE NOT SEARCHED FOR AT THIS TIME. EZ0914' EZ0914'NCGS EZ0914 EZ0914 STATION RECOVERY (1987) EZ0914 EZ0914'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ0914'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0915 *********************************************************************** EZ0915 DESIGNATION - BRIGGS RM 3 EZ0915 PID - EZ0915 EZ0915 STATE/COUNTY- NC/WAKE EZ0915 USGS QUAD - RALEIGH EAST (1993) EZ0915 EZ0915 *CURRENT SURVEY CONTROL EZ0915 ___________________________________________________________________ EZ0915* NAD 83(1986)- 35 50 06.41555(N) 078 37 01.98000(W) ADJUSTED EZ0915* NAVD 88 - 102.926 (meters) 337.68 (feet) ADJUSTED EZ0915 ___________________________________________________________________ EZ0915 LAPLACE CORR- -7.39 (seconds) DEFLEC99 EZ0915 GEOID HEIGHT- -32.87 (meters) GEOID03 EZ0915 DYNAMIC HT - 102.838 (meters) 337.39 (feet) COMP EZ0915 MODELED GRAV- 979,777.1 (mgal) NAVD 88 EZ0915 EZ0915 HORZ ORDER - SECOND EZ0915 VERT ORDER - SECOND CLASS 0 EZ0915 EZ0915.The North Carolina HARNS have been completed but, EZ0915.due to contractual restrictions, coordinates for these stations EZ0915.will NOT be published in the near future. In the interim, the EZ0915.published coordinates in North Carolina will not be EZ0915.consistent with the Continuously Operating Reference Stations EZ0915.(CORS). The HARN coordinates for these stations are available EZ0915.upon request. Contact Gary Thompson(919-733-3836). EZ0915. EZ0915.In addition, the published North Carolina positions EZ0915.(NAD 83 (1986)) are NOT consistent with those determined in EZ0915.adjacent state readjustments. The discontinuity between stations EZ0915.located in North Carolina and those in adjacent states EZ0915.which have been adjusted to the HARN may be as much as 5 EZ0915.decimeters. This will result in a significant loss of accuracy EZ0915.over lines crossing such state borders. EZ0915 EZ0915 EZ0915.The horizontal coordinates were established by classical geodetic methods EZ0915.and adjusted by the National Geodetic Survey in July 1986. EZ0915 EZ0915.The orthometric height was determined by differential leveling EZ0915.and adjusted by the National Geodetic Survey in September 1998. EZ0915 EZ0915.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0915 EZ0915.The geoid height was determined by GEOID03. EZ0915 EZ0915.The dynamic height is computed by dividing the NAVD 88 EZ0915.geopotential number by the normal gravity value computed on the EZ0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0915.degrees latitude (g = 980.6199 gals.). EZ0915 EZ0915.The modeled gravity was interpolated from observed gravity values. EZ0915 EZ0915; North East Units Scale Factor Converg. EZ0915;SPC NC - 231,373.304 644,183.374 MT 0.99992431 +0 13 15.4 EZ0915;SPC NC - 759,097.25 2,113,458.29 sFT 0.99992431 +0 13 15.4 EZ0915;UTM 17 - 3,968,281.523 715,220.426 MT 1.00017080 +1 23 44.0 EZ0915 EZ0915! - Elev Factor x Scale Factor = Combined Factor EZ0915!SPC NC - 0.99998900 x 0.99992431 = 0.99991332 EZ0915!UTM 17 - 0.99998900 x 1.00017080 = 1.00015980 EZ0915 EZ0915 SUPERSEDED SURVEY CONTROL EZ0915 EZ0915 NAD 27 - 35 50 05.88438(N) 078 37 02.96456(W) AD( ) 2 EZ0915 NAVD 88 (06/15/91) 102.922 (m) 337.67 (f) UNKNOWN 2 0 EZ0915 NGVD 29 (??/??/92) 103.21 (m) 338.6 (f) COMPUTED 2 0 EZ0915 EZ0915.Superseded values are not recommended for survey control. EZ0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0915.See file dsdata.txt to determine how the superseded data were derived. EZ0915 EZ0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1522068282(NAD 83) EZ0915_MARKER: DR = REFERENCE MARK DISK EZ0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0915_STAMPING: BRIGGS NO 3 1933 EZ0915_MARK LOGO: CGS EZ0915_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0915+STABILITY: SURFACE MOTION EZ0915 EZ0915 HISTORY - Date Condition Report By EZ0915 HISTORY - 1933 MONUMENTED CGS EZ0915 HISTORY - 1972 GOOD NCGS EZ0915 HISTORY - 19870101 GOOD NCGS EZ0915 EZ0915 STATION DESCRIPTION EZ0915 EZ0915'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 EZ0915'TO REACH STATION BRIGGS 2 FROM RALEIGH, GO NORTH ON HIGHWAY 1-A FOR EZ0915'4 MILES TO EASTGATE SHOPPING CENTER, THE CIMARRON APARTMENTS COMPLEX, EZ0915'AND STATION BRIGGS 2 ON THE SOUTHWEST SIDE OF THE COMPLEX. EZ0915' EZ0915'RM 3 (ARROW DOES NOT POINT TOWARD BRIGGS 2) IS A STANDARD DISK EZ0915'STAMPED---BRIGGS NO 3 1933---, EZ0915'SET IN TOP OF A SQUARE CONC MON PROJECTS 2 INCHES. EZ0915'IT IS 32 FEET WEST OF THE POWER POLE AND 3 FEET SOUTWEST OF THE EZ0915'TOP OF THE BANK, AND ALSO IN THE REAR OF THE PROPOSED LAUNDRY EZ0915'BUILDING. (THE LAUNDRY BUILDING GOES WITH AND IS PART OF THE EZ0915'CIMARRON APARTMENT COMPLEX.) EZ0915 EZ0915 STATION RECOVERY (1972) EZ0915 EZ0915'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0915'1.3 MI SSW FROM MILLBROOK. EZ0915'BRIGGS RM 3 IS LOCATED APPROXIMATELY 4.0 MILES NNE OF CAPITOL EZ0915'SQUARE IN RALEIGH. TO REACH STATION FROM WAKE FOREST ROAD (SR EZ0915'2000) UNDERPASS OF U.S. 1 - U.S. 64 BYPASS IN NORTH RALEIGH, EZ0915'PROCEED NORTH ALONG WAKE FOREST ROAD FOR 0.7 MILES TO A DRIVE LEFT EZ0915'INTO THE MONTECITO APARTMENTS, THENCE NW ALONG THIS DRIVE AND EZ0915'WOODS EDGE FOR APPROXIMATELY 470 TO STATION ON LEFT ON TOP OF EZ0915'BANK, 43.0 FT SW OF SW CORNER OF LAUNDRY AND STORAGE BUILDING, EZ0915'1.0 FT W OF PROJECTION OF WEST WALL OF BUILDING, 32.4 FT W OF PP EZ0915'W/SEVERAL TRANSFORMERS, 32.9 FT SSW OF A LIGHT POLE, AND 11.5 FT E EZ0915'OF 6 IN PINE. DISK IS SET IN CONCRETE CYLINDER PROJECTING 2 EZ0915'INCHES ABOVE THE SURFACE OF THE GROUND. EZ0915 EZ0915 STATION RECOVERY (1987) EZ0915 EZ0915'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ0915'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5294 *********************************************************************** EZ5294 DESIGNATION - BRITT EZ5294 PID - EZ5294 EZ5294 STATE/COUNTY- NC/WAKE EZ5294 USGS QUAD - LAKE WHEELER (1993) EZ5294 EZ5294 *CURRENT SURVEY CONTROL EZ5294 ___________________________________________________________________ EZ5294* NAD 83(1986)- 35 38 20.72897(N) 078 37 38.71389(W) ADJUSTED EZ5294* NAVD 88 - 113.4 (meters) 372. (feet) VERTCON EZ5294 ___________________________________________________________________ EZ5294 LAPLACE CORR- -6.98 (seconds) DEFLEC99 EZ5294 GEOID HEIGHT- -33.21 (meters) GEOID03 EZ5294 EZ5294 HORZ ORDER - SECOND EZ5294 EZ5294.The North Carolina HARNS have been completed but, EZ5294.due to contractual restrictions, coordinates for these stations EZ5294.will NOT be published in the near future. In the interim, the EZ5294.published coordinates in North Carolina will not be EZ5294.consistent with the Continuously Operating Reference Stations EZ5294.(CORS). The HARN coordinates for these stations are available EZ5294.upon request. Contact Gary Thompson(919-733-3836). EZ5294. EZ5294.In addition, the published North Carolina positions EZ5294.(NAD 83 (1986)) are NOT consistent with those determined in EZ5294.adjacent state readjustments. The discontinuity between stations EZ5294.located in North Carolina and those in adjacent states EZ5294.which have been adjusted to the HARN may be as much as 5 EZ5294.decimeters. This will result in a significant loss of accuracy EZ5294.over lines crossing such state borders. EZ5294 EZ5294 EZ5294.The horizontal coordinates were established by classical geodetic methods EZ5294.and adjusted by the National Geodetic Survey in July 1986. EZ5294 EZ5294.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5294 EZ5294.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5294 EZ5294.The geoid height was determined by GEOID03. EZ5294 EZ5294; North East Units Scale Factor Converg. EZ5294;SPC NC - 209,622.253 643,343.145 MT 0.99989537 +0 12 54.2 EZ5294;SPC NC - 687,735.68 2,110,701.63 sFT 0.99989537 +0 12 54.2 EZ5294;UTM 17 - 3,946,512.163 714,824.886 MT 1.00016873 +1 22 58.7 EZ5294 EZ5294! - Elev Factor x Scale Factor = Combined Factor EZ5294!SPC NC - 0.99998741 x 0.99989537 = 0.99988278 EZ5294!UTM 17 - 0.99998741 x 1.00016873 = 1.00015613 EZ5294 EZ5294: Primary Azimuth Mark Grid Az EZ5294:SPC NC - RICH 112 49 44.4 EZ5294:UTM 17 - RICH 111 39 39.9 EZ5294 EZ5294|---------------------------------------------------------------------| EZ5294| PID Reference Object Distance Geod. Az | EZ5294| dddmmss.s | EZ5294| EZ5241 RICH APPROX. 0.8 KM 1130238.6 | EZ5294|---------------------------------------------------------------------| EZ5294 EZ5294 SUPERSEDED SURVEY CONTROL EZ5294 EZ5294 NAD 27 - 35 38 20.17298(N) 078 37 39.68937(W) AD( ) 2 EZ5294 NGVD 29 (07/19/86) 113.7 (m) 373. (f) VERT ANG EZ5294 EZ5294.Superseded values are not recommended for survey control. EZ5294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5294.See file dsdata.txt to determine how the superseded data were derived. EZ5294 EZ5294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1482546512(NAD 83) EZ5294_MARKER: DE = TRAVERSE STATION DISK EZ5294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5294_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5294_STAMPING: BRITT 1968 EZ5294_MARK LOGO: NCGS EZ5294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5294+STABILITY: SURFACE MOTION EZ5294 EZ5294 HISTORY - Date Condition Report By EZ5294 HISTORY - 1968 MONUMENTED NCGS EZ5294 HISTORY - 1976 GOOD NGS EZ5294 HISTORY - 1979 GOOD NCGS EZ5294 EZ5294 STATION DESCRIPTION EZ5294 EZ5294'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EZ5294'BRITT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ5294'VICINITY OF CLAYTON, NORTH CAROLINA. EZ5294' EZ5294'BRITT IS LOCATED APPROXIMATELY 4.8 MILES SSW OF THE CENTER OF EZ5294'GARNER. TO REACH STATION PROCEED FROM THE INTERSECTION OF NC EZ5294'50 WITH U.S. 70 IN GARNER, GO SOUTH ON NC 50 FOR 5.15 MILES EZ5294'TO INTERSECTION OF SR 1010, TURN RIGHT (WEST) ON SR 1010 FOR EZ5294'0.65 MILES TO STATION. WHICH IS ON THE NORTH SIDE OF SR 1010, EZ5294'AT EAST SIDE OF DRIVEWAY TO A ONE STORY BRICK HOUSE ACROSS SR EZ5294'1010 FROM DRIVEWAY BETWEEN TWO BRICK HOUSES AND 0.8 MILES EAST OF EZ5294'INTERSECTION OF SR 2727 AND SR 1010. EZ5294' EZ5294'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5294'BRITT 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5294'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ5294' EZ5294'MARK IS EZ5294' EZ5294'25.8 FT N OF C/L OF SR 1010 EZ5294' EZ5294'4.5 FT SSW OF PP WITH ALUMINUM REF. TAG ON N SIDE OF SR 1010 EZ5294' EZ5294'9.3 FT E OF C/L OF DRIVEWAY TO 1 STORY BRICK HOUSE EZ5294' EZ5294'18.4 FT NW OF E END OF CULVERT UNDER DRIVEWAY TO 1 STORY BRICK EZ5294'HOUSE EZ5294' EZ5294'18.6 FT ENE OF W END OF CULVERT UNDER DRIVEWAY TO 1 STORY BRICK EZ5294'HOUSE EZ5294' EZ5294'57.8 FT N OF PP WITH ALUMINUM REF. TAG ON S SIDE OF SR 1010 EZ5294 EZ5294 STATION RECOVERY (1976) EZ5294 EZ5294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ACD) EZ5294'RECOVERED AS DESCRIBED. EZ5294' EZ5294'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EZ5294'4.8 MILES SSW OF GARNER. EZ5294 EZ5294 STATION RECOVERY (1979) EZ5294 EZ5294'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EZ5294'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2667 *********************************************************************** EZ2667 DESIGNATION - BRITTINGS EZ2667 PID - EZ2667 EZ2667 STATE/COUNTY- NC/WAKE EZ2667 USGS QUAD - LAKE WHEELER (1993) EZ2667 EZ2667 *CURRENT SURVEY CONTROL EZ2667 ___________________________________________________________________ EZ2667* NAD 83(1986)- 35 40 32.47709(N) 078 38 17.77268(W) ADJUSTED EZ2667* NAVD 88 - 85.629 (meters) 280.93 (feet) ADJUSTED EZ2667 ___________________________________________________________________ EZ2667 LAPLACE CORR- -7.19 (seconds) DEFLEC99 EZ2667 GEOID HEIGHT- -33.12 (meters) GEOID03 EZ2667 DYNAMIC HT - 85.553 (meters) 280.69 (feet) COMP EZ2667 MODELED GRAV- 979,752.6 (mgal) NAVD 88 EZ2667 EZ2667 HORZ ORDER - SECOND EZ2667 VERT ORDER - SECOND CLASS I EZ2667 EZ2667.The North Carolina HARNS have been completed but, EZ2667.due to contractual restrictions, coordinates for these stations EZ2667.will NOT be published in the near future. In the interim, the EZ2667.published coordinates in North Carolina will not be EZ2667.consistent with the Continuously Operating Reference Stations EZ2667.(CORS). The HARN coordinates for these stations are available EZ2667.upon request. Contact Gary Thompson(919-733-3836). EZ2667. EZ2667.In addition, the published North Carolina positions EZ2667.(NAD 83 (1986)) are NOT consistent with those determined in EZ2667.adjacent state readjustments. The discontinuity between stations EZ2667.located in North Carolina and those in adjacent states EZ2667.which have been adjusted to the HARN may be as much as 5 EZ2667.decimeters. This will result in a significant loss of accuracy EZ2667.over lines crossing such state borders. EZ2667 EZ2667 EZ2667.The horizontal coordinates were established by classical geodetic methods EZ2667.and adjusted by the National Geodetic Survey in December 1990. EZ2667 EZ2667.The orthometric height was determined by differential leveling EZ2667.and adjusted by the National Geodetic Survey in June 1991. EZ2667 EZ2667.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2667 EZ2667.The geoid height was determined by GEOID03. EZ2667 EZ2667.The dynamic height is computed by dividing the NAVD 88 EZ2667.geopotential number by the normal gravity value computed on the EZ2667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2667.degrees latitude (g = 980.6199 gals.). EZ2667 EZ2667.The modeled gravity was interpolated from observed gravity values. EZ2667 EZ2667; North East Units Scale Factor Converg. EZ2667;SPC NC - 213,678.677 642,345.777 MT 0.99989989 +0 12 31.6 EZ2667;SPC NC - 701,044.13 2,107,429.44 sFT 0.99989989 +0 12 31.6 EZ2667;UTM 17 - 3,950,548.487 713,744.712 MT 1.00016302 +1 22 40.3 EZ2667 EZ2667! - Elev Factor x Scale Factor = Combined Factor EZ2667!SPC NC - 0.99999176 x 0.99989989 = 0.99989165 EZ2667!UTM 17 - 0.99999176 x 1.00016302 = 1.00015478 EZ2667 EZ2667 SUPERSEDED SURVEY CONTROL EZ2667 EZ2667 NGVD 29 (12/03/90) 85.87 (m) 281.7 (f) LEVELING 3 EZ2667 EZ2667.Superseded values are not recommended for survey control. EZ2667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2667.See file dsdata.txt to determine how the superseded data were derived. EZ2667 EZ2667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1374550548(NAD 83) EZ2667_MARKER: DE = TRAVERSE STATION DISK EZ2667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2667_SP_SET: CONCRETE POST EZ2667_STAMPING: BRITTINGS 1978 EZ2667_MARK LOGO: NCGS EZ2667_PROJECTION: RECESSED 13 CENTIMETERS EZ2667_MAGNETIC: N = NO MAGNETIC MATERIAL EZ2667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2667+STABILITY: SURFACE MOTION EZ2667 EZ2667 HISTORY - Date Condition Report By EZ2667 HISTORY - 1978 MONUMENTED NCGS EZ2667 HISTORY - 1978 GOOD NCGS EZ2667 HISTORY - 20050530 MARK NOT FOUND USPSQD EZ2667 EZ2667 STATION DESCRIPTION EZ2667 EZ2667'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ2667'THE STATION IS LOCATED APPROXIMATELY 2.8 MILES SOUTHWEST OF GARNER. EZ2667' EZ2667'TO REACH THE STATION ROM THE Y INTERSECTION OF SR 2713 (VANDORA EZ2667'SPRINGS ROAD) WITH SR 2711 (BUFFALO ROAD), PROCEED SOUTHEAST ALONG EZ2667'SR 2711 FOR 1.0 MILE TO STATION ON THE RIGHT IN SHOULDER DIRECTLY EZ2667'ACROSS ROAD FROM JOHN BRITTINGS BRICK RESIDENCE AND 0.45 MILE EZ2667'NORTHWEST OF SR 2711 BRIDGE OVER LAKE BENSON. EZ2667' EZ2667'STATION MARK IS A STANDARD DISK STAMPED---BRITTINGS 1978---SET IN THE EZ2667'TOP OF A CONCRETE CYLINDER WHICH IS 5 INCHES BELOW THE GROUND SURFACE. EZ2667'THE MARK IS 13.2 FEET SOUTHWEST OF CENTERLINE OF SR 2711. 24.4 FEET EZ2667'WEST-SOUTHWEST OF CENTERLINE INTERSECTION OF SR 2711 WITH CONCRETE EZ2667'DRIVE TO RESIDENCE, 38.6 FEET NORTH-NORTHWEST OF 4 INCH PINE WITH EZ2667'REFERENCE TAG, 58.9 FEET NORTHEAST OF 10 INCH PINE WITH REFERENCE TAG EZ2667'AND 65.4 FEET EAST-SOUTHEAST OF 15 INCH PINE WITH REFERENCE TAG. EZ2667 EZ2667 STATION RECOVERY (1978) EZ2667 EZ2667'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EZ2667'2.8 MI SW FROM GARNER. EZ2667'TO REACH THE STATION FROM THE WYE INTERSECTION OF SR 2713 (VANDORA EZ2667'SPRINGS ROAD) WITH SR 2711 (BUFFALO ROAD), PROCEED SOUTHEAST ALONG EZ2667'SR 2711 FOR 1.0 MILE TO STATION ON RIGHT IN SHOULDER DIRECTLY EZ2667'ACROSS ROAD FROM JOHN BRITTINGS BRICK RESIDENCE, AND 0.45 MILE EZ2667'NORTHWEST OF SR 2711 BRIDGE OVER LAKE BENSON, 13.2 FEET SOUTHWEST OF EZ2667'CENTERLINE OF SR 2711, 24.4 FEET WEST-SOUTHWEST OF CENTERLINE EZ2667'INTERSECTION OF SR 2711 WITH CONCRETE DRIVE TO RESIDENCE, 38.6 FEET EZ2667'NORTH-NORTHWEST OF 4 INCH PINE WITH REFERENCE TAG, 58.9 FEET NORTHEAST EZ2667'OF 10 INCH PINE WITH REFERENCE TAG, AND 65.4 FEET EAST-SOUTHEAST EZ2667'OF 15 INCH PINE WITH REFERENCE TAG. EZ2667'THE MARK IS ABOVE LEVEL WITH ROAD. EZ2667 EZ2667 STATION RECOVERY (2005) EZ2667 EZ2667'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ2667'MARK NOT FOUND 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6640 *********************************************************************** EZ6640 DESIGNATION - BROADS EZ6640 PID - EZ6640 EZ6640 STATE/COUNTY- NC/WAKE EZ6640 USGS QUAD - FUQUAY-VARINA (1993) EZ6640 EZ6640 *CURRENT SURVEY CONTROL EZ6640 ___________________________________________________________________ EZ6640* NAD 83(1986)- 35 35 30.73917(N) 078 47 05.63639(W) ADJUSTED EZ6640* NAVD 88 - 126.5 (meters) 415. (feet) VERTCON EZ6640 ___________________________________________________________________ EZ6640 LAPLACE CORR- -4.69 (seconds) DEFLEC99 EZ6640 GEOID HEIGHT- -32.73 (meters) GEOID03 EZ6640 EZ6640 HORZ ORDER - SECOND EZ6640 EZ6640.The North Carolina HARNS have been completed but, EZ6640.due to contractual restrictions, coordinates for these stations EZ6640.will NOT be published in the near future. In the interim, the EZ6640.published coordinates in North Carolina will not be EZ6640.consistent with the Continuously Operating Reference Stations EZ6640.(CORS). The HARN coordinates for these stations are available EZ6640.upon request. Contact Gary Thompson(919-733-3836). EZ6640. EZ6640.In addition, the published North Carolina positions EZ6640.(NAD 83 (1986)) are NOT consistent with those determined in EZ6640.adjacent state readjustments. The discontinuity between stations EZ6640.located in North Carolina and those in adjacent states EZ6640.which have been adjusted to the HARN may be as much as 5 EZ6640.decimeters. This will result in a significant loss of accuracy EZ6640.over lines crossing such state borders. EZ6640 EZ6640 EZ6640.The horizontal coordinates were established by classical geodetic methods EZ6640.and adjusted by the National Geodetic Survey in March 1993. EZ6640 EZ6640.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6640 EZ6640.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6640 EZ6640.The geoid height was determined by GEOID03. EZ6640 EZ6640; North East Units Scale Factor Converg. EZ6640;SPC NC - 204,341.532 629,092.799 MT 0.99989015 +0 07 26.9 EZ6640;SPC NC - 670,410.51 2,063,948.62 sFT 0.99989015 +0 07 26.9 EZ6640;UTM 17 - 3,940,941.048 700,681.631 MT 1.00009631 +1 17 22.7 EZ6640 EZ6640! - Elev Factor x Scale Factor = Combined Factor EZ6640!SPC NC - 0.99998528 x 0.99989015 = 0.99987543 EZ6640!UTM 17 - 0.99998528 x 1.00009631 = 1.00008158 EZ6640 EZ6640 SUPERSEDED SURVEY CONTROL EZ6640 EZ6640 NGVD 29 (03/10/93) 126.8 (m) 416. (f) VERT ANG EZ6640 EZ6640.Superseded values are not recommended for survey control. EZ6640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6640.See file dsdata.txt to determine how the superseded data were derived. EZ6640 EZ6640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0068240941(NAD 83) EZ6640_MARKER: DE = TRAVERSE STATION DISK EZ6640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6640_SP_SET: CONCRETE POST EZ6640_STAMPING: BROADS 1983 EZ6640_MARK LOGO: NCGS EZ6640_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ6640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6640+STABILITY: SURFACE MOTION EZ6640 EZ6640 HISTORY - Date Condition Report By EZ6640 HISTORY - 1983 MONUMENTED NCGS EZ6640 EZ6640 STATION DESCRIPTION EZ6640 EZ6640'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 EZ6640'STATION IS LOCATED IN FUQUAY VARINA. EZ6640'ALONG US 401, 0.7 KM (0.45 MI) EAST OF THE INTERSECTION WITH NC 55 , EZ6640'IN NORTHWEST QUADRANT OF INTERSECTION WITH BROAD STREET. EZ6640'THE STATION IS A STANDARD NCGS DISK STAMPED---BROADS 1983---, SET INTO EZ6640'THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER FLUSH WITH EZ6640'GROUND. LOCATED 9.08 METERS (29.8 FT) NORTH FROM THE CENTERLINE OF EZ6640'HIGHWAY, 15.24 METERS (50.0 FT) WEST-SOUTHWEST FROM THE CENTERLINE OF EZ6640'BROAD STREET, 8.99 METERS (29.5 FT) WEST FROM A LAMP POLE BESIDE A EZ6640'STREET SIGN POST 20.97 METERS (68.8 FT) SOUTH FROM THE SOUTH RAIL OF EZ6640'RAILROAD SIDING TRACK, AND 24.35 METERS (79.9 FT) EAST FROM THE SOUTH EZ6640'METAL POST OF FUQUAY CLUBS SIGN. EZ6640'STATION IS LEVEL WITH HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5118 *********************************************************************** EZ5118 DESIGNATION - BROOKHAVEN EZ5118 PID - EZ5118 EZ5118 STATE/COUNTY- NC/WAKE EZ5118 USGS QUAD - RALEIGH WEST (1988) EZ5118 EZ5118 *CURRENT SURVEY CONTROL EZ5118 ___________________________________________________________________ EZ5118* NAD 83(1986)- 35 50 41.78160(N) 078 41 13.75094(W) ADJUSTED EZ5118* NAVD 88 - 70.9 (meters) 233. (feet) VERTCON EZ5118 ___________________________________________________________________ EZ5118 LAPLACE CORR- -6.87 (seconds) DEFLEC99 EZ5118 GEOID HEIGHT- -32.55 (meters) GEOID03 EZ5118 EZ5118 HORZ ORDER - SECOND EZ5118 EZ5118.The North Carolina HARNS have been completed but, EZ5118.due to contractual restrictions, coordinates for these stations EZ5118.will NOT be published in the near future. In the interim, the EZ5118.published coordinates in North Carolina will not be EZ5118.consistent with the Continuously Operating Reference Stations EZ5118.(CORS). The HARN coordinates for these stations are available EZ5118.upon request. Contact Gary Thompson(919-733-3836). EZ5118. EZ5118.In addition, the published North Carolina positions EZ5118.(NAD 83 (1986)) are NOT consistent with those determined in EZ5118.adjacent state readjustments. The discontinuity between stations EZ5118.located in North Carolina and those in adjacent states EZ5118.which have been adjusted to the HARN may be as much as 5 EZ5118.decimeters. This will result in a significant loss of accuracy EZ5118.over lines crossing such state borders. EZ5118 EZ5118 EZ5118.The horizontal coordinates were established by classical geodetic methods EZ5118.and adjusted by the National Geodetic Survey in July 1986. EZ5118 EZ5118.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5118 EZ5118.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5118 EZ5118.The geoid height was determined by GEOID03. EZ5118 EZ5118; North East Units Scale Factor Converg. EZ5118;SPC NC - 232,441.101 637,861.635 MT 0.99992607 +0 10 50.0 EZ5118;SPC NC - 762,600.51 2,092,717.71 sFT 0.99992607 +0 10 50.0 EZ5118;UTM 17 - 3,969,219.734 708,876.677 MT 1.00013764 +1 21 17.6 EZ5118 EZ5118! - Elev Factor x Scale Factor = Combined Factor EZ5118!SPC NC - 0.99999398 x 0.99992607 = 0.99992005 EZ5118!UTM 17 - 0.99999398 x 1.00013764 = 1.00013162 EZ5118 EZ5118 SUPERSEDED SURVEY CONTROL EZ5118 EZ5118 NAD 27 - 35 50 41.24619(N) 078 41 14.73502(W) AD( ) 2 EZ5118 NGVD 29 (07/19/86) 71.2 (m) 234. (f) VERT ANG EZ5118 EZ5118.Superseded values are not recommended for survey control. EZ5118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5118.See file dsdata.txt to determine how the superseded data were derived. EZ5118 EZ5118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0887769220(NAD 83) EZ5118_MARKER: DE = TRAVERSE STATION DISK EZ5118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5118_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5118_STAMPING: BROOKHAVEN 1961 EZ5118_MARK LOGO: NCGS EZ5118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5118+STABILITY: SURFACE MOTION EZ5118 EZ5118 HISTORY - Date Condition Report By EZ5118 HISTORY - 1961 MONUMENTED NCGS EZ5118 HISTORY - 1973 SEE DESCRIPTION NCGS EZ5118 EZ5118 STATION DESCRIPTION EZ5118 EZ5118'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ5118'BROOKHAVEN IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ5118'ESTABLISHED IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5118' EZ5118'BROOKHAVEN IS 5.5 MILES NW OF RALEIGH. PROCEED W ON U.S. 70 EZ5118'FOR 5.3 MILES TO BRIDGE OVER CRABTREE CREEK, CONTINUE ON EZ5118'U.S. 70 FOR 1.0 MILE TO STATION ON SOUTH SIDE OF E BOUND EZ5118'LANE OF U.S. 70, STATION IS JUST EAST OF TWO 2 FOOT SQUARE EZ5118'BRICK GATE POSTS. STATION IS 25.2 FT S OF C/L OF E BOUND EZ5118'LANE OF U.S. 70. EZ5118' EZ5118'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5118'BROOKHAVEN 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ5118'OF WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ5118' EZ5118'MARK IS EZ5118' EZ5118'11.2 FT NNE OF 8 INCH MAPLE TREE WITH ALUMINUM REF. TAG EZ5118' EZ5118'72.2 FT NNW OF 6 INCH PINE TREE WITH ALUMINUM REF. TAG EZ5118' EZ5118'25.2 FT S OF C/L OF E BOUND LANE OF U.S. 70 EZ5118' EZ5118'63.6 FT SE OF 3 LEAD NAILS IN C/L OF CROSSOVER OF SR 1823 EZ5118' EZ5118'19.0 FT E OF 2X2 BRICK GATE POST EZ5118' EZ5118'41.7 FT E OF 2X2 BRICK GATE POST EZ5118 EZ5118 STATION RECOVERY (1973) EZ5118 EZ5118'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EZ5118'DESTROYED BY ROAD WIDENING. EZ5118' EZ5118'BROOKHAVEN 2 1972 WAS PLACED IN SAME VICINITY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0953 *********************************************************************** EZ0953 DESIGNATION - BROOKHAVEN 2 EZ0953 PID - EZ0953 EZ0953 STATE/COUNTY- NC/WAKE EZ0953 USGS QUAD - RALEIGH WEST (1988) EZ0953 EZ0953 *CURRENT SURVEY CONTROL EZ0953 ___________________________________________________________________ EZ0953* NAD 83(1986)- 35 50 41.60763(N) 078 41 14.02378(W) ADJUSTED EZ0953* NAVD 88 - 71.732 (meters) 235.34 (feet) ADJUSTED EZ0953 ___________________________________________________________________ EZ0953 LAPLACE CORR- -6.87 (seconds) DEFLEC99 EZ0953 GEOID HEIGHT- -32.55 (meters) GEOID03 EZ0953 DYNAMIC HT - 71.671 (meters) 235.14 (feet) COMP EZ0953 MODELED GRAV- 979,787.5 (mgal) NAVD 88 EZ0953 EZ0953 HORZ ORDER - SECOND EZ0953 VERT ORDER - SECOND CLASS 0 EZ0953 EZ0953.The North Carolina HARNS have been completed but, EZ0953.due to contractual restrictions, coordinates for these stations EZ0953.will NOT be published in the near future. In the interim, the EZ0953.published coordinates in North Carolina will not be EZ0953.consistent with the Continuously Operating Reference Stations EZ0953.(CORS). The HARN coordinates for these stations are available EZ0953.upon request. Contact Gary Thompson(919-733-3836). EZ0953. EZ0953.In addition, the published North Carolina positions EZ0953.(NAD 83 (1986)) are NOT consistent with those determined in EZ0953.adjacent state readjustments. The discontinuity between stations EZ0953.located in North Carolina and those in adjacent states EZ0953.which have been adjusted to the HARN may be as much as 5 EZ0953.decimeters. This will result in a significant loss of accuracy EZ0953.over lines crossing such state borders. EZ0953 EZ0953 EZ0953.The horizontal coordinates were established by classical geodetic methods EZ0953.and adjusted by the National Geodetic Survey in July 1986. EZ0953 EZ0953.The orthometric height was determined by differential leveling EZ0953.and adjusted by the National Geodetic Survey in June 1991. EZ0953 EZ0953.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0953 EZ0953.The geoid height was determined by GEOID03. EZ0953 EZ0953.The dynamic height is computed by dividing the NAVD 88 EZ0953.geopotential number by the normal gravity value computed on the EZ0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0953.degrees latitude (g = 980.6199 gals.). EZ0953 EZ0953.The modeled gravity was interpolated from observed gravity values. EZ0953 EZ0953; North East Units Scale Factor Converg. EZ0953;SPC NC - 232,435.718 637,854.806 MT 0.99992606 +0 10 49.9 EZ0953;SPC NC - 762,582.85 2,092,695.31 sFT 0.99992606 +0 10 49.9 EZ0953;UTM 17 - 3,969,214.211 708,869.958 MT 1.00013761 +1 21 17.4 EZ0953 EZ0953! - Elev Factor x Scale Factor = Combined Factor EZ0953!SPC NC - 0.99999385 x 0.99992606 = 0.99991991 EZ0953!UTM 17 - 0.99999385 x 1.00013761 = 1.00013146 EZ0953 EZ0953: Primary Azimuth Mark Grid Az EZ0953:SPC NC - DEMAIN 2 316 05 34.2 EZ0953:UTM 17 - DEMAIN 2 314 55 06.7 EZ0953 EZ0953|---------------------------------------------------------------------| EZ0953| PID Reference Object Distance Geod. Az | EZ0953| dddmmss.s | EZ0953| EZ0952 DEMAIN 2 APPROX. 0.7 KM 3161624.1 | EZ0953|---------------------------------------------------------------------| EZ0953 EZ0953 SUPERSEDED SURVEY CONTROL EZ0953 EZ0953 NAD 27 - 35 50 41.07170(N) 078 41 15.00772(W) AD( ) 2 EZ0953 NGVD 29 (??/??/92) 72.005 (m) 236.24 (f) ADJ UNCH 2 0 EZ0953 EZ0953.Superseded values are not recommended for survey control. EZ0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0953.See file dsdata.txt to determine how the superseded data were derived. EZ0953 EZ0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0887069214(NAD 83) EZ0953_MARKER: DE = TRAVERSE STATION DISK EZ0953_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND EZ0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0953_STAMPING: BROOKHAVEN 2 1972 EZ0953_MARK LOGO: NCGS EZ0953_MAGNETIC: N = NO MAGNETIC MATERIAL EZ0953_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ0953 EZ0953 HISTORY - Date Condition Report By EZ0953 HISTORY - 1972 MONUMENTED NCGS EZ0953 HISTORY - 1973 GOOD NCGS EZ0953 HISTORY - 19860101 SEE DESCRIPTION NCGS EZ0953 EZ0953 STATION DESCRIPTION EZ0953 EZ0953'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ0953'BROOKHAVEN 2 IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ0953'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ0953' EZ0953'BROOKHAVEN 2 IS LOCATED APPROXIMATELY 5.2 MILES NNW OF CAPITOL EZ0953'SQUARE, IN RALEIGH. TO REACH STATION FROM THE US 70 UNDERPASS OF US EZ0953'1-64 BYPASS (BELTLINE) IN NW RALEIGH, PROCEED NW ALONG US 70 FOR EZ0953'1.2 MILES TO A CROSSOVER AT ENTRANCE TO BROOKHAVEN AND STATION ON EZ0953'LEFT ON THE EAST SIDE OF A PRIVATE ROAD LEADING SOUTH ACROSS A EZ0953'SMALL METAL BRIDGE. EZ0953' EZ0953'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0953'BROOKHAVEN 2 1972, SET IN CONCRETE PRECAST MONUMENT, THE TOP OF EZ0953'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0953' EZ0953'MARK IS EZ0953'6.3 FEET SW OF EDGE OF SOUTH CURB OF US 70 EAST BOUND LANE. EZ0953'17.4 FEET SE OF C/L OF PRIVATE ROAD. EZ0953'2.5 FEET NNW OF NW END OF GUARD RAIL WITH YELLOW TRIANGLE. EZ0953'14.9 FEET NE OF TP NEAREST PRIVATE ROAD W/ALUMINUM REF. TAG. EZ0953'15.9 FEET NW OF SE BRACE POLE W/ALUMINUM REF. TAG. EZ0953'59.0 FEET SE OF NW BRACE POLE W/ALUMINUM REF. TAG. EZ0953 EZ0953 STATION RECOVERY (1973) EZ0953 EZ0953'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0953'5.2 MI NNW FROM RALEIGH. EZ0953'TO REACH STATION FROM THE U.S. 70 UNDERPASS OF U.S. 1 - U.S. 64 EZ0953'BYPASS (BELTLINE) IN NW RALEIGH, PROCEED NW ALONG U.S. 70 FOR 1.2 EZ0953'MILES TO A CROSSOVER AT ENTRANCE TO BROOKHAVEN AND STATION ON EZ0953'LEFT ON THE EAST SIDE OF A PRIVATE ROAD LEADING SOUTH ACROSS A EZ0953'SMALL METAL BRIDGE, 6.3 FT SW OF EDGE OF SOUTH CURB OF U.S. 70 EZ0953'EAST BOUND LANE, 17.4 FT SE OF C/L OF PRIVATE ROAD, 2.5 FT NNW OF EZ0953'NW END OF GUARD RAIL WITH YELLOW TRIANGLE, 14.9 FT NE OF TP EZ0953'NEAREST PRIVATE ROAD W/ALUMINUM REF. TAG, 15.9 FT NW OF SE EZ0953'BRACE POLE W/ALUMINUM REF. TAG, AND 59.0 FT SE OF NW BRACE POLE EZ0953'W/ALUMINUM REF. TAG. DISK IS SET IN CONCRETE PRECAST FLUSH WITH EZ0953'THE SURFACE OF THE GROUND. EZ0953 EZ0953 STATION RECOVERY (1986) EZ0953 EZ0953'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ0953'MONUMENT IS IN POOR CONDITION-DISK IS GONE AND STEM REMAINS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4399 *********************************************************************** EZ4399 DESIGNATION - BROWN EZ4399 PID - EZ4399 EZ4399 STATE/COUNTY- NC/WAKE EZ4399 USGS QUAD - ZEBULON (1981) EZ4399 EZ4399 *CURRENT SURVEY CONTROL EZ4399 ___________________________________________________________________ EZ4399* NAD 83(1986)- 35 49 02.90103(N) 078 18 58.38850(W) ADJUSTED EZ4399* NAVD 88 - 101.4 (meters) 333. (feet) VERTCON EZ4399 ___________________________________________________________________ EZ4399 LAPLACE CORR- -3.60 (seconds) DEFLEC99 EZ4399 GEOID HEIGHT- -34.04 (meters) GEOID03 EZ4399 EZ4399 HORZ ORDER - SECOND EZ4399 EZ4399.The North Carolina HARNS have been completed but, EZ4399.due to contractual restrictions, coordinates for these stations EZ4399.will NOT be published in the near future. In the interim, the EZ4399.published coordinates in North Carolina will not be EZ4399.consistent with the Continuously Operating Reference Stations EZ4399.(CORS). The HARN coordinates for these stations are available EZ4399.upon request. Contact Gary Thompson(919-733-3836). EZ4399. EZ4399.In addition, the published North Carolina positions EZ4399.(NAD 83 (1986)) are NOT consistent with those determined in EZ4399.adjacent state readjustments. The discontinuity between stations EZ4399.located in North Carolina and those in adjacent states EZ4399.which have been adjusted to the HARN may be as much as 5 EZ4399.decimeters. This will result in a significant loss of accuracy EZ4399.over lines crossing such state borders. EZ4399 EZ4399 EZ4399.The horizontal coordinates were established by classical geodetic methods EZ4399.and adjusted by the National Geodetic Survey in July 1986. EZ4399 EZ4399.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4399 EZ4399.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4399 EZ4399.The geoid height was determined by GEOID03. EZ4399 EZ4399; North East Units Scale Factor Converg. EZ4399;SPC NC - 229,562.000 671,389.835 MT 0.99992123 +0 23 40.8 EZ4399;SPC NC - 753,154.66 2,202,718.15 sFT 0.99992123 +0 23 40.8 EZ4399;UTM 17 - 3,967,028.406 742,467.131 MT 1.00032450 +1 34 16.8 EZ4399 EZ4399! - Elev Factor x Scale Factor = Combined Factor EZ4399!SPC NC - 0.99998943 x 0.99992123 = 0.99991066 EZ4399!UTM 17 - 0.99998943 x 1.00032450 = 1.00031392 EZ4399 EZ4399: Primary Azimuth Mark Grid Az EZ4399:SPC NC - GANNON 336 17 16.8 EZ4399:UTM 17 - GANNON 335 06 40.8 EZ4399 EZ4399|---------------------------------------------------------------------| EZ4399| PID Reference Object Distance Geod. Az | EZ4399| dddmmss.s | EZ4399| EZ4411 WAKEFIELD 241.113 METERS 15404 | EZ4399| EZ2383 GANNON APPROX. 0.6 KM 3364057.6 | EZ4399|---------------------------------------------------------------------| EZ4399 EZ4399 SUPERSEDED SURVEY CONTROL EZ4399 EZ4399 NAD 27 - 35 49 02.34601(N) 078 18 59.39082(W) AD( ) 2 EZ4399 NGVD 29 (07/19/86) 101.7 (m) 334. (f) VERT ANG EZ4399 EZ4399.Superseded values are not recommended for survey control. EZ4399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4399.See file dsdata.txt to determine how the superseded data were derived. EZ4399 EZ4399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4246767028(NAD 83) EZ4399_MARKER: DE = TRAVERSE STATION DISK EZ4399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4399_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4399_STAMPING: BROWN 1969 EZ4399_MARK LOGO: NCGS EZ4399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4399+STABILITY: SURFACE MOTION EZ4399_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ4399+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2005 EZ4399 EZ4399 HISTORY - Date Condition Report By EZ4399 HISTORY - 1969 MONUMENTED NCGS EZ4399 HISTORY - 1970 MARK NOT FOUND NCGS EZ4399 HISTORY - 20050425 GOOD USPSQD EZ4399 EZ4399 STATION DESCRIPTION EZ4399 EZ4399'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ4399'BROWN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ4399'THE VICINITY OF ZEBULON, NORTH CAROLINA. EZ4399' EZ4399'BROWN IS LOCATED APPROXIMATELY 0.5 MILE SOUTH OF THE CENTER EZ4399'OF ZEBULON. TO REACH STATION PROCEED FROM THE INTERSECTION OF EZ4399'U.S. 64 AND NC 96 IN ZEBULON, GO WEST ON U.S. 64 FOR 0.25 MILE EZ4399'TO INTERSECTION OF U.S. 64 AND SR 2349 (WAKEFIELD STREET), TURN EZ4399'LEFT (SOUTH) ON SR 2349 FOR 0.3 MILE TO RAILROAD TRACK, CONTINUE EZ4399'ACROSS TRACK FOR 0.1 MILE TO STATION ON WEST SIDE OF ROAD IN EZ4399'NORTHEAST CORNER OF HOUSE OWNED BY MR. BROWN. EZ4399' EZ4399'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ4399'BROWN 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ4399'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ4399' EZ4399'MARK IS EZ4399' EZ4399'24.4 FT W OF C/L OF SR 2349 EZ4399' EZ4399'24.9 FT NW OF PP W/TRANSFORMER AND ALUMINUM REF. TAG EZ4399' EZ4399'52.3 FT SW OF PP WITH ALUMINUM REF. TAG EZ4399' EZ4399'2.0 FT S OF EDGE OF ASPHALT PARKING EZ4399' EZ4399'82.3 FT SE OF SE EDGE OF STORE EZ4399' EZ4399'93.9 FT SE OF S EDGE OF GAS PUMPS EZ4399' EZ4399'122.9 FT S OF PP WITH ALUMINUM REF. TAG EZ4399' EZ4399'8.7 FT W OF N EDGE OF CULVERT UNDER DIRT DRIVE EZ4399 EZ4399 STATION RECOVERY (1970) EZ4399 EZ4399'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1970 (WCF) EZ4399'THERE ARE TWO N.C. GEODETIC SURVEY TRAVERSE STATIONS BY THE EZ4399'NAME OF BROWN IN WAKE COUNTY. EZ4399' EZ4399'BROWN 1960 (HENDERSON PROJECT) IS IN ZEBULON, N.C. EZ4399' EZ4399'BROWN 1970 (NW WAKE CO. PROJECT) IS WEST OF WAKE FOREST, N.C. EZ4399 EZ4399 STATION RECOVERY (2005) EZ4399 EZ4399'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ4399'N 35 49.048 EZ4399'W 078 18.973 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2899 *********************************************************************** FY2899 DESIGNATION - BROWN FY2899 PID - FY2899 FY2899 STATE/COUNTY- NC/WAKE FY2899 USGS QUAD - CREEDMOOR (1990) FY2899 FY2899 *CURRENT SURVEY CONTROL FY2899 ___________________________________________________________________ FY2899* NAD 83(1986)- 36 00 33.68265(N) 078 41 15.89356(W) ADJUSTED FY2899* NAVD 88 - 115.2 (meters) 378. (feet) VERTCON FY2899 ___________________________________________________________________ FY2899 LAPLACE CORR- -6.60 (seconds) DEFLEC99 FY2899 GEOID HEIGHT- -32.12 (meters) GEOID03 FY2899 FY2899 HORZ ORDER - SECOND FY2899 FY2899.The North Carolina HARNS have been completed but, FY2899.due to contractual restrictions, coordinates for these stations FY2899.will NOT be published in the near future. In the interim, the FY2899.published coordinates in North Carolina will not be FY2899.consistent with the Continuously Operating Reference Stations FY2899.(CORS). The HARN coordinates for these stations are available FY2899.upon request. Contact Gary Thompson(919-733-3836). FY2899. FY2899.In addition, the published North Carolina positions FY2899.(NAD 83 (1986)) are NOT consistent with those determined in FY2899.adjacent state readjustments. The discontinuity between stations FY2899.located in North Carolina and those in adjacent states FY2899.which have been adjusted to the HARN may be as much as 5 FY2899.decimeters. This will result in a significant loss of accuracy FY2899.over lines crossing such state borders. FY2899 FY2899 FY2899.The horizontal coordinates were established by classical geodetic methods FY2899.and adjusted by the National Geodetic Survey in July 1986. FY2899 FY2899.The NAVD 88 height was computed by applying the VERTCON shift value to FY2899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2899 FY2899.The Laplace correction was computed from DEFLEC99 derived deflections. FY2899 FY2899.The geoid height was determined by GEOID03. FY2899 FY2899; North East Units Scale Factor Converg. FY2899;SPC NC - 250,683.108 637,750.491 MT 0.99995989 +0 10 48.8 FY2899;SPC NC - 822,449.50 2,092,353.07 sFT 0.99995989 +0 10 48.8 FY2899;UTM 17 - 3,987,459.149 708,390.752 MT 1.00013512 +1 21 35.6 FY2899 FY2899! - Elev Factor x Scale Factor = Combined Factor FY2899!SPC NC - 0.99998695 x 0.99995989 = 0.99994684 FY2899!UTM 17 - 0.99998695 x 1.00013512 = 1.00012207 FY2899 FY2899: Primary Azimuth Mark Grid Az FY2899:SPC NC - AIKEN 336 00 59.7 FY2899:UTM 17 - AIKEN 334 50 12.9 FY2899 FY2899|---------------------------------------------------------------------| FY2899| PID Reference Object Distance Geod. Az | FY2899| dddmmss.s | FY2899| FY1968 RUDD 308.342 METERS 16246 | FY2899| FY2892 AIKEN APPROX. 2.0 KM 3361148.5 | FY2899|---------------------------------------------------------------------| FY2899 FY2899 SUPERSEDED SURVEY CONTROL FY2899 FY2899 NAD 27 - 36 00 33.15119(N) 078 41 16.87330(W) AD( ) 2 FY2899 NGVD 29 (07/19/86) 115.5 (m) 379. (f) VERT ANG FY2899 FY2899.Superseded values are not recommended for survey control. FY2899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2899.See file dsdata.txt to determine how the superseded data were derived. FY2899 FY2899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0839187459(NAD 83) FY2899_MARKER: DE = TRAVERSE STATION DISK FY2899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2899_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2899_STAMPING: BROWN 1970 FY2899_MARK LOGO: NCGS FY2899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2899+STABILITY: SURFACE MOTION FY2899 FY2899 HISTORY - Date Condition Report By FY2899 HISTORY - 1970 MONUMENTED NCGS FY2899 FY2899 STATION DESCRIPTION FY2899 FY2899'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) FY2899'BROWN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FY2899'THE VICINITY OF NORTHWEST WAKE COUNTY. FY2899' FY2899'BROWN IS LOCATED APPROXIMATELY 16.0 MILES NORTH OF RALEIGH AND 10.1 FY2899'MILES WEST OF WAKE FOREST. TO REACH STATION PROCEED FROM THE FY2899'INTERSECTION OF NC 98 AND NC 50 APPROXIMATELY 14 MILES NORTH OF FY2899'RALEIGH, GO NORTH ON NC 50 FOR 1.15 MILES TO Y INTERSECTION OF FY2899'NC 50 AND SR 1831, CONTINUE NORTH ON NC 50 FOR 0.35 MILE TO FY2899'STATION ON RIGHT, ON TOP OF BANK NEAR POWER LINE, AND 0.4 MILE FY2899'SOUTH OF BRIDGE OVER NEUSE RIVER. FY2899' FY2899'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED BROWN FY2899'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FY2899'FLUSH WITH THE SURFACE OF THE GROUND. FY2899' FY2899'MARK IS FY2899'36.3 FEET E OF C/L OF NC 50. FY2899'3.8 FEET E OF EDGE OF BANK. FY2899'42.1 FEET SW OF ALUMINUM REF. TAG ON 8 INCH PINE TREE. FY2899'38.1 FEET W OF ALUMINUM REF. TAG ON 10 INCH PINE TREE. FY2899'51.0 FEET NW OF ALUMINUM REF. TAG ON 6 INCH PINE TREE. FY2899'61.7 FEET NNW OF ALUMINUM REF. TAG ON PP NO. 34. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4488 *********************************************************************** EZ4488 DESIGNATION - BROWN GUPTON LOGGING RAD TWR EZ4488 PID - EZ4488 EZ4488 STATE/COUNTY- NC/WAKE EZ4488 USGS QUAD - ROLESVILLE (1993) EZ4488 EZ4488 *CURRENT SURVEY CONTROL EZ4488 ___________________________________________________________________ EZ4488* NAD 83(1986)- 35 59 39.97039(N) 078 29 28.31095(W) ADJUSTED EZ4488* NAVD 88 - EZ4488 ___________________________________________________________________ EZ4488 LAPLACE CORR- -7.19 (seconds) DEFLEC99 EZ4488 GEOID HEIGHT- -32.95 (meters) GEOID03 EZ4488 EZ4488 HORZ ORDER - THIRD EZ4488 EZ4488.The North Carolina HARNS have been completed but, EZ4488.due to contractual restrictions, coordinates for these stations EZ4488.will NOT be published in the near future. In the interim, the EZ4488.published coordinates in North Carolina will not be EZ4488.consistent with the Continuously Operating Reference Stations EZ4488.(CORS). The HARN coordinates for these stations are available EZ4488.upon request. Contact Gary Thompson(919-733-3836). EZ4488. EZ4488.In addition, the published North Carolina positions EZ4488.(NAD 83 (1986)) are NOT consistent with those determined in EZ4488.adjacent state readjustments. The discontinuity between stations EZ4488.located in North Carolina and those in adjacent states EZ4488.which have been adjusted to the HARN may be as much as 5 EZ4488.decimeters. This will result in a significant loss of accuracy EZ4488.over lines crossing such state borders. EZ4488 EZ4488 EZ4488.The horizontal coordinates were established by classical geodetic methods EZ4488.and adjusted by the National Geodetic Survey in July 1986. EZ4488 EZ4488 EZ4488.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4488 EZ4488.The geoid height was determined by GEOID03. EZ4488 EZ4488; North East Units Scale Factor Converg. EZ4488;SPC NC - 249,100.958 655,477.756 MT 0.99995648 +0 17 37.2 EZ4488;SPC NC - 817,258.73 2,150,513.27 sFT 0.99995648 +0 17 37.2 EZ4488;UTM 17 - 3,986,242.296 726,150.826 MT 1.00023024 +1 28 30.2 EZ4488 EZ4488 SUPERSEDED SURVEY CONTROL EZ4488 EZ4488 NAD 27 - 35 59 39.42270(N) 078 29 29.31269(W) AD( ) 3 EZ4488 EZ4488.Superseded values are not recommended for survey control. EZ4488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4488.See file dsdata.txt to determine how the superseded data were derived. EZ4488 EZ4488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2615186242(NAD 83) EZ4488_MARKER: 43 = RADIO/TV TOWER EZ4488_MAGNETIC: N = NO MAGNETIC MATERIAL EZ4488 EZ4488 HISTORY - Date Condition Report By EZ4488 HISTORY - 1978 FIRST OBSERVED NCGS EZ4488 EZ4488 STATION DESCRIPTION EZ4488 EZ4488'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ4488'THE STATION IS LOCATED APPROXIMATELY 1.6 MILES NORTHEAST OF WAKE EZ4488'FOREST AND 2.1 MILES SOUTH OF YOUNGSVILLE. EZ4488' EZ4488'TO REACH THE STATION FROM THE INTERSECTION OF NC 98 WITH WHITE STREET EZ4488'(SR 1941) IN WAKE FOREST, PROCEED NORTHEASTERLY ALONG WHITE STREET FOR EZ4488'1.35 MILES TO THE BROWN GUPTON LOGGING COMPANY YARD AND THE RADIO MAST EZ4488'ON THE LEFT, APPROXIMATELY 250 FEET NORTHWEST OF ROAD. EZ4488' EZ4488'THE MAST IS 100 FEET TALL WITH 3 ALUMINUM LEGS AND ANTENNA ON TOP. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2218 *********************************************************************** EZ2218 DESIGNATION - BRYAN EZ2218 PID - EZ2218 EZ2218 STATE/COUNTY- NC/WAKE EZ2218 USGS QUAD - GARNER (1993) EZ2218 EZ2218 *CURRENT SURVEY CONTROL EZ2218 ___________________________________________________________________ EZ2218* NAD 83(1986)- 35 39 28.81738(N) 078 36 46.61976(W) ADJUSTED EZ2218* NAVD 88 - 71.156 (meters) 233.45 (feet) ADJUSTED EZ2218 ___________________________________________________________________ EZ2218 LAPLACE CORR- -7.35 (seconds) DEFLEC99 EZ2218 GEOID HEIGHT- -33.25 (meters) GEOID03 EZ2218 DYNAMIC HT - 71.093 (meters) 233.24 (feet) COMP EZ2218 MODELED GRAV- 979,750.1 (mgal) NAVD 88 EZ2218 EZ2218 HORZ ORDER - SECOND EZ2218 VERT ORDER - SECOND CLASS I EZ2218 EZ2218.The North Carolina HARNS have been completed but, EZ2218.due to contractual restrictions, coordinates for these stations EZ2218.will NOT be published in the near future. In the interim, the EZ2218.published coordinates in North Carolina will not be EZ2218.consistent with the Continuously Operating Reference Stations EZ2218.(CORS). The HARN coordinates for these stations are available EZ2218.upon request. Contact Gary Thompson(919-733-3836). EZ2218. EZ2218.In addition, the published North Carolina positions EZ2218.(NAD 83 (1986)) are NOT consistent with those determined in EZ2218.adjacent state readjustments. The discontinuity between stations EZ2218.located in North Carolina and those in adjacent states EZ2218.which have been adjusted to the HARN may be as much as 5 EZ2218.decimeters. This will result in a significant loss of accuracy EZ2218.over lines crossing such state borders. EZ2218 EZ2218 EZ2218.The horizontal coordinates were established by classical geodetic methods EZ2218.and adjusted by the National Geodetic Survey in July 1986. EZ2218 EZ2218.The orthometric height was determined by differential leveling EZ2218.and adjusted by the National Geodetic Survey in June 1991. EZ2218 EZ2218.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2218 EZ2218.The geoid height was determined by GEOID03. EZ2218 EZ2218.The dynamic height is computed by dividing the NAVD 88 EZ2218.geopotential number by the normal gravity value computed on the EZ2218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2218.degrees latitude (g = 980.6199 gals.). EZ2218 EZ2218.The modeled gravity was interpolated from observed gravity values. EZ2218 EZ2218; North East Units Scale Factor Converg. EZ2218;SPC NC - 211,725.528 644,645.458 MT 0.99989766 +0 13 24.2 EZ2218;SPC NC - 694,636.17 2,114,974.31 sFT 0.99989766 +0 13 24.2 EZ2218;UTM 17 - 3,948,642.141 716,084.391 MT 1.00017542 +1 23 31.4 EZ2218 EZ2218! - Elev Factor x Scale Factor = Combined Factor EZ2218!SPC NC - 0.99999405 x 0.99989766 = 0.99989171 EZ2218!UTM 17 - 0.99999405 x 1.00017542 = 1.00016947 EZ2218 EZ2218: Primary Azimuth Mark Grid Az EZ2218:SPC NC - ASIDE 038 52 05.7 EZ2218:UTM 17 - ASIDE 037 41 58.5 EZ2218 EZ2218|---------------------------------------------------------------------| EZ2218| PID Reference Object Distance Geod. Az | EZ2218| dddmmss.s | EZ2218| EZ2216 ASIDE APPROX. 0.9 KM 0390529.9 | EZ2218|---------------------------------------------------------------------| EZ2218 EZ2218 SUPERSEDED SURVEY CONTROL EZ2218 EZ2218 NAD 27 - 35 39 28.26473(N) 078 36 47.60108(W) AD( ) 2 EZ2218 NGVD 29 (??/??/92) 71.400 (m) 234.25 (f) ADJ UNCH 2 1 EZ2218 EZ2218.Superseded values are not recommended for survey control. EZ2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2218.See file dsdata.txt to determine how the superseded data were derived. EZ2218 EZ2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1608448642(NAD 83) EZ2218_MARKER: DE = TRAVERSE STATION DISK EZ2218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2218_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2218_STAMPING: BRYAN 1968 EZ2218_MARK LOGO: NCGS EZ2218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2218+STABILITY: SURFACE MOTION EZ2218_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ2218+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2005 EZ2218 EZ2218 HISTORY - Date Condition Report By EZ2218 HISTORY - 1968 MONUMENTED NCGS EZ2218 HISTORY - 1976 GOOD NCGS EZ2218 HISTORY - 1978 GOOD NCGS EZ2218 HISTORY - 1978 GOOD NCGS EZ2218 HISTORY - 20050528 GOOD USPSQD EZ2218 EZ2218 STATION DESCRIPTION EZ2218 EZ2218'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EZ2218'BRYAN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2218'IN THE VICINITY OF CLAYTON, NORTH CAROLINA. EZ2218' EZ2218'BRYAN IS LOCATED APPROXIMATELY 3.5 MILES SOUTH OF THE EZ2218'CENTER OF GARNER. TO REACH STATION PROCEED FROM THE EZ2218'INTERSECTION OF NC 50 WITH U.S. 70, GO SOUTH ON NC 50 FOR 3.6 EZ2218'MILES TO STATION. WHICH IS ON THE WEST BANK OF NC 50 IN EZ2218'CURVE, BETWEEN FENCE AND GRAVEL FARM ROAD, NEXT TO DAIRY LOT, EZ2218'ABOUT 350 FEET NORTHEAST OF SWIFT CREEK GROCERY, IN NORTHWEST EZ2218'QUADRANT FORMED BY INTERSECTION OF SR 2728 WITH NC 50 AND 0.25 EZ2218'MILES SOUTH OF BRIDGE OVER SWIFT CREEK. EZ2218' EZ2218'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2218'BRYAN 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2218'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2218' EZ2218'MARK IS EZ2218' EZ2218'50.1 FT WNW OF C/L OF NC 50 EZ2218' EZ2218'22.6 FT NE OF PP 83 WITH ALUMINUM REF. TAG AT SE CORNER OF DAIRY EZ2218'LOT EZ2218' EZ2218'2.4 FT SE OF FENCE POST (3RD FENCE POST NORTH OF FENCE EZ2218'CORNER), AND WITH ALUMINUM REF. TAG EZ2218' EZ2218'28.0 FT NW OF NE END OF CULVERT UNDER DRIVEWAY TO P.R. BRYAN DAIRY EZ2218'LOT EZ2218' EZ2218'12.3 FT SW OF FENCE POST (4TH FENCE POST NORTH OF FENCE EZ2218'CORNER) AND WITH ALUMINUM REF. TAG EZ2218 EZ2218 STATION RECOVERY (1976) EZ2218 EZ2218'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2218'3.4 MI S FROM GARNER. EZ2218'TO REACH STATION FROM THE NC 50 BRIDGE OVER SWIFT CREEK AT LAKE BENSON EZ2218'DAM, PROCEED SOUTH ALONG NC 50 FOR 0.25 MILE TO SR 2728 AND STATION ON EZ2218'RIGHT IN NORTHEAST QUADRANT OF THE T INTERSECTION, ON TOP OF BANK EZ2218'BETWEEN A FENCE AND GRAVEL FARM ROAD. 50.1 FT. WNW OF CENTERLINE OF EZ2218'NC 50, 127.0 FT. N OF CENTERLINE OF T INTERSECTION, 28.0 FT. NW OF EZ2218'NORTHEAST END OF CULVERT UNDER DRIVEWAY TO P. R. BRYAN DAIRY LOT, 2.4 EZ2218'FT. SE OF FENCE POST (3RD FENCE POST NORTH OF FENCE CORNER) AND WITH EZ2218'ALUMINUM REF. TAG, 12.3 FT. SW OF FENCE POST (4TH FENCE POST NORTH OF EZ2218'FENCE CORNER) AND WITH ALUMINUM REF. TAG, 12.4 FT. NNE OF CENTER OF EZ2218'TOP OF NORTHERNMOST JUNCTION BOX AND 25.7 FT. NE OF POWER POLE WITH EZ2218'TRANSFORMER. DISK IS SET IN CONCRETE CYLINDER, FLUSH WITH THE SURFACE EZ2218'OF THE GROUND. EZ2218 EZ2218 STATION RECOVERY (1978) EZ2218 EZ2218'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (CEH) EZ2218'THE STATION WAS RECOVERED IN GOOD CONDITION. EZ2218' EZ2218'THE FOLLOWING REFERENCES ARE NEEDED. IT IS 25.7 FEET (NOT 22.6) EZ2218'NORTHEAST OF A POWER POLE WITH REFERENCE TAG AT THE CORNER OF THE EZ2218'DAIRY LOT. THE STATION IS ALSO 127.0 FEET NORTH OF THE INTERSECTION EZ2218'OF NC 50 CENTERLINE WITH THE PROJECTED CENTERLINE OF SR 2728 AND 12.4 EZ2218'FEET NORTH OF THE NORTHERN JUNCTION BOX. EZ2218 EZ2218 STATION RECOVERY (1978) EZ2218 EZ2218'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EZ2218'RECOVERED IN GOOD CONDITION. EZ2218 EZ2218 STATION RECOVERY (2005) EZ2218 EZ2218'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ2218'N 35 39.481 EZ2218'W 078 36.776 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2405 *********************************************************************** EZ2405 DESIGNATION - BUD EZ2405 PID - EZ2405 EZ2405 STATE/COUNTY- NC/WAKE EZ2405 USGS QUAD - ROLESVILLE (1993) EZ2405 EZ2405 *CURRENT SURVEY CONTROL EZ2405 ___________________________________________________________________ EZ2405* NAD 83(1986)- 35 55 33.28474(N) 078 23 47.88049(W) ADJUSTED EZ2405* NAVD 88 - 109.685 (meters) 359.86 (feet) ADJUSTED EZ2405 ___________________________________________________________________ EZ2405 LAPLACE CORR- -6.57 (seconds) DEFLEC99 EZ2405 GEOID HEIGHT- -33.54 (meters) GEOID03 EZ2405 DYNAMIC HT - 109.590 (meters) 359.55 (feet) COMP EZ2405 MODELED GRAV- 979,764.7 (mgal) NAVD 88 EZ2405 EZ2405 HORZ ORDER - SECOND EZ2405 VERT ORDER - SECOND CLASS II EZ2405 EZ2405.The North Carolina HARNS have been completed but, EZ2405.due to contractual restrictions, coordinates for these stations EZ2405.will NOT be published in the near future. In the interim, the EZ2405.published coordinates in North Carolina will not be EZ2405.consistent with the Continuously Operating Reference Stations EZ2405.(CORS). The HARN coordinates for these stations are available EZ2405.upon request. Contact Gary Thompson(919-733-3836). EZ2405. EZ2405.In addition, the published North Carolina positions EZ2405.(NAD 83 (1986)) are NOT consistent with those determined in EZ2405.adjacent state readjustments. The discontinuity between stations EZ2405.located in North Carolina and those in adjacent states EZ2405.which have been adjusted to the HARN may be as much as 5 EZ2405.decimeters. This will result in a significant loss of accuracy EZ2405.over lines crossing such state borders. EZ2405 EZ2405 EZ2405.The horizontal coordinates were established by classical geodetic methods EZ2405.and adjusted by the National Geodetic Survey in July 1986. EZ2405 EZ2405.The orthometric height was determined by differential leveling EZ2405.and adjusted by the National Geodetic Survey in June 1991. EZ2405 EZ2405.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2405 EZ2405.The geoid height was determined by GEOID03. EZ2405 EZ2405.The dynamic height is computed by dividing the NAVD 88 EZ2405.geopotential number by the normal gravity value computed on the EZ2405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2405.degrees latitude (g = 980.6199 gals.). EZ2405 EZ2405.The modeled gravity was interpolated from observed gravity values. EZ2405 EZ2405; North East Units Scale Factor Converg. EZ2405;SPC NC - 241,545.968 664,050.300 MT 0.99994169 +0 20 53.7 EZ2405;SPC NC - 792,472.06 2,178,638.36 sFT 0.99994169 +0 20 53.7 EZ2405;UTM 17 - 3,978,863.295 734,879.894 MT 1.00027984 +1 31 41.5 EZ2405 EZ2405! - Elev Factor x Scale Factor = Combined Factor EZ2405!SPC NC - 0.99998805 x 0.99994169 = 0.99992974 EZ2405!UTM 17 - 0.99998805 x 1.00027984 = 1.00026789 EZ2405 EZ2405: Primary Azimuth Mark Grid Az EZ2405:SPC NC - MILLPOND 136 20 10.1 EZ2405:UTM 17 - MILLPOND 135 09 22.3 EZ2405 EZ2405|---------------------------------------------------------------------| EZ2405| PID Reference Object Distance Geod. Az | EZ2405| dddmmss.s | EZ2405| EZ2402 MILLPOND APPROX. 1.8 KM 1364103.8 | EZ2405|---------------------------------------------------------------------| EZ2405 EZ2405 SUPERSEDED SURVEY CONTROL EZ2405 EZ2405 NAD 27 - 35 55 32.73332(N) 078 23 48.88616(W) AD( ) 2 EZ2405 NGVD 29 (??/??/92) 109.965 (m) 360.78 (f) ADJ UNCH 2 2 EZ2405 EZ2405.Superseded values are not recommended for survey control. EZ2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2405.See file dsdata.txt to determine how the superseded data were derived. EZ2405 EZ2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3488078863(NAD 83) EZ2405_MARKER: DE = TRAVERSE STATION DISK EZ2405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2405_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2405_STAMPING: BUD 1976 EZ2405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2405+STABILITY: SURFACE MOTION EZ2405_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ2405+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2004 EZ2405 EZ2405 HISTORY - Date Condition Report By EZ2405 HISTORY - 1976 MONUMENTED NCGS EZ2405 HISTORY - 1976 GOOD NCGS EZ2405 HISTORY - 20041120 GOOD USPSQD EZ2405 EZ2405 STATION DESCRIPTION EZ2405 EZ2405'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2405'BUD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2405'IN THE VICINITY OF ROLESVILLE, NORTH CAROLINA. EZ2405' EZ2405'BUD IS LOCATED APPROXIMATELY 3.4 MILES EAST OF ROLESVILLE EZ2405'AND 8.4 MILES NNW OF ZEBULON. TO REACH STATION FROM EZ2405'INTERSECTION OF NC 96 WITH U.S. 401 2.7 MILES NORTHEAST OF EZ2405'ROLESVILLE, PROCEED SOUTHEAST ALONG NC 96 FOR 2.2 MILES EZ2405'TO STATION ON LEFT, ON THE NORTHWEST SLOPE OF A 15 FOOT CUT, EZ2405'0.35 MILE SOUTHEAST OF INTERSECTION WITH SR 2301 CROSSROADS EZ2405'AND 0.5 MILE NORTHWEST OF BRIDGE OVER LITTLE RIVER. EZ2405' EZ2405'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2405'BUD 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2405'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2405' EZ2405'MARK IS 36.2 FT NE OF C/L OF NC 96 EZ2405' EZ2405'24.3 FT WNW OF PROPERTY IRON EZ2405' EZ2405'19.0 FT WSW OF 15 INCH RED OAK WITH ALUMINUM REF. TAG EZ2405' EZ2405'80.7 FT SSE OF 12 INCH PINE WITH ALUMINUM REF. TAG EZ2405' EZ2405'48.2 FT NW OF 10 INCH OAK WITH ALUMINUM REF. TAG EZ2405' EZ2405'125.9 FT ESE OF POWER POLE WITH ALUMINUM REF. TAG EZ2405 EZ2405 STATION RECOVERY (1976) EZ2405 EZ2405'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2405'3.4 MI E FROM ROLESVILLE. EZ2405'TO REACH STATION FROM INTERSECTION OF NC 96 WITH US 401 NORTHEAST OF EZ2405'ROLESVILLE, PROCEED SOUTHEAST ALONG NC 96 FOR 2.2 MILES TO STATION ON EZ2405'LEFT, ON THE NORTHWEST SLOPE OF A 15 FOOT CUT. 0.35 MILE SOUTHEAST OF EZ2405'INTERSECTION WITH SR 2301 CROSSROADS, AND 0.5 MILE NORTHWEST OF BRIDGE EZ2405'OVER LITTLE RIVER. 36.2 FT. NE OF C/L OF NC 96, 24.3 FT. WNW OF EZ2405'PROPERTY IRON, 19.0 FT. WSW OF 15 INCH RED OAK WITH ALUMINUM REF. TAG, EZ2405'80.7 FT. SSE OF 12 INCH PINE WITH ALUMINUM REF. TAG, 48.2 FT. NW OF 10 EZ2405'INCH OAK WITH ALUMINUM REF. TAG, AND 125.9 FT. ESE OF POWER POLE WITH EZ2405'ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER, FLUSH WITH THE EZ2405'SURFACE OF THE GROUND. EZ2405 EZ2405 STATION RECOVERY (2004) EZ2405 EZ2405'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ2405'RECOVERED AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2668 *********************************************************************** EZ2668 DESIGNATION - BUFFALO EZ2668 PID - EZ2668 EZ2668 STATE/COUNTY- NC/WAKE EZ2668 USGS QUAD - LAKE WHEELER (1993) EZ2668 EZ2668 *CURRENT SURVEY CONTROL EZ2668 ___________________________________________________________________ EZ2668* NAD 83(1986)- 35 40 28.42089(N) 078 38 08.32234(W) ADJUSTED EZ2668* NAVD 88 - 79.798 (meters) 261.80 (feet) ADJUSTED EZ2668 ___________________________________________________________________ EZ2668 LAPLACE CORR- -7.23 (seconds) DEFLEC99 EZ2668 GEOID HEIGHT- -33.13 (meters) GEOID03 EZ2668 DYNAMIC HT - 79.728 (meters) 261.57 (feet) COMP EZ2668 MODELED GRAV- 979,752.3 (mgal) NAVD 88 EZ2668 EZ2668 HORZ ORDER - SECOND EZ2668 VERT ORDER - SECOND CLASS I EZ2668 EZ2668.The North Carolina HARNS have been completed but, EZ2668.due to contractual restrictions, coordinates for these stations EZ2668.will NOT be published in the near future. In the interim, the EZ2668.published coordinates in North Carolina will not be EZ2668.consistent with the Continuously Operating Reference Stations EZ2668.(CORS). The HARN coordinates for these stations are available EZ2668.upon request. Contact Gary Thompson(919-733-3836). EZ2668. EZ2668.In addition, the published North Carolina positions EZ2668.(NAD 83 (1986)) are NOT consistent with those determined in EZ2668.adjacent state readjustments. The discontinuity between stations EZ2668.located in North Carolina and those in adjacent states EZ2668.which have been adjusted to the HARN may be as much as 5 EZ2668.decimeters. This will result in a significant loss of accuracy EZ2668.over lines crossing such state borders. EZ2668 EZ2668 EZ2668.The horizontal coordinates were established by classical geodetic methods EZ2668.and adjusted by the National Geodetic Survey in December 1990. EZ2668 EZ2668.The orthometric height was determined by differential leveling EZ2668.and adjusted by the National Geodetic Survey in June 1991. EZ2668 EZ2668.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2668 EZ2668.The geoid height was determined by GEOID03. EZ2668 EZ2668.The dynamic height is computed by dividing the NAVD 88 EZ2668.geopotential number by the normal gravity value computed on the EZ2668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2668.degrees latitude (g = 980.6199 gals.). EZ2668 EZ2668.The modeled gravity was interpolated from observed gravity values. EZ2668 EZ2668; North East Units Scale Factor Converg. EZ2668;SPC NC - 213,554.547 642,583.864 MT 0.99989974 +0 12 37.1 EZ2668;SPC NC - 700,636.88 2,108,210.56 sFT 0.99989974 +0 12 37.1 EZ2668;UTM 17 - 3,950,429.208 713,985.346 MT 1.00016429 +1 22 45.7 EZ2668 EZ2668! - Elev Factor x Scale Factor = Combined Factor EZ2668!SPC NC - 0.99999268 x 0.99989974 = 0.99989242 EZ2668!UTM 17 - 0.99999268 x 1.00016429 = 1.00015696 EZ2668 EZ2668 SUPERSEDED SURVEY CONTROL EZ2668 EZ2668 NGVD 29 (12/03/90) 80.04 (m) 262.6 (f) LEVELING 3 EZ2668 EZ2668.Superseded values are not recommended for survey control. EZ2668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2668.See file dsdata.txt to determine how the superseded data were derived. EZ2668 EZ2668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1398550429(NAD 83) EZ2668_MARKER: DE = TRAVERSE STATION DISK EZ2668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2668_SP_SET: CONCRETE POST EZ2668_STAMPING: BUFFALO 1978 EZ2668_MARK LOGO: NCGS EZ2668_PROJECTION: RECESSED 10 CENTIMETERS EZ2668_MAGNETIC: N = NO MAGNETIC MATERIAL EZ2668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2668+STABILITY: SURFACE MOTION EZ2668_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ2668+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2005 EZ2668 EZ2668 HISTORY - Date Condition Report By EZ2668 HISTORY - 1978 MONUMENTED NCGS EZ2668 HISTORY - 1978 GOOD NCGS EZ2668 HISTORY - 20050530 GOOD USPSQD EZ2668 EZ2668 STATION DESCRIPTION EZ2668 EZ2668'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ2668'THE STATION IS LOCATED APPROXIMATELY 2.8 MILES SOUTHWEST OF GARNER. EZ2668' EZ2668'TO REACH THE STATION FROM THE Y INTERSECTION OF SR 2713 (VANDORA EZ2668'SPRINGS ROAD) WITH SR 2711 (BUFFALO ROAD), PROCEED SOUTHEAST ALONG EZ2668'SR 2711 FOR 1.15 MILES TO STATION ON THE RIGHT IN SHOULDER, EZ2668'APPROXIMATELY 50 FEET NORTH OF POINT OF WOODS AND 0.3 MILE NORTHWEST EZ2668'OF SR 2711 BRIDGE OVER LAKE BENSON. EZ2668' EZ2668'STATION MARK IS A STANDARD DISK STAMPED---BUFFALOE 1978---SET IN THE EZ2668'TOP OF A CONCRETE CYLINDER WHICH IS 4 INCHES BELOW THE GROUND SURFACE. EZ2668'THE MARK IS 12.8 FEET SOUTHWEST OF CENTERLINE OF SR 2711, 78.1 FEET EZ2668'NORTH-NORTHWEST OF 3 INCH WHITE PINE WITH REFERENCE TAG, 133.3 FEET EZ2668'NORTHEAST OF 20 INCH GUM WITH REFERENCE TAG AND 48.5 FEET WEST OF EZ2668'FIELD DIVISION DITCH ACROSS ROAD. EZ2668 EZ2668 STATION RECOVERY (1978) EZ2668 EZ2668'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EZ2668'2.8 MI SW FROM GARNER. EZ2668'TO REACH STATION FROM THE WYE INTERSECTION OF SR 2713 (VANDORA EZ2668'SPRINGS ROAD) WITH SR 2711 (BUFFALO ROAD), PROCEED SOUTHEAST ALONG EZ2668'SR 2711 FOR 1.15 MILES TO STATION ON RIGHT IN SHOULDER, APPROXIMATELY EZ2668'50 FEET NORTH OF POINT OF WOODS AND 0.3 MILE NORTHWEST OF SR 2711 EZ2668'BRIDGE OVER LAKE BENSON, 12.8 FEET SOUTHWEST OF CENTERLINE OF SR 2711, EZ2668'78.1 FEET NORTH-NORTHWEST OF 3 INCH WHITE PINE WITH REFERENCE TAG, EZ2668'133.3 FEET NORTHEAST OF 20 INCH GUM WITH REFERENCE TAG, 48.5 FEET EZ2668'WEST OF FIELD DIVISION DITCH ACROSS ROAD. EZ2668'THE MARK IS ABOVE LEVEL WITH ROAD. EZ2668 EZ2668 STATION RECOVERY (2005) EZ2668 EZ2668'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ2668'N 35 40.475 EZ2668'W 078 38.139 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0720 *********************************************************************** EZ0720 DESIGNATION - BUFFALOE EZ0720 PID - EZ0720 EZ0720 STATE/COUNTY- NC/WAKE EZ0720 USGS QUAD - RALEIGH WEST (1988) EZ0720 EZ0720 *CURRENT SURVEY CONTROL EZ0720 ___________________________________________________________________ EZ0720* NAD 83(1986)- 35 46 32.97366(N) 078 38 37.44451(W) ADJUSTED EZ0720* NAVD 88 - 101.552 (meters) 333.18 (feet) ADJUSTED EZ0720 ___________________________________________________________________ EZ0720 LAPLACE CORR- -7.40 (seconds) DEFLEC99 EZ0720 GEOID HEIGHT- -32.90 (meters) GEOID03 EZ0720 DYNAMIC HT - 101.465 (meters) 332.89 (feet) COMP EZ0720 MODELED GRAV- 979,768.2 (mgal) NAVD 88 EZ0720 OBS GRAVITY - 979,771.9 (mgal) GRAV_OBS EZ0720 EZ0720 HORZ ORDER - SECOND EZ0720 VERT ORDER - FIRST CLASS I EZ0720 EZ0720.The North Carolina HARNS have been completed but, EZ0720.due to contractual restrictions, coordinates for these stations EZ0720.will NOT be published in the near future. In the interim, the EZ0720.published coordinates in North Carolina will not be EZ0720.consistent with the Continuously Operating Reference Stations EZ0720.(CORS). The HARN coordinates for these stations are available EZ0720.upon request. Contact Gary Thompson(919-733-3836). EZ0720. EZ0720.In addition, the published North Carolina positions EZ0720.(NAD 83 (1986)) are NOT consistent with those determined in EZ0720.adjacent state readjustments. The discontinuity between stations EZ0720.located in North Carolina and those in adjacent states EZ0720.which have been adjusted to the HARN may be as much as 5 EZ0720.decimeters. This will result in a significant loss of accuracy EZ0720.over lines crossing such state borders. EZ0720 EZ0720 EZ0720.The horizontal coordinates were established by classical geodetic methods EZ0720.and adjusted by the National Geodetic Survey in July 1986. EZ0720 EZ0720.The orthometric height was determined by differential leveling EZ0720.and adjusted by the National Geodetic Survey in June 1991. EZ0720 EZ0720.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0720 EZ0720.The geoid height was determined by GEOID03. EZ0720 EZ0720.The dynamic height is computed by dividing the NAVD 88 EZ0720.geopotential number by the normal gravity value computed on the EZ0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0720.degrees latitude (g = 980.6199 gals.). EZ0720 EZ0720.The modeled gravity was interpolated from observed gravity values. EZ0720.The observed gravity was obtained from relative gravimeter ties EZ0720.to the IGSN71 gravity network. EZ0720 EZ0720; North East Units Scale Factor Converg. EZ0720;SPC NC - 224,786.479 641,811.259 MT 0.99991432 +0 12 20.3 EZ0720;SPC NC - 737,486.97 2,105,675.77 sFT 0.99991432 +0 12 20.3 EZ0720;UTM 17 - 3,961,645.868 712,983.158 MT 1.00015900 +1 22 40.9 EZ0720 EZ0720! - Elev Factor x Scale Factor = Combined Factor EZ0720!SPC NC - 0.99998922 x 0.99991432 = 0.99990355 EZ0720!UTM 17 - 0.99998922 x 1.00015900 = 1.00014822 EZ0720 EZ0720: Primary Azimuth Mark Grid Az EZ0720:SPC NC - EDENTON 003 50 24.9 EZ0720:UTM 17 - EDENTON 002 40 04.3 EZ0720 EZ0720|---------------------------------------------------------------------| EZ0720| PID Reference Object Distance Geod. Az | EZ0720| dddmmss.s | EZ0720| EZ0723 EDENTON APPROX. 0.6 KM 0040245.2 | EZ0720| EZ0721 SIR WALTER 300.832 METERS 09552 | EZ0720| EZ5188 RALEIGH A HUB TEMP 213.317 METERS 26757 | EZ0720|---------------------------------------------------------------------| EZ0720 EZ0720 SUPERSEDED SURVEY CONTROL EZ0720 EZ0720 NAD 27 - 35 46 32.43042(N) 078 38 38.43531(W) AD( ) 2 EZ0720 NGVD 29 (??/??/92) 101.832 (m) 334.09 (f) ADJ UNCH 1 1 EZ0720 EZ0720.Superseded values are not recommended for survey control. EZ0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0720.See file dsdata.txt to determine how the superseded data were derived. EZ0720 EZ0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1298361646(NAD 83) EZ0720_MARKER: DE = TRAVERSE STATION DISK EZ0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0720_STAMPING: BUFFALOE 1967 EZ0720_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0720+STABILITY: SURFACE MOTION EZ0720 EZ0720 HISTORY - Date Condition Report By EZ0720 HISTORY - 1967 MONUMENTED NCGS EZ0720 HISTORY - 1968 GOOD NCGS EZ0720 HISTORY - 1972 GOOD NCGS EZ0720 HISTORY - 1972 GOOD NCGS EZ0720 HISTORY - 1978 GOOD DOD EZ0720 HISTORY - 1983 GOOD NCGS EZ0720 HISTORY - 1984 GOOD USPSQD EZ0720 HISTORY - 1984 GOOD USPSQD EZ0720 HISTORY - 19910903 MARK NOT FOUND NCGS EZ0720 HISTORY - 20040520 MARK NOT FOUND USPSQD EZ0720 EZ0720 STATION DESCRIPTION EZ0720 EZ0720'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ0720'BUFFALOE IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ0720'ESTABLISHED IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ0720' EZ0720'BUFFALOE IS LOCATED APPROXIMATELY 0.4 MILE SOUTHWEST OF EZ0720'CAPITOL SQUARE. TO REACH STATION PROCEED FROM CAPITOL SQUARE EZ0720'WEST ON HILLSBOROUGH ST. FOR 0.2 MILE TO DAWSON ST., TURN LEFT EZ0720'(SOUTH) ON DAWSON ST. AND GO 0.4 MILE TO STATION ON RIGHT. EZ0720'STATION IS AT THE NORTHWEST QUADRANT OF DAWSON ST. AND W. DAVIE EZ0720'ST., APPROXIMATELY 150 FT NORTHWEST OF BUFFALOE BATTERY EZ0720'CO., APPROXIMATELY 150 FT SOUTHWEST OF FIRESTONE STORE EZ0720'AND AT THE INTERSECTION OF SIDEWALKS. EZ0720' EZ0720'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0720'BUFFALOE 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE EZ0720'TOP OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0720' EZ0720'MARK IS EZ0720' EZ0720'28.9 FT N OF C/L OF W. DAVIE ST. EZ0720' EZ0720'1.9 FT N OF N EDGE OF SIDEWALK ON N SIDE OF W. DAVIE ST. EZ0720' EZ0720'0.8 FT W OF W EDGE OF SIDEWALK ON W SIDE OF S. DAWSON ST. EZ0720' EZ0720'8.4 FT N OF FIRE HYDRANT (TOP OF) EZ0720' EZ0720'11.3 FT NE OF PP WITH ALUMINUM REF. TAG EZ0720' EZ0720'10.8 FT SW OF NATIONAL CEMETERY SIGN WITH ALUMINUM REF. TAG EZ0720' EZ0720'39.9 FT SSW OF TP WITH ALUMINUM REF. TAG EZ0720 EZ0720 STATION RECOVERY (1968) EZ0720 EZ0720'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1968 EZ0720'0.2 MI NE FROM RALEIGH. EZ0720'ABOUT 0.05 MILE EAST ALONG WEST CABARRUS STREET FROM THE SOUTHERN EZ0720'RAILWAY COMPANY RAILROAD STATION AT RALEIGH, THENCE 0.1 MILE EZ0720'NORTH ALONG SOUTH DAWSON STREET, 36 FEET WEST OF THE CENTERLINE EZ0720'OF THE STREET, 30 FEET NORTH OF THE CENTERLINE OF WEST DAVIE EZ0720'STREET, 11 FEET NORTHEAST OF A POWER POLE WHICH BEARS AN ALUMINUM EZ0720'REFERENCE TAG, 8 FEET NORTH OF A FIRE HYDRANT, 2 FEET NORTH OF EZ0720'THE NORTH EDGE OF A CONCRETE SIDEWALK, 1 FOOT WEST OF THE WEST EZ0720'EDGE OF A CONCRETE SIDEWALK, AND SET IN THE TOP OF A CONCRETE EZ0720'POST ABOUT LEVEL WITH THE SURFACE OF THE GROUND. EZ0720 EZ0720 STATION RECOVERY (1972) EZ0720 EZ0720'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 (FS) EZ0720'BUFFALOE 1967 GOOD EZ0720 EZ0720 STATION RECOVERY (1972) EZ0720 EZ0720'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0720'RECOVERED IN GOOD CONDITION. EZ0720 EZ0720 STATION RECOVERY (1978) EZ0720 EZ0720'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978 EZ0720'RECOVERED IN GOOD CONDITION. EZ0720 EZ0720 STATION RECOVERY (1983) EZ0720 EZ0720'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG) EZ0720'THE STATION WAS RECOVERED AT THIS DATE. EZ0720'THE MARK WAS FOUND IN GOOD CONDITION AS DESCRIBED. EZ0720' EZ0720'THE STATION IS NOW 2 INCHES BELOW THE GROUND. EZ0720 EZ0720 STATION RECOVERY (1984) EZ0720 EZ0720'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGS) EZ0720'BUFFALOE 1967 RECOVERED GOOD. EZ0720' EZ0720'THE DESCRIPTION SHOULD BE REVISED AS FOLLOWS--BUFFALOE BATTERY EZ0720'CO. IS NOW BUFFALOE TIRE CO., THE TOP OF THE MARKER IS 1 INCH EZ0720'BELOW SURFACE OF GROUND. ALL THE REFERENCE POINTS WERE FOUND TO EZ0720'BE GOOD. THE SIXTH REFERENCE POINT IS THE RALEIGH NATIONAL EZ0720'CEMETERY SIGN. EZ0720 EZ0720 STATION RECOVERY (1984) EZ0720 EZ0720'RECOVERY NOTE BY US POWER SQUADRON 1984 EZ0720'BUFFALOE BATTERY CO. IS NOW BUFFALOE TIRE CO, THE TOP OF THE MARKER EZ0720'IS NOW 1' BELOW SURFACE OF GROUND. ALL REFERENCE POINTS WERE FOUND TO EZ0720'BE GOOD THE SIXTH REFERNCE POINT IS THE 'RALEIGH' NATIONAL CEMETERY EZ0720'SIGN. EZ0720 EZ0720 STATION RECOVERY (1991) EZ0720 EZ0720'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB) EZ0720'DESTROYED--TOP IS GONE, SOME CONCRETE REMAINS ABOUT 15 INCHES BELOW EZ0720'GROUND. EZ0720 EZ0720 STATION RECOVERY (2004) EZ0720 EZ0720'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ0720'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2401 *********************************************************************** EZ2401 DESIGNATION - BUNN EZ2401 PID - EZ2401 EZ2401 STATE/COUNTY- NC/WAKE EZ2401 USGS QUAD - ROLESVILLE (1993) EZ2401 EZ2401 *CURRENT SURVEY CONTROL EZ2401 ___________________________________________________________________ EZ2401* NAD 83(1986)- 35 54 41.68505(N) 078 22 48.29296(W) ADJUSTED EZ2401* NAVD 88 - 92.685 (meters) 304.08 (feet) ADJUSTED EZ2401 ___________________________________________________________________ EZ2401 LAPLACE CORR- -6.19 (seconds) DEFLEC99 EZ2401 GEOID HEIGHT- -33.65 (meters) GEOID03 EZ2401 DYNAMIC HT - 92.604 (meters) 303.82 (feet) COMP EZ2401 MODELED GRAV- 979,761.7 (mgal) NAVD 88 EZ2401 EZ2401 HORZ ORDER - SECOND EZ2401 VERT ORDER - SECOND CLASS II EZ2401 EZ2401.The North Carolina HARNS have been completed but, EZ2401.due to contractual restrictions, coordinates for these stations EZ2401.will NOT be published in the near future. In the interim, the EZ2401.published coordinates in North Carolina will not be EZ2401.consistent with the Continuously Operating Reference Stations EZ2401.(CORS). The HARN coordinates for these stations are available EZ2401.upon request. Contact Gary Thompson(919-733-3836). EZ2401. EZ2401.In addition, the published North Carolina positions EZ2401.(NAD 83 (1986)) are NOT consistent with those determined in EZ2401.adjacent state readjustments. The discontinuity between stations EZ2401.located in North Carolina and those in adjacent states EZ2401.which have been adjusted to the HARN may be as much as 5 EZ2401.decimeters. This will result in a significant loss of accuracy EZ2401.over lines crossing such state borders. EZ2401 EZ2401 EZ2401.The horizontal coordinates were established by classical geodetic methods EZ2401.and adjusted by the National Geodetic Survey in July 1986. EZ2401 EZ2401.The orthometric height was determined by differential leveling EZ2401.and adjusted by the National Geodetic Survey in June 1991. EZ2401 EZ2401.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2401 EZ2401.The geoid height was determined by GEOID03. EZ2401 EZ2401.The dynamic height is computed by dividing the NAVD 88 EZ2401.geopotential number by the normal gravity value computed on the EZ2401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2401.degrees latitude (g = 980.6199 gals.). EZ2401 EZ2401.The modeled gravity was interpolated from observed gravity values. EZ2401 EZ2401; North East Units Scale Factor Converg. EZ2401;SPC NC - 239,964.916 665,553.908 MT 0.99993878 +0 21 28.1 EZ2401;SPC NC - 787,284.90 2,183,571.45 sFT 0.99993878 +0 21 28.1 EZ2401;UTM 17 - 3,977,313.003 736,416.264 MT 1.00028877 +1 32 14.6 EZ2401 EZ2401! - Elev Factor x Scale Factor = Combined Factor EZ2401!SPC NC - 0.99999073 x 0.99993878 = 0.99992951 EZ2401!UTM 17 - 0.99999073 x 1.00028877 = 1.00027950 EZ2401 EZ2401: Primary Azimuth Mark Grid Az EZ2401:SPC NC - CULTIVATE 132 54 51.3 EZ2401:UTM 17 - CULTIVATE 131 44 04.8 EZ2401 EZ2401|---------------------------------------------------------------------| EZ2401| PID Reference Object Distance Geod. Az | EZ2401| dddmmss.s | EZ2401| EZ2400 CULTIVATE APPROX. 0.9 KM 1331619.4 | EZ2401| EZ2402 MILLPOND 430.096 METERS 3171240.7 | EZ2401|---------------------------------------------------------------------| EZ2401 EZ2401 SUPERSEDED SURVEY CONTROL EZ2401 EZ2401 NAD 27 - 35 54 41.13196(N) 078 22 49.30046(W) AD( ) 2 EZ2401 NGVD 29 (??/??/92) 92.965 (m) 305.00 (f) ADJ UNCH 2 2 EZ2401 EZ2401.Superseded values are not recommended for survey control. EZ2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2401.See file dsdata.txt to determine how the superseded data were derived. EZ2401 EZ2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3641677313(NAD 83) EZ2401_MARKER: DE = TRAVERSE STATION DISK EZ2401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2401_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2401_STAMPING: BUNN 1976 EZ2401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2401+STABILITY: SURFACE MOTION EZ2401_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ2401+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2004 EZ2401 EZ2401 HISTORY - Date Condition Report By EZ2401 HISTORY - 1976 MONUMENTED NCGS EZ2401 HISTORY - 1976 GOOD NCGS EZ2401 HISTORY - 20041130 GOOD USPSQD EZ2401 EZ2401 STATION DESCRIPTION EZ2401 EZ2401'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2401'BUNN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ2401'THE VICINITY OF ROLESVILLE, NORTH CAROLINA. EZ2401' EZ2401'BUNN IS LOCATED APPROXIMATELY 4.4 MILES EAST OF ROLESVILLE AND EZ2401'7.0 MILES NNW OF ZEBULON. TO REACH STATION FROM INTERSECTION OF EZ2401'NC 96 WITH U.S. 401 2.7 MILES NORTHEAST OF ROLESVILLE, PROCEED EZ2401'SOUTHEAST ALONG NC 96 FOR 3.55 MILES TO STATION ON RIGHT, IN EZ2401'SOUTHEAST CORNER OF YARD OF W. BUNNS ONE STORY WHITE FRAME EZ2401'RENTAL HOUSE AND ACROSS HIGHWAY FROM SOUTH SIDE OF LITTLE RIVER EZ2401'MOBILE VILLAGE AND 0.25 MILE NORTHWEST OF T INTERSECTION WITH EZ2401'SR 2313 (E). EZ2401' EZ2401'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2401'BUNN 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2401'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2401' EZ2401'MARK IS 24.5 FT SW OF C/L OF NC 96 EZ2401' EZ2401'58.2 FT SE OF C/L DIRT DRIVEWAY TO RESIDENCE EZ2401' EZ2401'76.5 FT ESE OF SOUTHEASTERNMOST CORNER OF RESIDENCE EZ2401' EZ2401'57.6 FT ENE OF CENTER OF TOP OF WELL EZ2401' EZ2401'119.3 FT NNW OF CENTER OF TOP OF TELEPHONE PEDESTAL 504S EZ2401' EZ2401'82.6 FT NE OF 12 INCH ELM WITH ALUMINUM REF. TAG EZ2401 EZ2401 STATION RECOVERY (1976) EZ2401 EZ2401'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2401'4.4 MI E FROM ROLESVILLE. EZ2401'TO REACH STATION FROM INTERSECTION OF NC 96 WITH US 401 NORTHEAST OF EZ2401'ROLESVILLE, PROCEED SOUTHEAST ALONG NC 96 FOR 3.55 MILES TO STATION ON EZ2401'RIGHT, IN SOUTHEAST CORNER OF YARD OF W. BUNNS ONE STORY WHITE FRAME EZ2401'RENTAL HOUSE, ACROSS HIGHWAY FROM SOUTH SIDE OF LITTLE RIVER MOBILE EZ2401'VILLAGE, AND 0.25 MILE NORTHWEST OF T INTERSECTION WITH SR 2313 (E). EZ2401'24.5 FT. SW OF CENTERLINE OF NC 96, 58.2 FT. SE OF CENTERLINE OF DIRT EZ2401'DRIVEWAY TO RESIDENCE, 76.5 FT. ESE OF SOUTHEASTERNMOST CORNER OF EZ2401'RESIDENCE, 57.6 FT. ENE OF CENTER OF TOP OF WELL, 119.3 FT. NNW OF EZ2401'CENTER OF TOP OF TELEPHONE PEDESTAL NO. 504S AND 82.6 FT. NE OF 12 EZ2401'INCH ELM WITH ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER, EZ2401'FLUSH WITH THE SURFACE OF THE GROUND. EZ2401 EZ2401 STATION RECOVERY (2004) EZ2401 EZ2401'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ2401'RECOVERED AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7312 *********************************************************************** AE7312 DESIGNATION - BUREAU AE7312 PID - AE7312 AE7312 STATE/COUNTY- NC/WAKE AE7312 USGS QUAD - RALEIGH WEST (1988) AE7312 AE7312 *CURRENT SURVEY CONTROL AE7312 ___________________________________________________________________ AE7312* NAD 83(1986)- 35 50 56.57550(N) 078 41 33.51633(W) ADJUSTED AE7312* NAVD 88 - 99.6 (meters) 327. (feet) VERTCON AE7312 ___________________________________________________________________ AE7312 LAPLACE CORR- -6.96 (seconds) DEFLEC99 AE7312 GEOID HEIGHT- -32.52 (meters) GEOID03 AE7312 AE7312 HORZ ORDER - SECOND AE7312 AE7312.The North Carolina HARNS have been completed but, AE7312.due to contractual restrictions, coordinates for these stations AE7312.will NOT be published in the near future. In the interim, the AE7312.published coordinates in North Carolina will not be AE7312.consistent with the Continuously Operating Reference Stations AE7312.(CORS). The HARN coordinates for these stations are available AE7312.upon request. Contact Gary Thompson(919-733-3836). AE7312. AE7312.In addition, the published North Carolina positions AE7312.(NAD 83 (1986)) are NOT consistent with those determined in AE7312.adjacent state readjustments. The discontinuity between stations AE7312.located in North Carolina and those in adjacent states AE7312.which have been adjusted to the HARN may be as much as 5 AE7312.decimeters. This will result in a significant loss of accuracy AE7312.over lines crossing such state borders. AE7312 AE7312 AE7312.The horizontal coordinates were established by classical geodetic methods AE7312.and adjusted by the National Geodetic Survey in March 1998. AE7312 AE7312.The NAVD 88 height was computed by applying the VERTCON shift value to AE7312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7312 AE7312.The Laplace correction was computed from DEFLEC99 derived deflections. AE7312 AE7312.The geoid height was determined by GEOID03. AE7312 AE7312; North East Units Scale Factor Converg. AE7312;SPC NC - 232,895.481 637,364.262 MT 0.99992682 +0 10 38.6 AE7312;SPC NC - 764,091.26 2,091,085.92 sFT 0.99992682 +0 10 38.6 AE7312;UTM 17 - 3,969,663.918 708,369.989 MT 1.00013504 +1 21 06.5 AE7312 AE7312! - Elev Factor x Scale Factor = Combined Factor AE7312!SPC NC - 0.99998948 x 0.99992682 = 0.99991630 AE7312!UTM 17 - 0.99998948 x 1.00013504 = 1.00012452 AE7312 AE7312: Primary Azimuth Mark Grid Az AE7312:SPC NC - RALEIGH CABLEVISION TOWER 128 52 58.9 AE7312:UTM 17 - RALEIGH CABLEVISION TOWER 127 42 31.0 AE7312 AE7312|---------------------------------------------------------------------| AE7312| PID Reference Object Distance Geod. Az | AE7312| dddmmss.s | AE7312| EZ6594 RALEIGH CABLEVISION TOWER APPROX. 8.0 KM 1290337.5 | AE7312| AE7313 BETA 484.225 METERS 1362444.3 | AE7312|---------------------------------------------------------------------| AE7312 AE7312 SUPERSEDED SURVEY CONTROL AE7312 AE7312 NGVD 29 (03/10/98) 99.8 (m) 327. (f) VERT ANG AE7312 AE7312.Superseded values are not recommended for survey control. AE7312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7312.See file dsdata.txt to determine how the superseded data were derived. AE7312 AE7312_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0837069664(NAD 83) AE7312_MARKER: DH = HORIZONTAL CONTROL DISK AE7312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7312_STAMPING: BUREAU 1986 AE7312_MARK LOGO: NCGS AE7312_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7312+STABILITY: SURFACE MOTION AE7312 AE7312 HISTORY - Date Condition Report By AE7312 HISTORY - 1986 MONUMENTED NCGS AE7312 AE7312 STATION DESCRIPTION AE7312 AE7312'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7312'STATION IS LOCATED ABOUT 9.2 KM (5.70 MI) NORTH-NORTHWEST OF CAPITOL AE7312'SQUARE, IN NORTHWEST RALEIGH. ALONG US 70 FOR 2.6 KM (1.60 MI) AE7312'NORTHWEST FROM CLIFF BENSON BELTLINE, OR 0.2 KM (0.10 MI) SOUTHEAST OF AE7312'BLUESTONE DRIVE, AT THE ENTRANCE TO THE NC FARM BUREAU FEDERATION, AE7312'BETWEEN THE HIGHWAY CURB AND THE ASPHALT SIDEWALK. MARK IS FLUSH WITH AE7312'GROUND AND LEVEL WITH HIGHWAY. LOCATED 6.6 M (21.7 FT) SOUTHWEST OF AE7312'THE CENTER OF THE EAST BOUND LANE, 31.7 M (104.0 FT) SOUTHEAST OF THE AE7312'CENTERLINE OF A DRIVE, 11.4 M (37.4 FT) EAST-NORTHEAST OF A AE7312'RIGHT-OF-WAY MONUMENT--AND 13.8 M (45.3 FT) SOUTHEAST OF A STREET LAMP AE7312'POLE, 18.9 M (62.0 FT) NORTH-NORTHWEST OF A METER POLE FOR STREET AE7312'LAMPS--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5229 *********************************************************************** EZ5229 DESIGNATION - BURNETTE EZ5229 PID - EZ5229 EZ5229 STATE/COUNTY- NC/WAKE EZ5229 USGS QUAD - GARNER (1993) EZ5229 EZ5229 *CURRENT SURVEY CONTROL EZ5229 ___________________________________________________________________ EZ5229* NAD 83(1986)- 35 42 09.88180(N) 078 32 06.12069(W) ADJUSTED EZ5229* NAVD 88 - 123.0 (meters) 404. (feet) VERTCON EZ5229 ___________________________________________________________________ EZ5229 LAPLACE CORR- -6.73 (seconds) DEFLEC99 EZ5229 GEOID HEIGHT- -33.54 (meters) GEOID03 EZ5229 EZ5229 HORZ ORDER - SECOND EZ5229 EZ5229.The North Carolina HARNS have been completed but, EZ5229.due to contractual restrictions, coordinates for these stations EZ5229.will NOT be published in the near future. In the interim, the EZ5229.published coordinates in North Carolina will not be EZ5229.consistent with the Continuously Operating Reference Stations EZ5229.(CORS). The HARN coordinates for these stations are available EZ5229.upon request. Contact Gary Thompson(919-733-3836). EZ5229. EZ5229.In addition, the published North Carolina positions EZ5229.(NAD 83 (1986)) are NOT consistent with those determined in EZ5229.adjacent state readjustments. The discontinuity between stations EZ5229.located in North Carolina and those in adjacent states EZ5229.which have been adjusted to the HARN may be as much as 5 EZ5229.decimeters. This will result in a significant loss of accuracy EZ5229.over lines crossing such state borders. EZ5229 EZ5229 EZ5229.The horizontal coordinates were established by classical geodetic methods EZ5229.and adjusted by the National Geodetic Survey in July 1986. EZ5229 EZ5229.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5229 EZ5229.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5229 EZ5229.The geoid height was determined by GEOID03. EZ5229 EZ5229; North East Units Scale Factor Converg. EZ5229;SPC NC - 216,719.309 651,676.860 MT 0.99990349 +0 16 06.1 EZ5229;SPC NC - 711,019.93 2,138,043.16 sFT 0.99990349 +0 16 06.1 EZ5229;UTM 17 - 3,953,779.924 723,014.421 MT 1.00021291 +1 26 20.8 EZ5229 EZ5229! - Elev Factor x Scale Factor = Combined Factor EZ5229!SPC NC - 0.99998596 x 0.99990349 = 0.99988945 EZ5229!UTM 17 - 0.99998596 x 1.00021291 = 1.00019886 EZ5229 EZ5229: Primary Azimuth Mark Grid Az EZ5229:SPC NC - AUBURN 319 31 58.4 EZ5229:UTM 17 - AUBURN 318 21 43.7 EZ5229 EZ5229|---------------------------------------------------------------------| EZ5229| PID Reference Object Distance Geod. Az | EZ5229| dddmmss.s | EZ5229| EZ5231 DENNIS 271.752 METERS 05400 | EZ5229| EZ5227 AUBURN APPROX. 0.6 KM 3194804.5 | EZ5229|---------------------------------------------------------------------| EZ5229 EZ5229 SUPERSEDED SURVEY CONTROL EZ5229 EZ5229 NAD 27 - 35 42 09.33153(N) 078 32 07.11253(W) AD( ) 2 EZ5229 NGVD 29 (07/19/86) 123.3 (m) 405. (f) VERT ANG EZ5229 EZ5229.Superseded values are not recommended for survey control. EZ5229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5229.See file dsdata.txt to determine how the superseded data were derived. EZ5229 EZ5229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2301453780(NAD 83) EZ5229_MARKER: DE = TRAVERSE STATION DISK EZ5229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5229_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5229_STAMPING: BURNETTE 1965 EZ5229_MARK LOGO: NCGS EZ5229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5229+STABILITY: SURFACE MOTION EZ5229 EZ5229 HISTORY - Date Condition Report By EZ5229 HISTORY - 1965 MONUMENTED NCGS EZ5229 EZ5229 STATION DESCRIPTION EZ5229 EZ5229'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ5229'BURNETTE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5229'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5229' EZ5229'BURNETTE IS 7.85 MILES SE OF GARNER. LOCATED 1.3 MILES NE EZ5229'ALONG SR 2555 FROM SR 1004 IN AUBURN. 0.2 MILES SW ALONG SR EZ5229'2555 FROM SR 2542. AND IN PASTURE ON W SIDE OF SR 2555 ON EZ5229'BURNETTES FARM. EZ5229' EZ5229'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5229'BURNETTE 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ5229'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5229' EZ5229'MARK IS EZ5229' EZ5229'24.6 FT W OF C/L OF SR 2555 EZ5229' EZ5229'16.0 FT W OF YELLOW ARROW PAINTED ON SR 2555 EZ5229' EZ5229'160.3 FT S OF PP WITH ALUMINUM REF. TAG EZ5229' EZ5229'5.2 FT W OF FENCE POST WITH ALUMINUM REF. TAG EZ5229' EZ5229'150.6 FT N OF PP WITH ALUMINUM REF. TAG EZ5229' EZ5229'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7488 *********************************************************************** AE7488 DESIGNATION - BUSH AE7488 PID - AE7488 AE7488 STATE/COUNTY- NC/WAKE AE7488 USGS QUAD - RALEIGH EAST (1993) AE7488 AE7488 *CURRENT SURVEY CONTROL AE7488 ___________________________________________________________________ AE7488* NAD 83(1986)- 35 49 57.76033(N) 078 36 45.20972(W) ADJUSTED AE7488* NAVD 88 - 103.867 (meters) 340.77 (feet) ADJUSTED AE7488 ___________________________________________________________________ AE7488 LAPLACE CORR- -7.46 (seconds) DEFLEC99 AE7488 GEOID HEIGHT- -32.90 (meters) GEOID03 AE7488 DYNAMIC HT - 103.778 (meters) 340.48 (feet) COMP AE7488 MODELED GRAV- 979,775.9 (mgal) NAVD 88 AE7488 AE7488 HORZ ORDER - SECOND AE7488 VERT ORDER - SECOND CLASS II AE7488 AE7488.The North Carolina HARNS have been completed but, AE7488.due to contractual restrictions, coordinates for these stations AE7488.will NOT be published in the near future. In the interim, the AE7488.published coordinates in North Carolina will not be AE7488.consistent with the Continuously Operating Reference Stations AE7488.(CORS). The HARN coordinates for these stations are available AE7488.upon request. Contact Gary Thompson(919-733-3836). AE7488. AE7488.In addition, the published North Carolina positions AE7488.(NAD 83 (1986)) are NOT consistent with those determined in AE7488.adjacent state readjustments. The discontinuity between stations AE7488.located in North Carolina and those in adjacent states AE7488.which have been adjusted to the HARN may be as much as 5 AE7488.decimeters. This will result in a significant loss of accuracy AE7488.over lines crossing such state borders. AE7488 AE7488 AE7488.The horizontal coordinates were established by classical geodetic methods AE7488.and adjusted by the National Geodetic Survey in February 1998. AE7488 AE7488.The orthometric height was determined by differential leveling AE7488.and adjusted by the National Geodetic Survey in September 1998. AE7488 AE7488.The Laplace correction was computed from DEFLEC99 derived deflections. AE7488 AE7488.The geoid height was determined by GEOID03. AE7488 AE7488.The dynamic height is computed by dividing the NAVD 88 AE7488.geopotential number by the normal gravity value computed on the AE7488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7488.degrees latitude (g = 980.6199 gals.). AE7488 AE7488.The modeled gravity was interpolated from observed gravity values. AE7488 AE7488; North East Units Scale Factor Converg. AE7488;SPC NC - 231,108.196 644,605.273 MT 0.99992389 +0 13 25.0 AE7488;SPC NC - 758,227.47 2,114,842.47 sFT 0.99992389 +0 13 25.0 AE7488;UTM 17 - 3,968,025.055 715,647.776 MT 1.00017307 +1 23 53.5 AE7488 AE7488! - Elev Factor x Scale Factor = Combined Factor AE7488!SPC NC - 0.99998886 x 0.99992389 = 0.99991275 AE7488!UTM 17 - 0.99998886 x 1.00017307 = 1.00016193 AE7488 AE7488 SUPERSEDED SURVEY CONTROL AE7488 AE7488 NGVD 29 (02/27/98) 104.15 (m) 341.7 (f) LEVELING 3 AE7488 AE7488.Superseded values are not recommended for survey control. AE7488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7488.See file dsdata.txt to determine how the superseded data were derived. AE7488 AE7488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1564868025(NAD 83) AE7488_MARKER: DH = HORIZONTAL CONTROL DISK AE7488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7488_STAMPING: BUSH 1987 AE7488_MARK LOGO: NCGS AE7488_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7488+STABILITY: SURFACE MOTION AE7488 AE7488 HISTORY - Date Condition Report By AE7488 HISTORY - 1987 MONUMENTED NCGS AE7488 HISTORY - 19870101 GOOD NCGS AE7488 AE7488 STATION DESCRIPTION AE7488 AE7488'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7488'STATION IS LOCATED ABOUT 6.3 KM (3.90 MI) NORTH-NORTHEAST OF CAPITAL AE7488'SQUARE IN RALEIGH. ALONG NEW HOPE CHURCH ROAD FOR 0.6 KM (0.35 MI) AE7488'NORTHEAST FROM OLD WAKE FOREST ROAD TO SIOUX DRIVE, ABOUT 150 FT (45.7 AE7488'M) NORTHEAST, IN THE NORTH SHOULDER, OR 350 FT (106.7 M) AE7488'WEST-SOUTHWEST OF BUSH STREET. MARK IS RECESSED 12 CM BELOW GROUND AND AE7488'IS LEVEL WITH THE ROAD. LOCATED 4.1 M (13.5 FT) NORTH-NORTHWEST OF THE AE7488'CENTERLINE OF THE ROAD, 47.2 M (154.9 FT) EAST-NORTHEAST OF THE AE7488'CENTERLINE INTERSECTION OF THE ROAD AND DRIVE, 24.3 M (79.7 FT) AE7488'SOUTHEAST OF THE SOUTHWEST CORNER OF A HOUSE, 1.6 M (5.2 FT) AE7488'SOUTH-SOUTHWEST OF THE WEST END OF A DRIVEWAY CULVERT, 6.1 M (20.0 FT) AE7488'WEST-SOUTHWEST OF THE EAST END OF A CHAIN LINK FENCE, 18.3 M (60.0 FT) AE7488'EAST OF THE SOUTH END OF A CHIAN LINK FENCE, AND 12.9 M (42.3 FT) AE7488'SOUTH-SOUTHWEST OF A SERVICE POLE WITH A REFERENCE TAG. AE7488 AE7488 STATION RECOVERY (1987) AE7488 AE7488'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7488'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5230 *********************************************************************** EZ5230 DESIGNATION - BUSTER EZ5230 PID - EZ5230 EZ5230 STATE/COUNTY- NC/WAKE EZ5230 USGS QUAD - GARNER (1993) EZ5230 EZ5230 *CURRENT SURVEY CONTROL EZ5230 ___________________________________________________________________ EZ5230* NAD 83(1986)- 35 38 44.42415(N) 078 36 52.82670(W) ADJUSTED EZ5230* NAVD 88 - 109.3 (meters) 359. (feet) VERTCON EZ5230 ___________________________________________________________________ EZ5230 LAPLACE CORR- -7.26 (seconds) DEFLEC99 EZ5230 GEOID HEIGHT- -33.26 (meters) GEOID03 EZ5230 EZ5230 HORZ ORDER - SECOND EZ5230 EZ5230.The North Carolina HARNS have been completed but, EZ5230.due to contractual restrictions, coordinates for these stations EZ5230.will NOT be published in the near future. In the interim, the EZ5230.published coordinates in North Carolina will not be EZ5230.consistent with the Continuously Operating Reference Stations EZ5230.(CORS). The HARN coordinates for these stations are available EZ5230.upon request. Contact Gary Thompson(919-733-3836). EZ5230. EZ5230.In addition, the published North Carolina positions EZ5230.(NAD 83 (1986)) are NOT consistent with those determined in EZ5230.adjacent state readjustments. The discontinuity between stations EZ5230.located in North Carolina and those in adjacent states EZ5230.which have been adjusted to the HARN may be as much as 5 EZ5230.decimeters. This will result in a significant loss of accuracy EZ5230.over lines crossing such state borders. EZ5230 EZ5230 EZ5230.The horizontal coordinates were established by classical geodetic methods EZ5230.and adjusted by the National Geodetic Survey in July 1986. EZ5230 EZ5230.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5230 EZ5230.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5230 EZ5230.The geoid height was determined by GEOID03. EZ5230 EZ5230; North East Units Scale Factor Converg. EZ5230;SPC NC - 210,356.866 644,494.661 MT 0.99989616 +0 13 20.6 EZ5230;SPC NC - 690,145.82 2,114,479.57 sFT 0.99989616 +0 13 20.6 EZ5230;UTM 17 - 3,947,270.306 715,961.501 MT 1.00017476 +1 23 26.3 EZ5230 EZ5230! - Elev Factor x Scale Factor = Combined Factor EZ5230!SPC NC - 0.99998806 x 0.99989616 = 0.99988422 EZ5230!UTM 17 - 0.99998806 x 1.00017476 = 1.00016282 EZ5230 EZ5230 SUPERSEDED SURVEY CONTROL EZ5230 EZ5230 NAD 27 - 35 38 43.87144(N) 078 36 53.80588(W) AD( ) 2 EZ5230 NGVD 29 (07/19/86) 109.6 (m) 360. (f) VERT ANG EZ5230 EZ5230.Superseded values are not recommended for survey control. EZ5230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5230.See file dsdata.txt to determine how the superseded data were derived. EZ5230 EZ5230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1596247270(NAD 83) EZ5230_MARKER: DE = TRAVERSE STATION DISK EZ5230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5230_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5230_STAMPING: BUSTER 1968 EZ5230_MARK LOGO: NCGS EZ5230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5230+STABILITY: SURFACE MOTION EZ5230 EZ5230 HISTORY - Date Condition Report By EZ5230 HISTORY - 1968 MONUMENTED NCGS EZ5230 HISTORY - 1976 MARK NOT FOUND NGS EZ5230 HISTORY - 20040806 MARK NOT FOUND USPSQD EZ5230 EZ5230 STATION DESCRIPTION EZ5230 EZ5230'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EZ5230'BUSTER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5230'IN THE VICINITY OF CLAYTON, NORTH CAROLINA. EZ5230' EZ5230'BUSTER IS LOCATED APPROXIMATELY 4.3 MILES SSW OF THE CENTER OF EZ5230'GARNER. TO REACH STATION PROCEED FROM THE INTERSECTION OF NC 50 EZ5230'WITH U.S. 70 IN GARNER, GO SOUTH ON NC 50 FOR 4.45 MILES TO EZ5230'STATION. WHICH IS ON THE WEST BANK OF NC 50 IN NORTHWEST EZ5230'CORNER OF YARD OF A ONE STORY BRICK HOUSE, ON TOP OF A 6 FOOT EZ5230'CUT AND 0.25 MILES NORTH OF INTERSECTION OF SR 2731 WITH NC 50. EZ5230' EZ5230'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5230'BUSTER 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5230'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ5230' EZ5230'MARK IS EZ5230' EZ5230'35.0 FT E OF C/L OF NC 50 EZ5230' EZ5230'25.0 FT W OF TP 2/1 WITH ALUMINUM REF. TAG ON E SIDE OF NC 50 EZ5230' EZ5230'17.0 FT SSE OF METAL PROPERTY CORNER ON E SIDE OF NC 50 EZ5230' EZ5230'119.0 FT N OF C/L OF DRIVEWAY TO ONE STORY BRICK HOUSE EZ5230' EZ5230'156.3 FT N OF PP 12 WITH ALUMINUM REF. TAG ON E SIDE OF NC 50 EZ5230' EZ5230'104.1 FT N OF METAL PROPERTY CORNER AT S SIDE OF DRIVEWAY EZ5230 EZ5230 STATION RECOVERY (1976) EZ5230 EZ5230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ACD) EZ5230'DESTROYED - BANK HAS BEEN GRADED AND SEEDED. EZ5230' EZ5230'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EZ5230'4.3 MILES SSW OF GARNER. EZ5230 EZ5230 STATION RECOVERY (2004) EZ5230 EZ5230'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM) EZ5230'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0676 *********************************************************************** EZ0676 DESIGNATION - BUTANE EZ0676 PID - EZ0676 EZ0676 STATE/COUNTY- NC/WAKE EZ0676 USGS QUAD - RALEIGH WEST (1988) EZ0676 EZ0676 *CURRENT SURVEY CONTROL EZ0676 ___________________________________________________________________ EZ0676* NAD 83(1986)- 35 47 19.68281(N) 078 44 30.06190(W) ADJUSTED EZ0676* NAVD 88 - 151.067 (meters) 495.63 (feet) ADJUSTED EZ0676 ___________________________________________________________________ EZ0676 LAPLACE CORR- -7.18 (seconds) DEFLEC99 EZ0676 GEOID HEIGHT- -32.45 (meters) GEOID03 EZ0676 DYNAMIC HT - 150.937 (meters) 495.20 (feet) COMP EZ0676 MODELED GRAV- 979,770.8 (mgal) NAVD 88 EZ0676 EZ0676 HORZ ORDER - SECOND EZ0676 VERT ORDER - FIRST CLASS I EZ0676 EZ0676.The North Carolina HARNS have been completed but, EZ0676.due to contractual restrictions, coordinates for these stations EZ0676.will NOT be published in the near future. In the interim, the EZ0676.published coordinates in North Carolina will not be EZ0676.consistent with the Continuously Operating Reference Stations EZ0676.(CORS). The HARN coordinates for these stations are available EZ0676.upon request. Contact Gary Thompson(919-733-3836). EZ0676. EZ0676.In addition, the published North Carolina positions EZ0676.(NAD 83 (1986)) are NOT consistent with those determined in EZ0676.adjacent state readjustments. The discontinuity between stations EZ0676.located in North Carolina and those in adjacent states EZ0676.which have been adjusted to the HARN may be as much as 5 EZ0676.decimeters. This will result in a significant loss of accuracy EZ0676.over lines crossing such state borders. EZ0676 EZ0676 EZ0676.The horizontal coordinates were established by classical geodetic methods EZ0676.and adjusted by the National Geodetic Survey in December 1992. EZ0676 EZ0676.The orthometric height was determined by differential leveling EZ0676.and adjusted by the National Geodetic Survey in June 1991. EZ0676.WARNING-Repeat measurements at this control monument indicate possible EZ0676.vertical movement. EZ0676 EZ0676.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0676 EZ0676.The geoid height was determined by GEOID03. EZ0676 EZ0676.The dynamic height is computed by dividing the NAVD 88 EZ0676.geopotential number by the normal gravity value computed on the EZ0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0676.degrees latitude (g = 980.6199 gals.). EZ0676 EZ0676.The modeled gravity was interpolated from observed gravity values. EZ0676 EZ0676; North East Units Scale Factor Converg. EZ0676;SPC NC - 226,198.554 632,951.920 MT 0.99991642 +0 08 56.7 EZ0676;SPC NC - 742,119.76 2,076,609.76 sFT 0.99991642 +0 08 56.7 EZ0676;UTM 17 - 3,962,876.679 704,094.825 MT 1.00011331 +1 19 16.0 EZ0676 EZ0676! - Elev Factor x Scale Factor = Combined Factor EZ0676!SPC NC - 0.99998138 x 0.99991642 = 0.99989780 EZ0676!UTM 17 - 0.99998138 x 1.00011331 = 1.00009469 EZ0676 EZ0676: Primary Azimuth Mark Grid Az EZ0676:SPC NC - SHEEP 281 27 32.2 EZ0676:UTM 17 - SHEEP 280 17 12.9 EZ0676 EZ0676|---------------------------------------------------------------------| EZ0676| PID Reference Object Distance Geod. Az | EZ0676| dddmmss.s | EZ0676| EZ0674 SHEEP APPROX. 1.1 KM 2813628.9 | EZ0676|---------------------------------------------------------------------| EZ0676 EZ0676 SUPERSEDED SURVEY CONTROL EZ0676 EZ0676 NAD 83(1986)- 35 47 19.68150(N) 078 44 30.05810(W) AD( ) 2 EZ0676 NAD 27 - 35 47 19.14505(N) 078 44 31.04609(W) AD( ) 2 EZ0676 NGVD 29 (??/??/92) 151.320 (m) 496.46 (f) ADJ UNCH 1 1 EZ0676 EZ0676.Superseded values are not recommended for survey control. EZ0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0676.See file dsdata.txt to determine how the superseded data were derived. EZ0676 EZ0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0409562877(NAD 83) EZ0676_MARKER: DE = TRAVERSE STATION DISK EZ0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0676_SP_SET: CONCRETE POST EZ0676_STAMPING: BUTANE 1965 EZ0676_MARK LOGO: NCGS EZ0676_PROJECTION: PROJECTING 8 CENTIMETERS EZ0676_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0676+STABILITY: SURFACE MOTION EZ0676 EZ0676 HISTORY - Date Condition Report By EZ0676 HISTORY - 1965 MONUMENTED NCGS EZ0676 HISTORY - 1967 GOOD NCGS EZ0676 HISTORY - 1980 GOOD NCGS EZ0676 HISTORY - 1980 GOOD NCGS EZ0676 HISTORY - 1984 GOOD NCGS EZ0676 HISTORY - 1984 GOOD NCGS EZ0676 EZ0676 STATION DESCRIPTION EZ0676 EZ0676'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ0676'BUTANE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ0676'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ0676' EZ0676'BUTANE IS 5.7 MILES W OF RALEIGH AND 2.6 MILES E OF EZ0676'CARY. LOCATED 1.35 MILES E ALONG U.S. 64 AND 1 FROM SR EZ0676'1415. 0.55 MILES W OF U.S. 64 AND SR 1657. APPROXIMATELY EZ0676'300 FT E OF MAIN BUILDING OF THE BUTANE GAS CO. ON THE N SIDE EZ0676'OF SEABOARD AIRLINE RR AND ON TOP OF BANK OF A 15 FT CUT AT EZ0676'E END OF SPUR TRACK. EZ0676' EZ0676'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0676'BUTANE 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ0676'WHICH IS 3 INCHES ABOVE THE SURFACE OF THE GROUND. EZ0676' EZ0676'MARK IS EZ0676' EZ0676'31.2 FT N OF N TRACK OF RAILROAD EZ0676' EZ0676'31.9 FT E OF PP WITH ALUMINUM REF. TAG EZ0676' EZ0676'105.3 FT NE OF MILE POST 75 EZ0676' EZ0676'33.5 FT S OF C/L OF DIRT ROAD EZ0676' EZ0676'3.0 FT N OF TOP OF CUT EZ0676' EZ0676'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ0676 EZ0676 STATION RECOVERY (1967) EZ0676 EZ0676'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1967 EZ0676'2.3 MI E FROM CARY. EZ0676'ABOUT 2.3 MILES EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD EZ0676'FROM THE STATION AT CARY, ON THE CREST OF A CUT FOR THE RAILROAD, EZ0676'8 1/2 RAILS EAST OF THE CROSSING OF THE RAILROAD AND BRASHFORD EZ0676'ROAD, 105 FEET NORTHEAST AND ACROSS THE TRACKS FROM MILEPOST EZ0676'75, 44 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 8 1/2 RAILS EZ0676'EAST OF THE SEABOARD COAST LINE RAILROAD COMPANY MILEPOST 163, EZ0676'31 FEET NORTH OF THE NORTH RAIL OF THE SEABOARD TRACK, 33 FEET EZ0676'SOUTH OF THE CENTERLINE OF A DIRT ROAD, 90 FEET SOUTHEAST OF EZ0676'A CORNER POST FOR A CHAIN LINK FENCE WHICH BORDERS THE NORTH EZ0676'CAROLINA BUTANE GAS COMPANY, 32 FEET EAST OF A POWER POLE WHICH EZ0676'BEARS AN ALUMINUM REFERENCE TAG, ABOUT 9 FEET ABOVE THE LEVEL EZ0676'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS EZ0676'2 INCHES. EZ0676 EZ0676 STATION RECOVERY (1980) EZ0676 EZ0676'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EZ0676'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. MILE EZ0676'POST 75 HAS BEEN REPLACED BY A--RAILROAD--SIGN POST AND THE MARK IS EZ0676'89.5 FEET SOUTHEAST OF A FENCE AROUND BUTANE COMPANY. EZ0676 EZ0676 STATION RECOVERY (1980) EZ0676 EZ0676'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ0676'2.4 MILES EAST ALONG SR 1011 - CHATHAM STREET - FROM INTERSECTION EZ0676'WITH ACADEMY STREET IN CARY, ON THE CREST OF A CUT ON NORTH SIDE EZ0676'OF RAILROAD AND ROAD, APPROXIMATELY 300 FEET EAST OF MAIN EZ0676'BUILDING OF BUTANE GAS COMPANY, 0.1 MILE EAST OF INTERSECTION WITH EZ0676'SR 1314 AND RAILROAD MILEPOST 163, 31.2 FEET NORTH OF NORTH RAIL EZ0676'OF NORTH TRACKS OF RAILROAD, 31.9 FEET EAST OF POWER POLE WITH EZ0676'REFERENCE TAG, 33.5 FEET SOUTH OF CENTERLINE OF DIRT ROAD, 89.5 EZ0676'FEET SOUTHEAST OF FENCE CORNER, 105.3 FEET NORTHEAST OF RAILROAD EZ0676'SIGN NUMBER 75 AND 3.0 FEET NORTH OF TOP OF CUT. EZ0676'THE MARK IS 9 FT ABOVE TRACKS. EZ0676 EZ0676 STATION RECOVERY (1984) EZ0676 EZ0676'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ0676'THE STATION WAS RECOVERED AT THIS DATE. EZ0676'THE MARK WAS FOUND IN GOOD CONDITION AS DESCRIBED. EZ0676' EZ0676'STATION IS ALSO A BENCH MARK. EZ0676 EZ0676 STATION RECOVERY (1984) EZ0676 EZ0676'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ0676'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0964 *********************************************************************** EZ0964 DESIGNATION - BUTT EZ0964 PID - EZ0964 EZ0964 STATE/COUNTY- NC/WAKE EZ0964 USGS QUAD - RALEIGH WEST (1988) EZ0964 EZ0964 *CURRENT SURVEY CONTROL EZ0964 ___________________________________________________________________ EZ0964* NAD 83(1986)- 35 49 12.79102(N) 078 44 32.10792(W) ADJUSTED EZ0964* NAVD 88 - 127.873 (meters) 419.53 (feet) ADJUSTED EZ0964 ___________________________________________________________________ EZ0964 LAPLACE CORR- -7.31 (seconds) DEFLEC99 EZ0964 GEOID HEIGHT- -32.37 (meters) GEOID03 EZ0964 DYNAMIC HT - 127.764 (meters) 419.17 (feet) COMP EZ0964 MODELED GRAV- 979,781.1 (mgal) NAVD 88 EZ0964 EZ0964 HORZ ORDER - SECOND EZ0964 VERT ORDER - SECOND CLASS 0 EZ0964 EZ0964.The North Carolina HARNS have been completed but, EZ0964.due to contractual restrictions, coordinates for these stations EZ0964.will NOT be published in the near future. In the interim, the EZ0964.published coordinates in North Carolina will not be EZ0964.consistent with the Continuously Operating Reference Stations EZ0964.(CORS). The HARN coordinates for these stations are available EZ0964.upon request. Contact Gary Thompson(919-733-3836). EZ0964. EZ0964.In addition, the published North Carolina positions EZ0964.(NAD 83 (1986)) are NOT consistent with those determined in EZ0964.adjacent state readjustments. The discontinuity between stations EZ0964.located in North Carolina and those in adjacent states EZ0964.which have been adjusted to the HARN may be as much as 5 EZ0964.decimeters. This will result in a significant loss of accuracy EZ0964.over lines crossing such state borders. EZ0964 EZ0964 EZ0964.The horizontal coordinates were established by classical geodetic methods EZ0964.and adjusted by the National Geodetic Survey in July 1986. EZ0964 EZ0964.The orthometric height was determined by differential leveling EZ0964.and adjusted by the National Geodetic Survey in June 1991. EZ0964 EZ0964.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0964 EZ0964.The geoid height was determined by GEOID03. EZ0964 EZ0964.The dynamic height is computed by dividing the NAVD 88 EZ0964.geopotential number by the normal gravity value computed on the EZ0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0964.degrees latitude (g = 980.6199 gals.). EZ0964 EZ0964.The modeled gravity was interpolated from observed gravity values. EZ0964 EZ0964; North East Units Scale Factor Converg. EZ0964;SPC NC - 229,684.228 632,891.494 MT 0.99992170 +0 08 55.6 EZ0964;SPC NC - 753,555.67 2,076,411.51 sFT 0.99992170 +0 08 55.6 EZ0964;UTM 17 - 3,966,361.062 703,963.059 MT 1.00011265 +1 19 18.4 EZ0964 EZ0964! - Elev Factor x Scale Factor = Combined Factor EZ0964!SPC NC - 0.99998501 x 0.99992170 = 0.99990671 EZ0964!UTM 17 - 0.99998501 x 1.00011265 = 1.00009766 EZ0964 EZ0964 SUPERSEDED SURVEY CONTROL EZ0964 EZ0964 NAD 27 - 35 49 12.26061(N) 078 44 33.09351(W) AD( ) 2 EZ0964 NGVD 29 (??/??/92) 128.12 (m) 420.3 (f) COMPUTED 2 0 EZ0964 EZ0964.Superseded values are not recommended for survey control. EZ0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0964.See file dsdata.txt to determine how the superseded data were derived. EZ0964 EZ0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0396366361(NAD 83) EZ0964_MARKER: DE = TRAVERSE STATION DISK EZ0964_SETTING: 36 = SET IN A MASSIVE STRUCTURE EZ0964_SP_SET: ABUTMENT EZ0964_STAMPING: BUTT 1970 EZ0964_MAGNETIC: N = NO MAGNETIC MATERIAL EZ0964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EZ0964 EZ0964 HISTORY - Date Condition Report By EZ0964 HISTORY - 1970 MONUMENTED NCGS EZ0964 HISTORY - 1973 GOOD NCGS EZ0964 HISTORY - 1973 GOOD NCGS EZ0964 HISTORY - 1980 MARK NOT FOUND NCDOT EZ0964 EZ0964 STATION DESCRIPTION EZ0964 EZ0964'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ0964'BUTT IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0964'VICINITY OF NORTHWEST WAKE COUNTY. EZ0964' EZ0964'BUTT IS LOCATED APPROXIMATELY 3.1 MILES NORTHEAST OF CARY AND EZ0964'4.7 MILES EAST OF MORRISVILLE. TO REACH STATION PROCEED FROM THE EZ0964'INTERSECTION OF NEW NC 54 AND SR 1664 ON WEST SIDE OF RALEIGH, GO EZ0964'NORTHWEST ON NEW NC 54 FOR 2.35 MILES TO BRIDGE ON SR 1655 OVER EZ0964'NEW NC 54. STATION IS EMBEDDED IN NORTHEAST CORNER OF BRIDGE EZ0964'RETAINING WALL. EZ0964' EZ0964'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, EMBEDDED IN THE EZ0964'RETAINING WALL, STAMPED BUTT 1970, WHICH IS FLUSH. EZ0964' EZ0964'MARK IS-- EZ0964'19.6 FEET E OF C/L OF SR 1655. EZ0964'5.2 FEET NE OF NE CORNER OF BRIDGE ABUTMENT. EZ0964'33.8 FEET ENE OF NW CORNER OF BRIDGE ABUTMENT. EZ0964 EZ0964 STATION RECOVERY (1973) EZ0964 EZ0964'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EZ0964'MARK WAS RECOVERED IN GOOD CONDITION. EZ0964 EZ0964 STATION RECOVERY (1973) EZ0964 EZ0964'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0964'3 MI NE FROM CARY. EZ0964'BUTT IS LOCATED APPROXIMATELY 6.5 MILES WNW OF CAPITOL SQUARE IN EZ0964'RALEIGH. TO REACH STATION FROM THE I-40 UNDERPASS OF U.S. 1 - U.S. EZ0964'64 BYPASS (BELTLINE) IN WEST RALEIGH, PROCEED WEST ALONG I-40 FOR EZ0964'03.05 MILES TO THE SR 1655 BRIDGE OVER I-40 AND STATION IN THE SE EZ0964'END OF THE NE BRIDGE ABUTMENT, 01.40 MILES SE OF SR 1654 BRIDGE EZ0964'(CARY STATE PARK ROAD), 19.6 FT SE OF C/L OF SR 1655 (TRINITY ROAD), EZ0964'05.2 FT ENE OF N END OF E BRIDGE RAIL, AND 02.4 FT ESE OF FIRST EZ0964'GUARD RAIL POST NORTH OF NORTH END OF EAST BRIDGE RAIL. DISK IS EZ0964'SET IN DRILL HOLE IN CONCRETE BRIDGE ABUTMENT. EZ0964 EZ0964 STATION RECOVERY (1980) EZ0964 EZ0964'RECOVERY NOTE BY NC DOT 1980 (RM) EZ0964'THE STATION HAS BEEN DESTROYED. THE BRIDGE IN WHICH THE STATION WAS EZ0964'SET HAS BEEN REMOVED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1150 *********************************************************************** EZ1150 DESIGNATION - CABINET EZ1150 PID - EZ1150 EZ1150 STATE/COUNTY- NC/WAKE EZ1150 USGS QUAD - APEX (1993) EZ1150 EZ1150 *CURRENT SURVEY CONTROL EZ1150 ___________________________________________________________________ EZ1150* NAD 83(1986)- 35 44 36.05004(N) 078 49 07.23843(W) ADJUSTED EZ1150* NAVD 88 - 128.982 (meters) 423.17 (feet) ADJUSTED EZ1150 ___________________________________________________________________ EZ1150 LAPLACE CORR- -5.61 (seconds) DEFLEC99 EZ1150 GEOID HEIGHT- -32.27 (meters) GEOID03 EZ1150 DYNAMIC HT - 128.871 (meters) 422.80 (feet) COMP EZ1150 MODELED GRAV- 979,767.7 (mgal) NAVD 88 EZ1150 EZ1150 HORZ ORDER - SECOND EZ1150 VERT ORDER - SECOND CLASS II EZ1150 EZ1150.The North Carolina HARNS have been completed but, EZ1150.due to contractual restrictions, coordinates for these stations EZ1150.will NOT be published in the near future. In the interim, the EZ1150.published coordinates in North Carolina will not be EZ1150.consistent with the Continuously Operating Reference Stations EZ1150.(CORS). The HARN coordinates for these stations are available EZ1150.upon request. Contact Gary Thompson(919-733-3836). EZ1150. EZ1150.In addition, the published North Carolina positions EZ1150.(NAD 83 (1986)) are NOT consistent with those determined in EZ1150.adjacent state readjustments. The discontinuity between stations EZ1150.located in North Carolina and those in adjacent states EZ1150.which have been adjusted to the HARN may be as much as 5 EZ1150.decimeters. This will result in a significant loss of accuracy EZ1150.over lines crossing such state borders. EZ1150 EZ1150 EZ1150.The horizontal coordinates were established by classical geodetic methods EZ1150.and adjusted by the National Geodetic Survey in July 1986. EZ1150 EZ1150.The orthometric height was determined by differential leveling EZ1150.and adjusted by the National Geodetic Survey in June 1991. EZ1150 EZ1150.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1150 EZ1150.The geoid height was determined by GEOID03. EZ1150 EZ1150.The dynamic height is computed by dividing the NAVD 88 EZ1150.geopotential number by the normal gravity value computed on the EZ1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1150.degrees latitude (g = 980.6199 gals.). EZ1150 EZ1150.The modeled gravity was interpolated from observed gravity values. EZ1150 EZ1150; North East Units Scale Factor Converg. EZ1150;SPC NC - 221,140.308 626,001.252 MT 0.99990931 +0 06 16.8 EZ1150;SPC NC - 725,524.49 2,053,805.77 sFT 0.99990931 +0 06 16.8 EZ1150;UTM 17 - 3,957,676.488 697,247.724 MT 1.00007945 +1 16 28.7 EZ1150 EZ1150! - Elev Factor x Scale Factor = Combined Factor EZ1150!SPC NC - 0.99998482 x 0.99990931 = 0.99989413 EZ1150!UTM 17 - 0.99998482 x 1.00007945 = 1.00006427 EZ1150 EZ1150: Primary Azimuth Mark Grid Az EZ1150:SPC NC - DOWNS 103 54 10.4 EZ1150:UTM 17 - DOWNS 102 43 58.5 EZ1150 EZ1150|---------------------------------------------------------------------| EZ1150| PID Reference Object Distance Geod. Az | EZ1150| dddmmss.s | EZ1150| EZ1151 DOWNS APPROX. 1.9 KM 1040027.2 | EZ1150|---------------------------------------------------------------------| EZ1150 EZ1150 SUPERSEDED SURVEY CONTROL EZ1150 EZ1150 NAD 27 - 35 44 35.50515(N) 078 49 08.21522(W) AD( ) 2 EZ1150 NGVD 29 (??/??/92) 129.237 (m) 424.01 (f) ADJ UNCH 2 2 EZ1150 EZ1150.Superseded values are not recommended for survey control. EZ1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1150.See file dsdata.txt to determine how the superseded data were derived. EZ1150 EZ1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9724857676(NAD 83) EZ1150_MARKER: DE = TRAVERSE STATION DISK EZ1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1150_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1150_STAMPING: CABINET 1967 EZ1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1150+STABILITY: SURFACE MOTION EZ1150 EZ1150 HISTORY - Date Condition Report By EZ1150 HISTORY - 1967 MONUMENTED NCGS EZ1150 HISTORY - 1975 GOOD NCGS EZ1150 HISTORY - 1987 GOOD USPSQD EZ1150 HISTORY - 19910404 GOOD USPSQD EZ1150 EZ1150 STATION DESCRIPTION EZ1150 EZ1150'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1150'CABINET IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1150'IN THE VICINITY OF APEX, NORTH CAROLINA. EZ1150' EZ1150'CABINET IS LOCATED APPROXIMATELY 2.1 MILES NORTHEAST OF THE EZ1150'CENTER OF APEX. TO REACH STATION PROCEED FROM THE EZ1150'INTERSECTION OF U.S. 64 AND U.S. 1, GO WEST ON U.S. 1 FOR 1.5 EZ1150'MILES TO STATION. WHICH IS ON THE NORTH SHOULDER OF U.S. 64, EZ1150'SOUTH OF ABOUT A 3 FOOT CUT AND 0.1 MILE EAST OF ENTRANCE EZ1150'TO APEX CABINET SHOP. EZ1150' EZ1150'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1150'CABINET 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ1150'OF WHICH IS 5 INCHES BELOW THE SURFACE OF THE GROUND. EZ1150' EZ1150'MARK IS EZ1150' EZ1150'23.3 FT NNE OF C/L OF U.S. 64 EZ1150' EZ1150'60.1 FT SE OF 6 INCH GUM TREE WITH ALUMINUM REF. TAG AT S EZ1150'EDGE OF WOODS EZ1150' EZ1150'53.0 FT SSE OF 4 INCH PINE WITH ALUMINUM REF. TAG AT S EDGE OF EZ1150'WOODS EZ1150' EZ1150'54.3 FT SSW OF 6 INCH OAK WITH ALUMINUM REF. TAG AT S EDGE EZ1150'OF WOODS EZ1150' EZ1150'101.0 FT NE OF CENTER OF CONCRETE COVER FOR STORM DRAINAGE EZ1150'ON S SIDE OF U.S. 64 EZ1150 EZ1150 STATION RECOVERY (1975) EZ1150 EZ1150'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EZ1150'2.1 MI NE FROM APEX. EZ1150'CABINET IS LOCATED APPROXIMATELY 10.6 MILES WEST OF STATE EZ1150'CAPITOL BUILDING IN RALEIGH. TO REACH STATION FROM THE JUNCTION EZ1150'OF U.S. 1 AND U.S. 64 (WEST) EAST OF APEX, PROCEED WEST ALONG EZ1150'U.S. 64 FOR 1.5 MILES TO STATION ON RIGHT IN NORTH SHOULDER, 0.1 EZ1150'MILE EAST OF ENTRANCE TO APEX CABINET SHOP, 23.0 FT NORTH OF C/L EZ1150'U.S. 64, 98.0 FT SE OF NORTH END OF AN 18 IN CULVERT UNDER HIGHWAY, EZ1150'38.8 FT SSW OF A 4 IN MAPLE WITH ALUMINUM REF. TAG, AND 59.3 FT SE EZ1150'OF A 10 IN MAPLE WITH ALUMINUM REF. TAG. DISK IS SET IN TOP EZ1150'OF CONCRETE CYLINDER 3 INCHES BELOW THE GROUND. EZ1150 EZ1150 STATION RECOVERY (1987) EZ1150 EZ1150'RECOVERY NOTE BY US POWER SQUADRON 1987 (LJG) EZ1150'RECOVERED IN GOOD CONDITION. EZ1150 EZ1150 STATION RECOVERY (1991) EZ1150 EZ1150'RECOVERY NOTE BY US POWER SQUADRON 1991 (GS) EZ1150'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6539 *********************************************************************** EZ6539 DESIGNATION - CALL EZ6539 PID - EZ6539 EZ6539 STATE/COUNTY- NC/WAKE EZ6539 USGS QUAD - BAYLEAF (1987) EZ6539 EZ6539 *CURRENT SURVEY CONTROL EZ6539 ___________________________________________________________________ EZ6539* NAD 83(1986)- 35 53 50.53319(N) 078 38 44.95668(W) ADJUSTED EZ6539* NAVD 88 - 138.632 (meters) 454.83 (feet) ADJUSTED EZ6539 ___________________________________________________________________ EZ6539 LAPLACE CORR- -6.99 (seconds) DEFLEC99 EZ6539 GEOID HEIGHT- -32.58 (meters) GEOID03 EZ6539 DYNAMIC HT - 138.514 (meters) 454.44 (feet) COMP EZ6539 MODELED GRAV- 979,782.1 (mgal) NAVD 88 EZ6539 EZ6539 HORZ ORDER - SECOND EZ6539 VERT ORDER - SECOND CLASS II EZ6539 EZ6539.The North Carolina HARNS have been completed but, EZ6539.due to contractual restrictions, coordinates for these stations EZ6539.will NOT be published in the near future. In the interim, the EZ6539.published coordinates in North Carolina will not be EZ6539.consistent with the Continuously Operating Reference Stations EZ6539.(CORS). The HARN coordinates for these stations are available EZ6539.upon request. Contact Gary Thompson(919-733-3836). EZ6539. EZ6539.In addition, the published North Carolina positions EZ6539.(NAD 83 (1986)) are NOT consistent with those determined in EZ6539.adjacent state readjustments. The discontinuity between stations EZ6539.located in North Carolina and those in adjacent states EZ6539.which have been adjusted to the HARN may be as much as 5 EZ6539.decimeters. This will result in a significant loss of accuracy EZ6539.over lines crossing such state borders. EZ6539 EZ6539 EZ6539.The horizontal coordinates were established by classical geodetic methods EZ6539.and adjusted by the National Geodetic Survey in December 1992. EZ6539 EZ6539.The orthometric height was determined by differential leveling EZ6539.and adjusted by the National Geodetic Survey in September 1998. EZ6539 EZ6539.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6539 EZ6539.The geoid height was determined by GEOID03. EZ6539 EZ6539.The dynamic height is computed by dividing the NAVD 88 EZ6539.geopotential number by the normal gravity value computed on the EZ6539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6539.degrees latitude (g = 980.6199 gals.). EZ6539 EZ6539.The modeled gravity was interpolated from observed gravity values. EZ6539 EZ6539; North East Units Scale Factor Converg. EZ6539;SPC NC - 238,270.771 641,574.487 MT 0.99993596 +0 12 15.9 EZ6539;SPC NC - 781,726.69 2,104,898.96 sFT 0.99993596 +0 12 15.9 EZ6539;UTM 17 - 3,975,125.614 712,469.942 MT 1.00015630 +1 22 51.1 EZ6539 EZ6539! - Elev Factor x Scale Factor = Combined Factor EZ6539!SPC NC - 0.99998335 x 0.99993596 = 0.99991932 EZ6539!UTM 17 - 0.99998335 x 1.00015630 = 1.00013965 EZ6539 EZ6539 SUPERSEDED SURVEY CONTROL EZ6539 EZ6539 NGVD 29 (12/28/92) 138.91 (m) 455.7 (f) LEVELING 3 EZ6539 EZ6539.Superseded values are not recommended for survey control. EZ6539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6539.See file dsdata.txt to determine how the superseded data were derived. EZ6539 EZ6539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1247075126(NAD 83) EZ6539_MARKER: DH = HORIZONTAL CONTROL DISK EZ6539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6539_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6539_STAMPING: CALL EZ6539_MARK LOGO: NCGS EZ6539_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6539+STABILITY: SURFACE MOTION EZ6539 EZ6539 HISTORY - Date Condition Report By EZ6539 HISTORY - 1985 MONUMENTED NCGS EZ6539 HISTORY - 19870101 GOOD NCGS EZ6539 EZ6539 STATION DESCRIPTION EZ6539 EZ6539'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ6539'THE STATION IS LOCATED IN NORTH RALEIGH. EZ6539' EZ6539'ALONG SR 1829 (STRICKLAND ROAD), 0.7 KM (0.45 MI) SOUTHEAST FROM THE EZ6539'CROSSROADS AT SIX FORKS, ACROSS THE ROAD FROM THE INTERSECTION WITH EZ6539'A DIRT DRIVE, AT A WOOD RAIL FENCE CORNER. EZ6539' EZ6539'THE STATION IS A STANDARD NCGS DISK STAMPED---CALL 1985---, EZ6539'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6539'25 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EZ6539'11.6 METERS (38.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY AT EZ6539'THE INTERSECTION WITH A DIRT ROAD, EZ6539'56.2 METERS (184.3 FT) NORTHWEST OF THE WEST END OF A CULVERT UNDER EZ6539'A DRIVEWAY WITH A STONE HEADWALL, EZ6539'1.2 METERS (3.9 FT) EAST OF A CORNER FENCE POST, EZ6539'22.6 METERS (74.2 FT) WEST OF A TELEPHONE PEDESTAL (PED 5)--AND EZ6539'15.6 METERS (51.2 FT) SOUTH-SOUTHEAST OF A POWER POLE, AND EZ6539'5.2 METERS (17.0 FT) NORTH OF A 24-INCH PINE--BOTH WITH REFERENCE EZ6539'TAGS. EZ6539' EZ6539'MARK IS 1 FT BELOW THE LEVEL OF THE HIGHWAY. EZ6539 EZ6539 STATION RECOVERY (1987) EZ6539 EZ6539'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ6539'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5062 *********************************************************************** EZ5062 DESIGNATION - CALVIN EZ5062 PID - EZ5062 EZ5062 STATE/COUNTY- NC/WAKE EZ5062 USGS QUAD - RALEIGH EAST (1993) EZ5062 EZ5062 *CURRENT SURVEY CONTROL EZ5062 ___________________________________________________________________ EZ5062* NAD 83(1986)- 35 52 07.61152(N) 078 35 07.54041(W) ADJUSTED EZ5062* NAVD 88 - 103.2 (meters) 339. (feet) VERTCON EZ5062 ___________________________________________________________________ EZ5062 LAPLACE CORR- -7.77 (seconds) DEFLEC99 EZ5062 GEOID HEIGHT- -32.92 (meters) GEOID03 EZ5062 EZ5062 HORZ ORDER - SECOND EZ5062 EZ5062.The North Carolina HARNS have been completed but, EZ5062.due to contractual restrictions, coordinates for these stations EZ5062.will NOT be published in the near future. In the interim, the EZ5062.published coordinates in North Carolina will not be EZ5062.consistent with the Continuously Operating Reference Stations EZ5062.(CORS). The HARN coordinates for these stations are available EZ5062.upon request. Contact Gary Thompson(919-733-3836). EZ5062. EZ5062.In addition, the published North Carolina positions EZ5062.(NAD 83 (1986)) are NOT consistent with those determined in EZ5062.adjacent state readjustments. The discontinuity between stations EZ5062.located in North Carolina and those in adjacent states EZ5062.which have been adjusted to the HARN may be as much as 5 EZ5062.decimeters. This will result in a significant loss of accuracy EZ5062.over lines crossing such state borders. EZ5062 EZ5062 EZ5062.The horizontal coordinates were established by classical geodetic methods EZ5062.and adjusted by the National Geodetic Survey in July 1986. EZ5062 EZ5062.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5062 EZ5062.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5062 EZ5062.The geoid height was determined by GEOID03. EZ5062 EZ5062; North East Units Scale Factor Converg. EZ5062;SPC NC - 235,119.937 647,039.683 MT 0.99993046 +0 14 21.4 EZ5062;SPC NC - 771,389.33 2,122,829.36 sFT 0.99993046 +0 14 21.4 EZ5062;UTM 17 - 3,972,086.910 717,999.980 MT 1.00018564 +1 24 55.2 EZ5062 EZ5062! - Elev Factor x Scale Factor = Combined Factor EZ5062!SPC NC - 0.99998897 x 0.99993046 = 0.99991943 EZ5062!UTM 17 - 0.99998897 x 1.00018564 = 1.00017460 EZ5062 EZ5062 SUPERSEDED SURVEY CONTROL EZ5062 EZ5062 NAD 27 - 35 52 07.07943(N) 078 35 08.53659(W) AD( ) 2 EZ5062 NGVD 29 (07/19/86) 103.5 (m) 340. (f) VERT ANG EZ5062 EZ5062.Superseded values are not recommended for survey control. EZ5062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5062.See file dsdata.txt to determine how the superseded data were derived. EZ5062 EZ5062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1800072087(NAD 83) EZ5062_MARKER: DE = TRAVERSE STATION DISK EZ5062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5062_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EZ5062 EZ5062 HISTORY - Date Condition Report By EZ5062 HISTORY - 1965 MONUMENTED NCGS EZ5062 HISTORY - 1972 SEE DESCRIPTION NCGS EZ5062 EZ5062 STATION DESCRIPTION EZ5062 EZ5062'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ5062'CALVIN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5062'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5062' EZ5062'CALVIN IS 6.8 MILES NE OF RALEIGH AND 1.6 MILES NE OF EZ5062'MILLBROOK. LOCATED 0.3 MILES SW ALONG SR 2030 (OLD U.S. 1) FROM EZ5062'Y INTERSECTION OF U.S. 1 AND SR 2030 (OLD U.S. 1). 0.7 MILES EZ5062'NE OF BRIDGE OVER SEABOARD AIRLINE RR ON SR 2030. 0.4 MILES NE EZ5062'OF SR 2039. ON NW SIDE OF SR 2030 AT CALVIN RAY ASPHALT AND EZ5062'PAVING SIGN. EZ5062' EZ5062'STATION MARK IS STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5062'CALVIN 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5062'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ5062' EZ5062'MARK IS EZ5062' EZ5062'24.0 FT N OF C/L OF SR 2030 EZ5062' EZ5062'15.8 FT N OF YELLOW ARROW PAINTED ON OLD U.S. 1 EZ5062' EZ5062'19.0 FT SE OF S POST OF CALVIN RAY ASPHALT AND PAV. SIGN WITH EZ5062'ALUMINUM REF. TAG EZ5062' EZ5062'22.2 FT SE OF N POST OF SAME SIGN WITH ALUMINUM REF. TAG EZ5062' EZ5062'92.6 FT S OF SERVICE POLE AT TRAILER EZ5062' EZ5062'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ5062 EZ5062 STATION RECOVERY (1972) EZ5062 EZ5062'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ5062'DESTROYED. TOP BROKEN OFF, REPLACED IN VICINITY BY CALVIN 2, 1972. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5085 *********************************************************************** EZ5085 DESIGNATION - CALVIN 2 EZ5085 PID - EZ5085 EZ5085 STATE/COUNTY- NC/WAKE EZ5085 USGS QUAD - RALEIGH EAST (1993) EZ5085 EZ5085 *CURRENT SURVEY CONTROL EZ5085 ___________________________________________________________________ EZ5085* NAD 83(1986)- 35 52 07.81826(N) 078 35 07.26812(W) ADJUSTED EZ5085* NAVD 88 - 103.38 (+/-2cm) 339.2 (feet) VERTCON EZ5085 ___________________________________________________________________ EZ5085 LAPLACE CORR- -7.77 (seconds) DEFLEC99 EZ5085 GEOID HEIGHT- -32.92 (meters) GEOID03 EZ5085 EZ5085 HORZ ORDER - SECOND EZ5085 VERT ORDER - THIRD ? (See Below) EZ5085 EZ5085.The North Carolina HARNS have been completed but, EZ5085.due to contractual restrictions, coordinates for these stations EZ5085.will NOT be published in the near future. In the interim, the EZ5085.published coordinates in North Carolina will not be EZ5085.consistent with the Continuously Operating Reference Stations EZ5085.(CORS). The HARN coordinates for these stations are available EZ5085.upon request. Contact Gary Thompson(919-733-3836). EZ5085. EZ5085.In addition, the published North Carolina positions EZ5085.(NAD 83 (1986)) are NOT consistent with those determined in EZ5085.adjacent state readjustments. The discontinuity between stations EZ5085.located in North Carolina and those in adjacent states EZ5085.which have been adjusted to the HARN may be as much as 5 EZ5085.decimeters. This will result in a significant loss of accuracy EZ5085.over lines crossing such state borders. EZ5085 EZ5085 EZ5085.The horizontal coordinates were established by classical geodetic methods EZ5085.and adjusted by the National Geodetic Survey in July 1986. EZ5085 EZ5085.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5085.The vertical order pertains to the NGVD 29 superseded value. EZ5085 EZ5085.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5085 EZ5085.The geoid height was determined by GEOID03. EZ5085 EZ5085; North East Units Scale Factor Converg. EZ5085;SPC NC - 235,126.337 647,046.487 MT 0.99993048 +0 14 21.6 EZ5085;SPC NC - 771,410.32 2,122,851.68 sFT 0.99993048 +0 14 21.6 EZ5085;UTM 17 - 3,972,093.450 718,006.653 MT 1.00018567 +1 24 55.4 EZ5085 EZ5085! - Elev Factor x Scale Factor = Combined Factor EZ5085!SPC NC - 0.99998894 x 0.99993048 = 0.99991942 EZ5085!UTM 17 - 0.99998894 x 1.00018567 = 1.00017461 EZ5085 EZ5085 SUPERSEDED SURVEY CONTROL EZ5085 EZ5085 NAD 27 - 35 52 07.28693(N) 078 35 08.26348(W) AD( ) 2 EZ5085 NGVD 29 (07/19/86) 103.66 (m) 340.1 (f) LEVELING 3 EZ5085 EZ5085.Superseded values are not recommended for survey control. EZ5085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5085.See file dsdata.txt to determine how the superseded data were derived. EZ5085 EZ5085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1800772093(NAD 83) EZ5085_MARKER: DE = TRAVERSE STATION DISK EZ5085_SETTING: 0 = UNSPECIFIED SETTING EZ5085_STAMPING: CALVIN 2 1972 EZ5085_MARK LOGO: NCGS EZ5085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ5085 EZ5085 HISTORY - Date Condition Report By EZ5085 HISTORY - 1972 MONUMENTED LOCENG EZ5085 HISTORY - 1976 MARK NOT FOUND NCGS EZ5085 EZ5085 STATION DESCRIPTION EZ5085 EZ5085'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (JWC) EZ5085'CALVIN 2 IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ5085'THE VICINITY OF MILLBROOK, RALEIGH, NORTH CAROLINA. EZ5085' EZ5085'CALVIN 2 IS LOCATED APPROXIMATELY 1.7 MILES NE OF MILLBROOK, AND 06.8 EZ5085'MILE NNE OF CAPITOL SQUARE IN RALEIGH. TO REACH STATION FROM EZ5085'INTERSECTION OF US 1 WITH SR 2030 (OLD US 1) NE OF RALEIGH, PROCEED EZ5085'SW ALONG SR 2030 FOR 0.4 MILES TO STATION ON THE RIGHT ON HIGHWAY EZ5085'R/W. 0.45 MILE NE OF INTERSECTION WITH SR 2039, APPROXIMATELY 110 EZ5085'FEET SOUTH OF SE CORNER OF CALVIN RAY CONTRACTORS OFFICE EZ5085'BUILDING, AND ON 2 FOOT BANK. EZ5085' EZ5085'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK EZ5085'STAMPED---CALVIN 2 1972---, EZ5085'SET IN A PRECAST MONUMENT, THE TOP OF WHICH IS FLUSH WITH THE EZ5085'GROUND. EZ5085' EZ5085'MARK IS EZ5085'30.6 FEET NNW OF A C/L OF SR 2030. EZ5085'45.9 FEET ENE OF A SOUTHMOST 4 X 4 SIGN POST W/ALUMINUM REF. TAG. EZ5085'83.6 FEET SSE OF A SERVICE POLE W/ALUMINUM REF. TAG. EZ5085'60.5 FEET W OF A WEST END CONCRETE CULVERT UNDER DIRT DRIVE TO EZ5085'PAVING COMPANY. EZ5085 EZ5085 STATION RECOVERY (1976) EZ5085 EZ5085'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ5085'CALVIN 2 1972 DESTROYED - DUE TO GRADING. EZ5085' EZ5085'NEAREST TOWN--1.7 MI. NE OF MILLBROOK AND 6.8 MI. NNE OF RALEIGH. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6486 *********************************************************************** EZ6486 DESIGNATION - CAMPUS EZ6486 PID - EZ6486 EZ6486 STATE/COUNTY- NC/WAKE EZ6486 USGS QUAD - RALEIGH WEST (1988) EZ6486 EZ6486 *CURRENT SURVEY CONTROL EZ6486 ___________________________________________________________________ EZ6486* NAD 83(1986)- 35 45 26.19201(N) 078 40 21.66648(W) ADJUSTED EZ6486* NAVD 88 - 102.7 (meters) 337. (feet) H LEVEL EZ6486 ___________________________________________________________________ EZ6486 LAPLACE CORR- -7.08 (seconds) DEFLEC99 EZ6486 GEOID HEIGHT- -32.82 (meters) GEOID03 EZ6486 EZ6486 HORZ ORDER - SECOND EZ6486 EZ6486.The North Carolina HARNS have been completed but, EZ6486.due to contractual restrictions, coordinates for these stations EZ6486.will NOT be published in the near future. In the interim, the EZ6486.published coordinates in North Carolina will not be EZ6486.consistent with the Continuously Operating Reference Stations EZ6486.(CORS). The HARN coordinates for these stations are available EZ6486.upon request. Contact Gary Thompson(919-733-3836). EZ6486. EZ6486.In addition, the published North Carolina positions EZ6486.(NAD 83 (1986)) are NOT consistent with those determined in EZ6486.adjacent state readjustments. The discontinuity between stations EZ6486.located in North Carolina and those in adjacent states EZ6486.which have been adjusted to the HARN may be as much as 5 EZ6486.decimeters. This will result in a significant loss of accuracy EZ6486.over lines crossing such state borders. EZ6486 EZ6486 EZ6486.The horizontal coordinates were established by classical geodetic methods EZ6486.and adjusted by the National Geodetic Survey in March 1992. EZ6486 EZ6486.The orthometric height was determined by differential leveling EZ6486.between control points not connected to bench marks. EZ6486 EZ6486.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6486 EZ6486.The geoid height was determined by GEOID03. EZ6486 EZ6486; North East Units Scale Factor Converg. EZ6486;SPC NC - 222,719.398 639,200.629 MT 0.99991142 +0 11 20.1 EZ6486;SPC NC - 730,705.22 2,097,110.73 sFT 0.99991142 +0 11 20.1 EZ6486;UTM 17 - 3,959,525.315 710,414.738 MT 1.00014560 +1 21 37.7 EZ6486 EZ6486! - Elev Factor x Scale Factor = Combined Factor EZ6486!SPC NC - 0.99998903 x 0.99991142 = 0.99990046 EZ6486!UTM 17 - 0.99998903 x 1.00014560 = 1.00013463 EZ6486 EZ6486: Primary Azimuth Mark Grid Az EZ6486:SPC NC - RALEIGH INS BUILDING FLAGSTAFF 055 14 35.6 EZ6486:UTM 17 - RALEIGH INS BUILDING FLAGSTAFF 054 04 18.0 EZ6486 EZ6486|---------------------------------------------------------------------| EZ6486| PID Reference Object Distance Geod. Az | EZ6486| dddmmss.s | EZ6486| EZ5143 RALEIGH INS BUILDING FLAGSTAFF APPROX. 3.6 KM 0552555.7 | EZ6486| EZ3271 WHEELER APPROX. 0.7 KM 0843347.6 | EZ6486| EZ6485 11 LB 15 36.151 METERS 12845 | EZ6486| EZ6490 DH 87 MG APPROX. 1.4 KM 3471744.5 | EZ6486| EZ5156 RALEIGH TV WRAL RELAY TOWER APPROX. 2.5 KM 3554440.6 | EZ6486|---------------------------------------------------------------------| EZ6486 EZ6486 SUPERSEDED SURVEY CONTROL EZ6486 EZ6486.No superseded survey control is available for this station. EZ6486 EZ6486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1041559525(NAD 83) EZ6486_MARKER: DH = HORIZONTAL CONTROL DISK EZ6486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6486_SP_SET: CONCRETE POST EZ6486_STAMPING: CAMPUS 1988 EZ6486_MARK LOGO: NCGS EZ6486_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6486+STABILITY: SURFACE MOTION EZ6486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6486+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2004 EZ6486 EZ6486 HISTORY - Date Condition Report By EZ6486 HISTORY - 1988 MONUMENTED NCGS EZ6486 HISTORY - 20030408 GOOD USPSQD EZ6486 HISTORY - 20040520 GOOD USPSQD EZ6486 EZ6486 STATION DESCRIPTION EZ6486 EZ6486'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ6486'STATION IS LOCATED IN SOUTHWEST RALEIGH. EZ6486'ALONG RALEIGH BELTLINE-I-40-FOR 0.65 KM (0.40 MI) WEST FROM THE LAKE EZ6486'WHEELER ROAD OVERPASS, ON TOP OF LARGE CUT, NORTH OF I-40, AT A GROUP EZ6486'OF LARGE POWER POLES. EZ6486'STATION IS A STANDARD NCGS DISK STAMPED---CAMPUS 1988---, SET IN TOP EZ6486'OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER, RECESSED 2 CM BELOW EZ6486'GROUND SURFACE, AND IS 50 FEET ABOVE I-40. LOCATED 18.6 M (61.0 FT) EZ6486'NORTH OF THE CENTER OF FIELD ROAD, 9.8 M (32.2 FT) WEST-NORTHWEST OF EZ6486'6-FOOT TRANSMISSION LINE TURN POLE, 30.8 M (101.0 FT) NORTH OF EZ6486'RIGHT-OF-WAY FENCE, 33.5 M (109.9 FT) NORTH-NORTHEAST OF CENTER EZ6486'BRACE POST OF RIGHT-OF-WAY FENCE, AND 47.1 M (154.5 FT) EZ6486'SOUTH-SOUTHWEST OF TRANSMISSION LINE POLE NO. 195 WITH REFERENCE TAG. EZ6486 EZ6486 STATION RECOVERY (2003) EZ6486 EZ6486'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ6486'RECOVERED IN GOOD CONDITION. EZ6486 EZ6486 STATION RECOVERY (2004) EZ6486 EZ6486'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ6486'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1004 *********************************************************************** EZ1004 DESIGNATION - CARL EZ1004 PID - EZ1004 EZ1004 STATE/COUNTY- NC/WAKE EZ1004 USGS QUAD - LAKE WHEELER (1993) EZ1004 EZ1004 *CURRENT SURVEY CONTROL EZ1004 ___________________________________________________________________ EZ1004* NAD 83(1986)- 35 43 33.68765(N) 078 39 00.47788(W) ADJUSTED EZ1004* NAVD 88 - 110.237 (meters) 361.67 (feet) ADJUSTED EZ1004 ___________________________________________________________________ EZ1004 LAPLACE CORR- -7.18 (seconds) DEFLEC99 EZ1004 GEOID HEIGHT- -32.98 (meters) GEOID03 EZ1004 DYNAMIC HT - 110.140 (meters) 361.35 (feet) COMP EZ1004 MODELED GRAV- 979,757.5 (mgal) NAVD 88 EZ1004 EZ1004 HORZ ORDER - SECOND EZ1004 VERT ORDER - SECOND CLASS 0 EZ1004 EZ1004.The North Carolina HARNS have been completed but, EZ1004.due to contractual restrictions, coordinates for these stations EZ1004.will NOT be published in the near future. In the interim, the EZ1004.published coordinates in North Carolina will not be EZ1004.consistent with the Continuously Operating Reference Stations EZ1004.(CORS). The HARN coordinates for these stations are available EZ1004.upon request. Contact Gary Thompson(919-733-3836). EZ1004. EZ1004.In addition, the published North Carolina positions EZ1004.(NAD 83 (1986)) are NOT consistent with those determined in EZ1004.adjacent state readjustments. The discontinuity between stations EZ1004.located in North Carolina and those in adjacent states EZ1004.which have been adjusted to the HARN may be as much as 5 EZ1004.decimeters. This will result in a significant loss of accuracy EZ1004.over lines crossing such state borders. EZ1004 EZ1004 EZ1004.The horizontal coordinates were established by classical geodetic methods EZ1004.and adjusted by the National Geodetic Survey in July 1986. EZ1004 EZ1004.The orthometric height was determined by differential leveling EZ1004.and adjusted by the National Geodetic Survey in June 1991. EZ1004 EZ1004.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1004 EZ1004.The geoid height was determined by GEOID03. EZ1004 EZ1004.The dynamic height is computed by dividing the NAVD 88 EZ1004.geopotential number by the normal gravity value computed on the EZ1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1004.degrees latitude (g = 980.6199 gals.). EZ1004 EZ1004.The modeled gravity was interpolated from observed gravity values. EZ1004 EZ1004; North East Units Scale Factor Converg. EZ1004;SPC NC - 219,259.237 641,252.275 MT 0.99990676 +0 12 07.0 EZ1004;SPC NC - 719,353.01 2,103,841.84 sFT 0.99990676 +0 12 07.0 EZ1004;UTM 17 - 3,956,106.983 712,537.190 MT 1.00015667 +1 22 21.4 EZ1004 EZ1004! - Elev Factor x Scale Factor = Combined Factor EZ1004!SPC NC - 0.99998787 x 0.99990676 = 0.99989464 EZ1004!UTM 17 - 0.99998787 x 1.00015667 = 1.00014454 EZ1004 EZ1004: Primary Azimuth Mark Grid Az EZ1004:SPC NC - AIR 354 00 06.9 EZ1004:UTM 17 - AIR 352 49 52.5 EZ1004 EZ1004|---------------------------------------------------------------------| EZ1004| PID Reference Object Distance Geod. Az | EZ1004| dddmmss.s | EZ1004| EZ1007 CARTER APPROX. 0.6 KM 2105856.5 | EZ1004| AE7414 LAKE WHEELER RAD STA WKIX MAST 2343950.2 | EZ1004| EZ5310 PORT 2 AZ MK APPROX. 0.6 KM 3470136.8 | EZ1004| EZ5292 AIR APPROX. 0.6 KM 3541213.9 | EZ1004|---------------------------------------------------------------------| EZ1004 EZ1004 SUPERSEDED SURVEY CONTROL EZ1004 EZ1004 NAD 27 - 35 43 33.13582(N) 078 39 01.46200(W) AD( ) 2 EZ1004 NAVD 88 (03/04/92) 110.24 (m) 361.7 (f) LEVELING 3 EZ1004 NGVD 29 (??/??/92) 110.503 (m) 362.54 (f) ADJ UNCH 2 0 EZ1004 EZ1004.Superseded values are not recommended for survey control. EZ1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1004.See file dsdata.txt to determine how the superseded data were derived. EZ1004 EZ1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1253756107(NAD 83) EZ1004_MARKER: DE = TRAVERSE STATION DISK EZ1004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1004_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1004_STAMPING: CARL 1965 EZ1004_MARK LOGO: NCGS EZ1004_PROJECTION: FLUSH EZ1004_MAGNETIC: N = NO MAGNETIC MATERIAL EZ1004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1004+STABILITY: SURFACE MOTION EZ1004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ1004+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1992 EZ1004 EZ1004 HISTORY - Date Condition Report By EZ1004 HISTORY - 1965 MONUMENTED NCGS EZ1004 HISTORY - 1973 GOOD NCGS EZ1004 HISTORY - 1973 GOOD NCGS EZ1004 HISTORY - 1981 GOOD LOCSUR EZ1004 HISTORY - 1987 GOOD USPSQD EZ1004 HISTORY - 1989 GOOD USPSQD EZ1004 HISTORY - 19920402 GOOD NCGS EZ1004 HISTORY - 19941003 GOOD NCGS EZ1004 EZ1004 STATION DESCRIPTION EZ1004 EZ1004'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ1004'CARL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1004'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ1004' EZ1004'CARL IS 3.8 MILES S OF RALEIGH. LOCATED 0.08 MILES S OF EZ1004'U.S. 70 AND U.S. 401 INTERSECTION ALONG U.S. 401. 0.07 MILES EZ1004'N OF SR 2538. ON W SIDE OF TRIANGLE FORMED BY U.S. 70 AND EZ1004'U.S. 401 INTERSECTION AND ON 10 FT BANK APPROXIMATELY 50 FT EZ1004'E OF U.S. 401. EZ1004' EZ1004'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1004'CARL 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1004'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ1004' EZ1004'MARK IS EZ1004' EZ1004'48.6 FT E OF C/L OF U.S. 401 N BOUND LANE EZ1004' EZ1004'37.0 FT E OF YELLOW ARROW PAINTED ON U.S. 401 N BOUND LANE EZ1004' EZ1004'70.4 FT N OF TRAFFIC SIGN WITH ALUMINUM REF. TAG EZ1004' EZ1004'52.3 FT SW OF 7 INCH CHERRY TREE WITH ALUMINUM REF. TAG EZ1004' EZ1004'4.0 FT E OF EDGE OF BANK EZ1004' EZ1004'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ1004 EZ1004 STATION RECOVERY (1973) EZ1004 EZ1004'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1004'2.8 MI WNW FROM GARNER. EZ1004'CARL IS LOCATED APPROXIMATELY 3.8 MILES SOUTH OF CAPITOL SQUARE EZ1004'IN RALEIGH. TO REACH STATION FROM THE INTERSECTION OF SOUTH BOUND EZ1004'LANE OF U.S. 401 - 70 AND NC 50 (JUST SW OF TRYON HILLS SHOPPING EZ1004'CENTER), PROCEED SOUTHERLY ALONG U.S. 401 FOR 0.15 MILES TO EZ1004'STATION ON THE WEST SIDE OF A TRIANGLE FORMED BY THE NORTH BOUND EZ1004'LANE OF U.S. 401, THE EAST BOUND LANE OF U.S. 70 AND SR 2538, EZ1004'01.00 MILES NORTH OF SR 1006 (OLD STAGE ROAD), 48.6 FT E OF C/L EZ1004'OF U.S. 401 NORTH BOUND LANE, 70.4 FT NE OF MERGE LEFT SIGN POST EZ1004'WITH ALUMINUM REF. TAG, 52.3 FT WSW OF 8 IN WILD CHERRY TREE WITH EZ1004'ALUMINUM REF. TAG, AND 04.0 FT E OF EDGE OF BANK. DISK IS SET EZ1004'IN CONCRETE CYLINDER FLUSH WITH THE SURFACE OF THE GROUND. EZ1004 EZ1004 STATION RECOVERY (1973) EZ1004 EZ1004'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1004'LOCATED APPROXIMATELY 3.8 MILES SOUTH OF CAPITOL SQUARE IN RALEIGH. TO EZ1004'REACH STATION FROM THE INTERSECTION OF SOUTH BOUND LANE OF US 401 - 70 EZ1004'AND NC 50 (JUST SW OF TRYON HILLS SHOPPING CENTER), PROCEED SOUTHERLY EZ1004'ALONG US 401 FOR 0.15 MILES TO STATION ON THE WEST SIDE OF A TRIANGLE EZ1004'FORMED BY THE NORTH BOUND LANE OF US 401, THE EAST BOUND LANE OF US 70 EZ1004'AND SR 2538, 01.00 MILES NORTH OF SR 1006 (OLD STAGE ROAD). 48.6 FT. E EZ1004'OF C/L OF US 401 NORTH BOUND LANE, 70.4 FT. NE OF MERGE LEFT SIGN POST EZ1004'WITH ALUMINUM REF. TAG, 52.3 FT. WSW OF 8 IN. WILD CHERRY TREE WITH EZ1004'ALUMINUM REF. TAG, AND 04.0 FT. E OF EDGE OF BANK. DISK IS SET IN EZ1004'CONCRETE CYLINDER FLUSH WITH THE SURFACE OF THE GROUND. EZ1004 EZ1004 STATION RECOVERY (1981) EZ1004 EZ1004'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (RWK) EZ1004'THE STATION WAS RECOVERED IN GOOD CONDITION. DESCRIPTION IS ADEQUATE EZ1004'EXCEPT FOR THE FOLLOWING CORRECTIONS. STATION MARK IS 293 FEET SOUTH EZ1004'OF THE SOUTHWEST BRIDGE RAIL OF THE US 70 OVERPASS. EZ1004 EZ1004 STATION RECOVERY (1987) EZ1004 EZ1004'RECOVERY NOTE BY US POWER SQUADRON 1987 (FBB) EZ1004'RECOVERED IN GOOD CONDITION. EZ1004 EZ1004 STATION RECOVERY (1989) EZ1004 EZ1004'RECOVERY NOTE BY US POWER SQUADRON 1989 (WCB) EZ1004'RECOVERED IN GOOD CONDITION. EZ1004 EZ1004 STATION RECOVERY (1992) EZ1004 EZ1004'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (LWA) EZ1004'STATION IS LOCATED IN SOUTH RALEIGH (TRYON HILLS), IN NORTHWEST EZ1004'SECTION OF GARNER. AT THE WEST EDGE OF THE LARGE GRASS TRIANGLE FORMED EZ1004'BY US 70 EAST BOUND LANES, US 401 NORTH BOUND LANES, AND A CONNECTOR EZ1004'ROAD (MECHANICAL BOULEVARD) BETWEEN THE TWO. MARK IS ABOUT 10-FEET EZ1004'HIGHER THAN US 401 AND IS FLUSH WITH THE GROUND. LOCATED ABOUT 250 FT EZ1004'(76.2 M) SOUTHWEST OF THE US 70 EAST BOUND LANES, 293 FT (89.3 M) EZ1004'SOUTH-SOUTHWEST OF THE SOUTHEAST END OF THE BRIDGE RAIL OF US 70 EAST EZ1004'BOUND BRIDGE AND 350 FT (106.7 M) SOUTH OF THE SOUTH CONCRETE BRIDGE EZ1004'SUPPORT COLUMN, 48.6 FT (14.8 M) EAST-SOUTHEAST OF THE CENTERLINE OF EZ1004'US 401 NORTH BOUND, 245.0 FT (74.7 M) NORTH OF THE NORTHWEST CORNER OF EZ1004'A CHAIN LINK FENCE ENCLOSURE--AND 20.0 FT (6.1 M) WEST-NORTHWEST OF A EZ1004'6-INCH BIRCH, 44.0 FT (13.4 M) WEST OF A 24-INCH PECAN--BOTH WITH EZ1004'REFERENCE TAGS. EZ1004 EZ1004 STATION RECOVERY (1994) EZ1004 EZ1004'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (JGG) EZ1004'RECOVERED AS DESCRIBED. MARK IS LOCATED 43.2 FT (13.2 M) EZ1004'WEST-SOUTHWEST OF A MULTI-TRUNK ELM WITH A REFERENCE TAG. LAKE WHEELER EZ1004'RAD ST WKIX MAST IS VISIBLE AND THE GRID AZIMUTH IS--234-27-43.22. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7364 *********************************************************************** AE7364 DESIGNATION - CARLSWOOD AE7364 PID - AE7364 AE7364 STATE/COUNTY- NC/WAKE AE7364 USGS QUAD - BAYLEAF (1987) AE7364 AE7364 *CURRENT SURVEY CONTROL AE7364 ___________________________________________________________________ AE7364* NAD 83(1986)- 35 54 27.34023(N) 078 42 44.08930(W) ADJUSTED AE7364* NAVD 88 - 141.032 (meters) 462.70 (feet) ADJUSTED AE7364 ___________________________________________________________________ AE7364 LAPLACE CORR- -7.51 (seconds) DEFLEC99 AE7364 GEOID HEIGHT- -32.27 (meters) GEOID03 AE7364 DYNAMIC HT - 140.913 (meters) 462.31 (feet) COMP AE7364 MODELED GRAV- 979,782.1 (mgal) NAVD 88 AE7364 AE7364 HORZ ORDER - SECOND AE7364 VERT ORDER - SECOND CLASS II AE7364 AE7364.The North Carolina HARNS have been completed but, AE7364.due to contractual restrictions, coordinates for these stations AE7364.will NOT be published in the near future. In the interim, the AE7364.published coordinates in North Carolina will not be AE7364.consistent with the Continuously Operating Reference Stations AE7364.(CORS). The HARN coordinates for these stations are available AE7364.upon request. Contact Gary Thompson(919-733-3836). AE7364. AE7364.In addition, the published North Carolina positions AE7364.(NAD 83 (1986)) are NOT consistent with those determined in AE7364.adjacent state readjustments. The discontinuity between stations AE7364.located in North Carolina and those in adjacent states AE7364.which have been adjusted to the HARN may be as much as 5 AE7364.decimeters. This will result in a significant loss of accuracy AE7364.over lines crossing such state borders. AE7364 AE7364 AE7364.The horizontal coordinates were established by classical geodetic methods AE7364.and adjusted by the National Geodetic Survey in March 1998. AE7364 AE7364.The orthometric height was determined by differential leveling AE7364.and adjusted by the National Geodetic Survey in September 1998. AE7364 AE7364.The Laplace correction was computed from DEFLEC99 derived deflections. AE7364 AE7364.The geoid height was determined by GEOID03. AE7364 AE7364.The dynamic height is computed by dividing the NAVD 88 AE7364.geopotential number by the normal gravity value computed on the AE7364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7364.degrees latitude (g = 980.6199 gals.). AE7364 AE7364.The modeled gravity was interpolated from observed gravity values. AE7364 AE7364; North East Units Scale Factor Converg. AE7364;SPC NC - 239,385.753 635,574.676 MT 0.99993799 +0 09 57.9 AE7364;SPC NC - 785,384.76 2,085,214.58 sFT 0.99993799 +0 09 57.9 AE7364;UTM 17 - 3,976,117.396 706,447.279 MT 1.00012520 +1 20 31.9 AE7364 AE7364! - Elev Factor x Scale Factor = Combined Factor AE7364!SPC NC - 0.99998293 x 0.99993799 = 0.99992092 AE7364!UTM 17 - 0.99998293 x 1.00012520 = 1.00010813 AE7364 AE7364 SUPERSEDED SURVEY CONTROL AE7364 AE7364 NGVD 29 (03/10/98) 141.30 (m) 463.6 (f) LEVELING 3 AE7364 AE7364.Superseded values are not recommended for survey control. AE7364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7364.See file dsdata.txt to determine how the superseded data were derived. AE7364 AE7364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0644776117(NAD 83) AE7364_MARKER: DH = HORIZONTAL CONTROL DISK AE7364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7364_STAMPING: CARLSWOOD 1986 AE7364_MARK LOGO: NCGS AE7364_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7364+STABILITY: SURFACE MOTION AE7364 AE7364 HISTORY - Date Condition Report By AE7364 HISTORY - 1986 MONUMENTED NCGS AE7364 HISTORY - 19870101 GOOD NCGS AE7364 HISTORY - 20050810 MARK NOT FOUND USPSQD AE7364 AE7364 STATION DESCRIPTION AE7364 AE7364'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7364'STATION IS LOCATED ABOUT 15.6 KM (9.70 MI) NORTH-NORTHWEST OF CAPITOL AE7364'SQUARE (IN RALEIGH), AND 1.3 KM (0.80 MI) EAST OF LEESVILLE COMMUNITY. AE7364'ALONG SR 1829 (STRICKLAND ROAD) FOR 3.0 KM (1.85 MI) WEST FROM THE NC AE7364'50 CROSSROADS, OR 97.7 M (320.5 FT) EAST OF SR 3270 (CARLSWOOD COURT) AE7364', AT THE NORTHEAST CORNER OF A SMALL STAND OF PINES. MARK IS RECESSED AE7364'3 INCHES BELOW GROUND AND IS ABOUT 1 FOOT (0.3 M) LOWER THAN ROAD. AE7364'LOCATED 9.2 M (30.2 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 45.2 M AE7364'(148.3 FT) WEST OF THE CENTERLINE OF A DIRT DRIVE, 20.3 M (66.6 FT) AE7364'SOUTHEAST OF AND ACROSS THE ROAD FROM THE SOUTHWEST CORNER OF A AE7364'CHAINLINK FENCE, 63.2 M (207.3 FT) EAST OF A TELEPHONE PEDESTAL AE7364'(P26W)--AND 24.1 M (79.1 FT) NORTHWEST OF A POWER POLE WITH A AE7364'TRANSFORMER, 2.9 M (9.5 FT) NORTH OF AN 8-INCH PINE--BOTH WITH AE7364'REFERENCE TAGS. AE7364 AE7364 STATION RECOVERY (1987) AE7364 AE7364'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7364'RECOVERED AS DESCRIBED. AE7364 AE7364 STATION RECOVERY (2005) AE7364 AE7364'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) AE7364'MARK NOT FOUND 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5316 *********************************************************************** EZ5316 DESIGNATION - CAROL EZ5316 PID - EZ5316 EZ5316 STATE/COUNTY- NC/WAKE EZ5316 USGS QUAD - APEX (1993) EZ5316 EZ5316 *CURRENT SURVEY CONTROL EZ5316 ___________________________________________________________________ EZ5316* NAD 83(1986)- 35 44 59.95658(N) 078 51 10.20806(W) ADJUSTED EZ5316* NAVD 88 - 150.9 (meters) 495. (feet) VERTCON EZ5316 ___________________________________________________________________ EZ5316 LAPLACE CORR- -5.00 (seconds) DEFLEC99 EZ5316 GEOID HEIGHT- -32.15 (meters) GEOID03 EZ5316 EZ5316 HORZ ORDER - SECOND EZ5316 EZ5316.The North Carolina HARNS have been completed but, EZ5316.due to contractual restrictions, coordinates for these stations EZ5316.will NOT be published in the near future. In the interim, the EZ5316.published coordinates in North Carolina will not be EZ5316.consistent with the Continuously Operating Reference Stations EZ5316.(CORS). The HARN coordinates for these stations are available EZ5316.upon request. Contact Gary Thompson(919-733-3836). EZ5316. EZ5316.In addition, the published North Carolina positions EZ5316.(NAD 83 (1986)) are NOT consistent with those determined in EZ5316.adjacent state readjustments. The discontinuity between stations EZ5316.located in North Carolina and those in adjacent states EZ5316.which have been adjusted to the HARN may be as much as 5 EZ5316.decimeters. This will result in a significant loss of accuracy EZ5316.over lines crossing such state borders. EZ5316 EZ5316 EZ5316.The horizontal coordinates were established by classical geodetic methods EZ5316.and adjusted by the National Geodetic Survey in July 1986. EZ5316 EZ5316.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5316 EZ5316.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5316 EZ5316.The geoid height was determined by GEOID03. EZ5316 EZ5316; North East Units Scale Factor Converg. EZ5316;SPC NC - 221,871.944 622,910.664 MT 0.99991031 +0 05 05.8 EZ5316;SPC NC - 727,924.87 2,043,666.07 sFT 0.99991031 +0 05 05.8 EZ5316;UTM 17 - 3,958,344.975 694,142.338 MT 1.00006447 +1 15 17.5 EZ5316 EZ5316! - Elev Factor x Scale Factor = Combined Factor EZ5316!SPC NC - 0.99998135 x 0.99991031 = 0.99989167 EZ5316!UTM 17 - 0.99998135 x 1.00006447 = 1.00004582 EZ5316 EZ5316 SUPERSEDED SURVEY CONTROL EZ5316 EZ5316 NAD 27 - 35 44 59.41359(N) 078 51 11.18807(W) AD( ) 2 EZ5316 NGVD 29 (07/19/86) 151.2 (m) 496. (f) VERT ANG EZ5316 EZ5316.Superseded values are not recommended for survey control. EZ5316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5316.See file dsdata.txt to determine how the superseded data were derived. EZ5316 EZ5316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9414258345(NAD 83) EZ5316_MARKER: DE = TRAVERSE STATION DISK EZ5316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5316_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5316_STAMPING: CAROL 1961 EZ5316_MARK LOGO: NCGS EZ5316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5316+STABILITY: SURFACE MOTION EZ5316 EZ5316 HISTORY - Date Condition Report By EZ5316 HISTORY - 1961 MONUMENTED NCGS EZ5316 HISTORY - 1966 MARK NOT FOUND NCGS EZ5316 EZ5316 STATION DESCRIPTION EZ5316 EZ5316'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ5316'CAROL IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5316'IN THE VICINITY OF DURHAM, NORTH CAROLINA. EZ5316' EZ5316'CAROL IS 1.3 MILES EAST OF INTERSECTION OF NC 55 AND U.S. 64 NORTH EZ5316'OF APEX, N.C. AND IS 0.2 MILES WEST OF INTERSECTION OF U.S. 1 EZ5316'AND 64 SOUTH OF RALEIGH, N.C. EZ5316' EZ5316'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ5316'CAROL 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ5316'OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ5316' EZ5316'MARK IS EZ5316' EZ5316'28.6 FT NE OF PP SOUTH OF ROAD EZ5316' EZ5316'73.2 FT SW OF PP WEST OF INTERSECTION OF U.S. 64 AND RALEIGH-DURHAM EZ5316'AIRPORT RD. EZ5316' EZ5316'118.6 FT SE OF 5TH PP NORTH SIDE OF U.S. 64 FROM INTERSECTION OF EZ5316'U.S. 64 AND RALEIGH-DURHAM AIRPORT RD. EZ5316' EZ5316'14.3 FT S OF C/L OF U.S. 64, ON SHOULDER OF ROAD EZ5316 EZ5316 STATION RECOVERY (1966) EZ5316 EZ5316'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1966 EZ5316'NOTE--A SEARCH FOR THE STATION WAS MADE IN DECEMBER 1966. NO EZ5316'TRACE OF THE STATION COULD BE FOUND. IT IS BELIEVED THE EZ5316'STATION WAS DESTROYED BY ROAD CONSTRUCTION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1146 *********************************************************************** EZ1146 DESIGNATION - CAROL 2 EZ1146 PID - EZ1146 EZ1146 STATE/COUNTY- NC/WAKE EZ1146 USGS QUAD - APEX (1993) EZ1146 EZ1146 *CURRENT SURVEY CONTROL EZ1146 ___________________________________________________________________ EZ1146* NAD 83(1986)- 35 44 59.41048(N) 078 51 12.98275(W) ADJUSTED EZ1146* NAVD 88 - 149.774 (meters) 491.38 (feet) ADJUSTED EZ1146 ___________________________________________________________________ EZ1146 LAPLACE CORR- -5.01 (seconds) DEFLEC99 EZ1146 GEOID HEIGHT- -32.14 (meters) GEOID03 EZ1146 DYNAMIC HT - 149.645 (meters) 490.96 (feet) COMP EZ1146 MODELED GRAV- 979,765.8 (mgal) NAVD 88 EZ1146 EZ1146 HORZ ORDER - SECOND EZ1146 VERT ORDER - SECOND CLASS II EZ1146 EZ1146.The North Carolina HARNS have been completed but, EZ1146.due to contractual restrictions, coordinates for these stations EZ1146.will NOT be published in the near future. In the interim, the EZ1146.published coordinates in North Carolina will not be EZ1146.consistent with the Continuously Operating Reference Stations EZ1146.(CORS). The HARN coordinates for these stations are available EZ1146.upon request. Contact Gary Thompson(919-733-3836). EZ1146. EZ1146.In addition, the published North Carolina positions EZ1146.(NAD 83 (1986)) are NOT consistent with those determined in EZ1146.adjacent state readjustments. The discontinuity between stations EZ1146.located in North Carolina and those in adjacent states EZ1146.which have been adjusted to the HARN may be as much as 5 EZ1146.decimeters. This will result in a significant loss of accuracy EZ1146.over lines crossing such state borders. EZ1146 EZ1146 EZ1146.The horizontal coordinates were established by classical geodetic methods EZ1146.and adjusted by the National Geodetic Survey in July 1986. EZ1146 EZ1146.The orthometric height was determined by differential leveling EZ1146.and adjusted by the National Geodetic Survey in June 1991. EZ1146 EZ1146.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1146 EZ1146.The geoid height was determined by GEOID03. EZ1146 EZ1146.The dynamic height is computed by dividing the NAVD 88 EZ1146.geopotential number by the normal gravity value computed on the EZ1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1146.degrees latitude (g = 980.6199 gals.). EZ1146 EZ1146.The modeled gravity was interpolated from observed gravity values. EZ1146 EZ1146; North East Units Scale Factor Converg. EZ1146;SPC NC - 221,855.011 622,840.983 MT 0.99991028 +0 05 04.2 EZ1146;SPC NC - 727,869.32 2,043,437.46 sFT 0.99991028 +0 05 04.2 EZ1146;UTM 17 - 3,958,326.621 694,073.006 MT 1.00006414 +1 15 15.9 EZ1146 EZ1146! - Elev Factor x Scale Factor = Combined Factor EZ1146!SPC NC - 0.99998154 x 0.99991028 = 0.99989182 EZ1146!UTM 17 - 0.99998154 x 1.00006414 = 1.00004568 EZ1146 EZ1146: Primary Azimuth Mark Grid Az EZ1146:SPC NC - VANCE 099 08 13.0 EZ1146:UTM 17 - VANCE 097 58 01.3 EZ1146 EZ1146|---------------------------------------------------------------------| EZ1146| PID Reference Object Distance Geod. Az | EZ1146| dddmmss.s | EZ1146| EZ1147 VANCE 478.425 METERS 0991317.2 | EZ1146|---------------------------------------------------------------------| EZ1146 EZ1146 SUPERSEDED SURVEY CONTROL EZ1146 EZ1146 NAD 27 - 35 44 58.86731(N) 078 51 13.95814(W) AD( ) 2 EZ1146 NGVD 29 (??/??/92) 150.027 (m) 492.21 (f) ADJ UNCH 2 2 EZ1146 EZ1146.Superseded values are not recommended for survey control. EZ1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1146.See file dsdata.txt to determine how the superseded data were derived. EZ1146 EZ1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9407358327(NAD 83) EZ1146_MARKER: DE = TRAVERSE STATION DISK EZ1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1146_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1146_STAMPING: CAROL 2 1967 EZ1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1146+STABILITY: SURFACE MOTION EZ1146 EZ1146 HISTORY - Date Condition Report By EZ1146 HISTORY - 1967 MONUMENTED NCGS EZ1146 HISTORY - 19740901 GOOD USGS EZ1146 HISTORY - 1975 GOOD NCGS EZ1146 HISTORY - 1987 GOOD USPSQD EZ1146 EZ1146 STATION DESCRIPTION EZ1146 EZ1146'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1146'CAROL 2 IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1146'IN THE VICINITY OF APEX, NORTH CAROLINA. EZ1146' EZ1146'CAROL 2 IS LOCATED APPROXIMATELY 1.3 MILES NNW OF THE CENTER EZ1146'OF APEX. TO REACH STATION PROCEED FROM THE INTERSECTION OF EZ1146'NC 55 AND U.S. 64 NORTHWEST OF APEX, GO EAST ON U.S. 64 FOR EZ1146'1.2 MILES TO STATION. WHICH IS IN THE MEDIAN ON NORTH EZ1146'SHOULDER OF U.S. 64 AT APEX-CARY EXIT FROM EAST BOUND LANE OF EZ1146'U.S. 64. EZ1146' EZ1146'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ1146'CAROL 2, 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ1146'OF WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND. EZ1146' EZ1146'MARK IS EZ1146' EZ1146'23.7 FT N OF C/L OF U.S. 64 E BOUND LANE EZ1146' EZ1146'66.7 FT S OF 4X4 POST WITH YIELD SIGN ON N SIDE OF W BOUND EZ1146'LANE, AND WITH ALUMINUM REF. TAG EZ1146' EZ1146'45.5 FT SSE OF W END OF CURB BETWEEN U.S. 64 W BOUND LANE EZ1146'AND U.S. 64 ENTRANCE ROAD EZ1146' EZ1146'96.9 FT ESE OF 4X4 POST WITH LEFT LANE ENDS 500 FT. SIGN, EZ1146'AND WITH ALUMINUM REF. TAG EZ1146' EZ1146'37.2 FT W OF 4X4 POST WITH MERGE RIGHT INTO SINGLE LANE EZ1146'IN MEDIAN, AND WITH ALUMINUM REF. TAG EZ1146' EZ1146'105.8 FT WSW OF W EDGE OF CONCRETE SPILLWAY COVER EZ1146' EZ1146'NOTE--CAROL 2 REPLACES CAROL 1961, DESTROYED BY ROAD CONSTRUCTION. EZ1146 EZ1146 STATION RECOVERY (1974) EZ1146 EZ1146'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (LWA) EZ1146'RECOVERED IN GOOD CONDITION. EZ1146 EZ1146 STATION RECOVERY (1975) EZ1146 EZ1146'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EZ1146'1.3 MI N FROM APEX. EZ1146'CAROL 2 IS LOCATED APPROXIMATELY 12.2 MILES WEST OF STATE EZ1146'CAPITOL BUILDING IN RALEIGH. TO REACH STATION FROM THE U.S. EZ1146'64 UNDERPASS OF NC 55 NW OF APEX, PROCEED EAST ALONG U.S. 64 FOR EZ1146'1.2 MILES TO STATION ON LEFT IN MEDIAN AT APEX - CARY EXIT FROM EZ1146'EAST BOUND LANE OF U.S. 64, 23.7 FT NORTH OF C/L U.S. 64 EAST EZ1146'BOUND LANE, 8.4 FT NORTH OF EDGE OF PAVEMENT, 27.4 FT SOUTH OF EDGE EZ1146'OF PAVEMENT, 45.5 FT SOUTH OF WEST END OF CURB BETWEEN U.S. 64 EZ1146'WEST BOUND LANE AND AN ENTRANCE ROAD, 105.8 FT WEST OF WEST EDGE EZ1146'OF A CONCRETE SPILLWAY COVER, 37.2 FT WEST OF A MERGE RIGHT SIGN EZ1146'POST IN MEDIAN WITH ALUMINUM REF. TAG, AND 96.9 FT ESE OF A LANE EZ1146'ENDS SIGN POST WITH ALUMINUM REF. TAG. DISK IS SET IN TOP OF EZ1146'CONCRETE CYLINDER 2 INCHES BELOW THE GROUND. EZ1146 EZ1146 STATION RECOVERY (1987) EZ1146 EZ1146'RECOVERY NOTE BY US POWER SQUADRON 1987 (LJG) EZ1146'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5414 *********************************************************************** EZ5414 DESIGNATION - CARPENTER RM 2 AZIMUTH EZ5414 PID - EZ5414 EZ5414 STATE/COUNTY- NC/WAKE EZ5414 USGS QUAD - CARY (1993) EZ5414 EZ5414 *CURRENT SURVEY CONTROL EZ5414 ___________________________________________________________________ EZ5414* NAD 83(1986)- 35 49 32.24852(N) 078 52 13.97906(W) ADJUSTED EZ5414* NAVD 88 - 117.64 (meters) 386.0 (feet) LEVELING EZ5414 ___________________________________________________________________ EZ5414 LAPLACE CORR- -5.83 (seconds) DEFLEC99 EZ5414 GEOID HEIGHT- -31.88 (meters) GEOID03 EZ5414 EZ5414 HORZ ORDER - SECOND EZ5414 VERT ORDER - THIRD ? EZ5414 EZ5414.The North Carolina HARNS have been completed but, EZ5414.due to contractual restrictions, coordinates for these stations EZ5414.will NOT be published in the near future. In the interim, the EZ5414.published coordinates in North Carolina will not be EZ5414.consistent with the Continuously Operating Reference Stations EZ5414.(CORS). The HARN coordinates for these stations are available EZ5414.upon request. Contact Gary Thompson(919-733-3836). EZ5414. EZ5414.In addition, the published North Carolina positions EZ5414.(NAD 83 (1986)) are NOT consistent with those determined in EZ5414.adjacent state readjustments. The discontinuity between stations EZ5414.located in North Carolina and those in adjacent states EZ5414.which have been adjusted to the HARN may be as much as 5 EZ5414.decimeters. This will result in a significant loss of accuracy EZ5414.over lines crossing such state borders. EZ5414 EZ5414 EZ5414.The horizontal coordinates were established by classical geodetic methods EZ5414.and adjusted by the National Geodetic Survey in July 1986. EZ5414 EZ5414.The orthometric height was determined by differential leveling. EZ5414.The vertical network tie was performed by a horz. field party for horz. EZ5414.obs reductions. Reset procedures were used to establish the elevation. EZ5414 EZ5414.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5414 EZ5414.The geoid height was determined by GEOID03. EZ5414 EZ5414; North East Units Scale Factor Converg. EZ5414;SPC NC - 230,261.272 621,297.665 MT 0.99992264 +0 04 29.0 EZ5414;SPC NC - 755,448.86 2,038,374.09 sFT 0.99992264 +0 04 29.0 EZ5414;UTM 17 - 3,966,700.790 692,357.971 MT 1.00005596 +1 14 48.5 EZ5414 EZ5414! - Elev Factor x Scale Factor = Combined Factor EZ5414!SPC NC - 0.99998654 x 0.99992264 = 0.99990918 EZ5414!UTM 17 - 0.99998654 x 1.00005596 = 1.00004250 EZ5414 EZ5414|---------------------------------------------------------------------| EZ5414| PID Reference Object Distance Geod. Az | EZ5414| dddmmss.s | EZ5414| EZ5429 FURRELL 395.279 METERS 19450 | EZ5414| AE7396 CARPENTER RESET 344.160 METERS 34228 | EZ5414|---------------------------------------------------------------------| EZ5414 EZ5414 SUPERSEDED SURVEY CONTROL EZ5414 EZ5414 NAD 27 - 35 49 31.71630(N) 078 52 14.96065(W) AD( ) 2 EZ5414 NGVD 29 (07/19/86) 117.89 (m) 386.8 (f) LEVELING 3 EZ5414 EZ5414.Superseded values are not recommended for survey control. EZ5414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5414.See file dsdata.txt to determine how the superseded data were derived. EZ5414 EZ5414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9235866701(NAD 83) EZ5414_MARKER: DR = REFERENCE MARK DISK EZ5414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5414_STAMPING: CARPENTER NO 2 1933 EZ5414_MARK LOGO: CGS EZ5414_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ5414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5414+STABILITY: SURFACE MOTION EZ5414 EZ5414 HISTORY - Date Condition Report By EZ5414 HISTORY - 1933 MONUMENTED CGS EZ5414 HISTORY - 1980 GOOD NGS EZ5414 HISTORY - 19801120 GOOD NGS EZ5414 HISTORY - 20050501 MARK NOT FOUND GEOCAC EZ5414 EZ5414 STATION DESCRIPTION EZ5414 EZ5414'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 EZ5414'ABOUT 7 MILES A LITTLE WEST OF NORTH OF APEX, THREE-FOURTHS EZ5414'MILE NORTH OF CARPENTER POST OFFICE, AND 6 MILES WEST-NORTHWEST EZ5414'OF CARY, ON LAND OF J.W. HEARST. TO REACH FROM CARY PROCEED TO EZ5414'JUNCTION OF ROUTES 1 AND 70, GO WEST AND NORTH 4.0 MILES TOWARD EZ5414'DURHAM ON ROUTE 70, AND TURN LEFT ONTO DIRT ROAD AT SOUTH SIDE EZ5414'OF MORRISVILLE RAILROAD STATION AT ARROW CARPENTER 3 MILES. EZ5414'FOLLOW THIS ROAD 1.4 MILES, KEEP STRAIGHT AHEAD AT CROSSROADS EZ5414'WITH ARROW APEX 5 MILES, GO 1.3 MILES, TURN RIGHT AT A EZ5414'T-ROAD, PROCEED ALONG THIS ROAD 0.25 MILE OR 0.1 MILE BEYOND EZ5414'GOODHOPE CHURCH, AND TURN RIGHT INTO FIELD ROAD JUST AT FAR EZ5414'END OF LEFT BEND IN MAIN ROAD. THIS ROAD LEADS TO MR. LYNNS EZ5414'HOUSE AND STATION SITE, ABOUT 80 YARDS NORTH OF MAIN EZ5414'ROAD. STATION CARPENTER IS 55.2 FEET EAST-SOUTHEAST OF CENTER OF EZ5414'CHIMNEY ON MR. LYNNS HOUSE, AND 58.8 FEET EAST OF CENTER EZ5414'OF WELL ON SOUTH SIDE OF HOUSE. STATION CARPENTER RM EZ5414'NO. 2 IS AT NORTHWEST CORNER OF THE GOODHOPE BAPTIST EZ5414'CHURCH, AND APPROXIMATELY 0.25 MILE FROM STATION CARPENTER EZ5414'S 17 DEG 33 MIN E. EZ5414 EZ5414 STATION RECOVERY (1980) EZ5414 EZ5414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN) EZ5414'REFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION. THE OLD CHURCH HAS EZ5414'BEEN TORN DOWN AND A NEW CHURCH CONSTRUCTED. EZ5414' EZ5414'A COMPLETE NEW DESCRIPTION FOLLOWS-- EZ5414' EZ5414'STATION IS ABOUT 1/2 MILE NORTH-NORTHWEST OF CARPENTER, 2-1/2 MILES EZ5414'SOUTHWEST OF MORRISVILLE, 7 MILES NORTH-NORTH WEST OF APEX AND ON EZ5414'PROPERTY OWNED BY THE GOOD HOPE BAPTIST CHURCH. EZ5414' EZ5414'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 54 AND EZ5414'SECONDARY ROAD 3014 IN MORRISVILLE, GO SOUTH WESTERLY ON SR 3014 FOR EZ5414'2.6 MILES TO A SIDE ROAD RIGHT. TURN RIGHT AND GO NORTHERLY ON SR EZ5414'1634 FOR 0.2 MILE TO THE GOOD HOPE BAPTIST CHURCH AND THE STATION EZ5414'ON THE RIGHT. EZ5414' EZ5414'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---CARPENTER NO 2 1933--- EZ5414'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS RECESSED EZ5414'4-INCHES BELOW THE GROUND SURFACE. IT IS 2 FEET EAST SOUTH EAST OF EZ5414'A METAL WITNESS POST, 22.2 FEET SOUTH OF THE APPROXIMATE CENTER EZ5414'OF A TRACK ROAD LEADING TO A CEMETARY, 77 FEET NORTH OF THE NORTHWEST EZ5414'CORNER OF THE CHURCH, 79.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF EZ5414'THE ADDITION ON THE BACK OF THE CHURCH AND 90.5 FEET EAST OF THE EZ5414'CENTERLINE OF SR 1634. EZ5414 EZ5414 STATION RECOVERY (1980) EZ5414 EZ5414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN) EZ5414'IN GOOD CONDITION. SEE 1980 NGS RECOVERY BY CLN. EZ5414 EZ5414 STATION RECOVERY (2005) EZ5414 EZ5414'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ5414'MARK WAS PAVED OVER WHEN A PARKING LOT WAS CONSTRUCTED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7401 *********************************************************************** AE7401 DESIGNATION - CARPENTER RM 5 AE7401 PID - AE7401 AE7401 STATE/COUNTY- NC/WAKE AE7401 USGS QUAD - CARY (1993) AE7401 AE7401 *CURRENT SURVEY CONTROL AE7401 ___________________________________________________________________ AE7401* NAD 83(1986)- 35 49 43.40852(N) 078 52 16.51678(W) ADJUSTED AE7401* NAVD 88 - 119.358 (meters) 391.59 (feet) ADJUSTED AE7401 ___________________________________________________________________ AE7401 LAPLACE CORR- -5.84 (seconds) DEFLEC99 AE7401 GEOID HEIGHT- -31.87 (meters) GEOID03 AE7401 DYNAMIC HT - 119.258 (meters) 391.27 (feet) COMP AE7401 MODELED GRAV- 979,792.7 (mgal) NAVD 88 AE7401 AE7401 HORZ ORDER - SECOND AE7401 VERT ORDER - SECOND CLASS II AE7401 AE7401.The North Carolina HARNS have been completed but, AE7401.due to contractual restrictions, coordinates for these stations AE7401.will NOT be published in the near future. In the interim, the AE7401.published coordinates in North Carolina will not be AE7401.consistent with the Continuously Operating Reference Stations AE7401.(CORS). The HARN coordinates for these stations are available AE7401.upon request. Contact Gary Thompson(919-733-3836). AE7401. AE7401.In addition, the published North Carolina positions AE7401.(NAD 83 (1986)) are NOT consistent with those determined in AE7401.adjacent state readjustments. The discontinuity between stations AE7401.located in North Carolina and those in adjacent states AE7401.which have been adjusted to the HARN may be as much as 5 AE7401.decimeters. This will result in a significant loss of accuracy AE7401.over lines crossing such state borders. AE7401 AE7401 AE7401.The horizontal coordinates were established by classical geodetic methods AE7401.and adjusted by the National Geodetic Survey in August 2000. AE7401 AE7401.The orthometric height was determined by differential leveling AE7401.and adjusted by the National Geodetic Survey in December 2000. AE7401.No vertical observational check was made to the station. AE7401 AE7401.The Laplace correction was computed from DEFLEC99 derived deflections. AE7401 AE7401.The geoid height was determined by GEOID03. AE7401 AE7401.The dynamic height is computed by dividing the NAVD 88 AE7401.geopotential number by the normal gravity value computed on the AE7401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7401.degrees latitude (g = 980.6199 gals.). AE7401 AE7401.The modeled gravity was interpolated from observed gravity values. AE7401 AE7401; North East Units Scale Factor Converg. AE7401;SPC NC - 230,605.126 621,233.526 MT 0.99992319 +0 04 27.5 AE7401;SPC NC - 756,576.98 2,038,163.66 sFT 0.99992319 +0 04 27.5 AE7401;UTM 17 - 3,967,043.305 692,286.802 MT 1.00005563 +1 14 47.3 AE7401 AE7401! - Elev Factor x Scale Factor = Combined Factor AE7401!SPC NC - 0.99998627 x 0.99992319 = 0.99990946 AE7401!UTM 17 - 0.99998627 x 1.00005563 = 1.00004190 AE7401 AE7401 SUPERSEDED SURVEY CONTROL AE7401 AE7401 NAVD 88 (08/15/00) 119.34 (m) 391.5 (f) LEVELING 3 AE7401 AE7401.Superseded values are not recommended for survey control. AE7401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7401.See file dsdata.txt to determine how the superseded data were derived. AE7401 AE7401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9228767043(NAD 83) AE7401_MARKER: DR = REFERENCE MARK DISK AE7401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7401_STAMPING: CARPENTER NO 5 1980 AE7401_MARK LOGO: NGS AE7401_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AE7401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7401+STABILITY: SURFACE MOTION AE7401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE7401+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996 AE7401 AE7401 HISTORY - Date Condition Report By AE7401 HISTORY - 1980 MONUMENTED NGS AE7401 HISTORY - 19960325 GOOD NCGS AE7401 HISTORY - 19960624 GOOD NCGS AE7401 HISTORY - 20050501 POOR GEOCAC AE7401 AE7401 STATION DESCRIPTION AE7401 AE7401'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG) AE7401'STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) WEST-NORTHWEST OF CARY. AE7401'PROCEED ALONG SR 1633 (GOOD HOPE CHURCH ROAD) FOR 0.3 MI (0.5 KM) AE7401'SOUTHEAST FROM NC 55 TO A FIELD ROAD, THENCE 0.1 MI (0.2 KM) NORTH AE7401'ALONG THE FIELD ROAD TO THE STATION, AT THE WOODS LINE. MARK IS FLUSH AE7401'WITH GROUND. LOCATED 86.0 FT (26.2 M) NORTHWEST OF THE CENTER OF THE AE7401'FIELD ROAD, 101.5 FT (30.9 M) SOUTH OF THE SOUTHWEST CORNER OF A METAL AE7401'STORAGE SHED, 2.0 FT (0.6 M) NORTHWEST OF A METAL WITNESS POST, 2.2 FT AE7401'(0.7 M) SOUTHEAST OF A UTILITY POLE WITH A TRANSFORMER AND REFERENCE AE7401'TAG. AE7401 AE7401 STATION RECOVERY (1996) AE7401 AE7401'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG) AE7401'STATION IS LOCATED ABOUT 6.0 MI (9.7 KM) WEST-NORTHWEST OF CARY AND AE7401'0.5 MI (0.8 KM) NORTH-NORTHWEST OF CARPENTER. AE7401'ALONG 1633- (GOOD HOPE CHURCH ROAD) FOR 0.3 MI (0.5 KM) SOUTHEAST FROM AE7401'NC 55 TO A FIELD, THENCE NORTH ALONG FIELD ROAD FOR 0.1 MI (0.2 KM) TO AE7401'STATION AT WOODS LINE. AE7401'MARK IS ABOUT FLUSH THE GROUND. LOCATED 86.0 FT (26.2 M) NORTHWEST OF AE7401'THE CENTER OF THE FIELD ROAD, 101.5 FT (30.9 M) SOUTH OF THE SOUTHWEST AE7401'CORNER OF A METAL STORAGE SHED, 2.0 FT (0.6 M) NORTHWEST OF A METAL AE7401'WITNESS POST, 2.2 FT (0.7 M) SOUTHEAST OF A UTILITY POLE WITH A AE7401'TRANSFORMER AND REFERENCE TAG. AE7401 AE7401 STATION RECOVERY (2005) AE7401 AE7401'RECOVERY NOTE BY GEOCACHING 2005 (PFF) AE7401'RECOVERED AS DESCRIBED, EXCEPT MARK PROJECTS 2 INCHES AND IS TILTED AE7401'SLIGHTLY TO THE NORTH. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7365 *********************************************************************** AE7365 DESIGNATION - CARRINGTON AE7365 PID - AE7365 AE7365 STATE/COUNTY- NC/WAKE AE7365 USGS QUAD - BAYLEAF (1987) AE7365 AE7365 *CURRENT SURVEY CONTROL AE7365 ___________________________________________________________________ AE7365* NAD 83(1986)- 35 54 32.21390(N) 078 42 33.67316(W) ADJUSTED AE7365* NAVD 88 - 139.060 (meters) 456.23 (feet) ADJUSTED AE7365 ___________________________________________________________________ AE7365 LAPLACE CORR- -7.53 (seconds) DEFLEC99 AE7365 GEOID HEIGHT- -32.28 (meters) GEOID03 AE7365 DYNAMIC HT - 138.942 (meters) 455.85 (feet) COMP AE7365 MODELED GRAV- 979,781.8 (mgal) NAVD 88 AE7365 AE7365 HORZ ORDER - SECOND AE7365 VERT ORDER - SECOND CLASS II AE7365 AE7365.The North Carolina HARNS have been completed but, AE7365.due to contractual restrictions, coordinates for these stations AE7365.will NOT be published in the near future. In the interim, the AE7365.published coordinates in North Carolina will not be AE7365.consistent with the Continuously Operating Reference Stations AE7365.(CORS). The HARN coordinates for these stations are available AE7365.upon request. Contact Gary Thompson(919-733-3836). AE7365. AE7365.In addition, the published North Carolina positions AE7365.(NAD 83 (1986)) are NOT consistent with those determined in AE7365.adjacent state readjustments. The discontinuity between stations AE7365.located in North Carolina and those in adjacent states AE7365.which have been adjusted to the HARN may be as much as 5 AE7365.decimeters. This will result in a significant loss of accuracy AE7365.over lines crossing such state borders. AE7365 AE7365 AE7365.The horizontal coordinates were established by classical geodetic methods AE7365.and adjusted by the National Geodetic Survey in March 1998. AE7365 AE7365.The orthometric height was determined by differential leveling AE7365.and adjusted by the National Geodetic Survey in September 1998. AE7365 AE7365.The Laplace correction was computed from DEFLEC99 derived deflections. AE7365 AE7365.The geoid height was determined by GEOID03. AE7365 AE7365.The dynamic height is computed by dividing the NAVD 88 AE7365.geopotential number by the normal gravity value computed on the AE7365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7365.degrees latitude (g = 980.6199 gals.). AE7365 AE7365.The modeled gravity was interpolated from observed gravity values. AE7365 AE7365; North East Units Scale Factor Converg. AE7365;SPC NC - 239,536.717 635,835.400 MT 0.99993826 +0 10 03.9 AE7365;SPC NC - 785,880.05 2,086,069.97 sFT 0.99993826 +0 10 03.9 AE7365;UTM 17 - 3,976,273.710 706,704.898 MT 1.00012651 +1 20 38.2 AE7365 AE7365! - Elev Factor x Scale Factor = Combined Factor AE7365!SPC NC - 0.99998324 x 0.99993826 = 0.99992150 AE7365!UTM 17 - 0.99998324 x 1.00012651 = 1.00010975 AE7365 AE7365 SUPERSEDED SURVEY CONTROL AE7365 AE7365 NGVD 29 (03/10/98) 139.33 (m) 457.1 (f) LEVELING 3 AE7365 AE7365.Superseded values are not recommended for survey control. AE7365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7365.See file dsdata.txt to determine how the superseded data were derived. AE7365 AE7365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0670576274(NAD 83) AE7365_MARKER: DH = HORIZONTAL CONTROL DISK AE7365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7365_STAMPING: CARRINGTON 1986 AE7365_MARK LOGO: NCGS AE7365_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7365+STABILITY: SURFACE MOTION AE7365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AE7365+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005 AE7365 AE7365 HISTORY - Date Condition Report By AE7365 HISTORY - 1986 MONUMENTED NCGS AE7365 HISTORY - 19870101 GOOD NCGS AE7365 HISTORY - 20050810 GOOD USPSQD AE7365 AE7365 STATION DESCRIPTION AE7365 AE7365'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7365'STATION IS LOCATED ABOUT 15.6 KM (9.70 MI) NORTH-NORTHWEST OF CAPITOL AE7365'SQUARE (IN RALEIGH), AND 1.6 KM (1.00 MI) EAST OF LEESVILLE COMMUNITY. AE7365'ALONG SR 1829 (STRICKLAND ROAD) FOR 2.7 KM (1.65 MI) WEST FROM THE NC AE7365'50 CROSSROADS, OR 0.2 KM (0.10 MI) EAST OF SR 3222 (ROCK CREEK ROAD), AE7365'IN A YARD, AND ON THE PROLONGATION OF THE WEST SIDE OF THE BURKE AE7365'CARRINGTON FRAME RESIDENCE. MARK IS FLUSH WITH GROUND AND ABOUT 3 FEET AE7365'(0.9 M) LOWER THAN ROAD. LOCATED 7.3 M (24.0 FT) NORTH OF THE AE7365'CENTERLINE OF THE ROAD, 27.3 M (89.6 FT) WEST-NORTHWEST OF THE EAST AE7365'END OF A CULVERT UNDER A DRIVE, 18.9 M (62.0 FT) SOUTHWEST OF THE AE7365'SOUTHEAST CORNER OF A FRAME HOUSE, 29.7 M (97.4 FT) WEST-SOUTHWEST OF AE7365'THE SOUTHEAST CORNER OF A PUMP HOUSE, 25.0 M (82.0 FT) WEST OF A AE7365'TELEPHONE PEDESTAL, AND 47.0 M (154.2 FT) EAST OF A POWER POLE WITH A AE7365'TRANSFORMER AND A REFERENCE TAG. AE7365 AE7365 STATION RECOVERY (1987) AE7365 AE7365'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7365'RECOVERED AS DESCRIBED. AE7365 AE7365 STATION RECOVERY (2005) AE7365 AE7365'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) AE7365'N 35 54.536 AE7365'W 078 42.560 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6641 *********************************************************************** EZ6641 DESIGNATION - CARTEL EZ6641 PID - EZ6641 EZ6641 STATE/COUNTY- NC/WAKE EZ6641 USGS QUAD - FUQUAY-VARINA (1993) EZ6641 EZ6641 *CURRENT SURVEY CONTROL EZ6641 ___________________________________________________________________ EZ6641* NAD 83(1986)- 35 35 14.80875(N) 078 48 00.08341(W) ADJUSTED EZ6641* NAVD 88 - 124.0 (meters) 407. (feet) VERTCON EZ6641 ___________________________________________________________________ EZ6641 LAPLACE CORR- -4.75 (seconds) DEFLEC99 EZ6641 GEOID HEIGHT- -32.69 (meters) GEOID03 EZ6641 EZ6641 HORZ ORDER - SECOND EZ6641 EZ6641.The North Carolina HARNS have been completed but, EZ6641.due to contractual restrictions, coordinates for these stations EZ6641.will NOT be published in the near future. In the interim, the EZ6641.published coordinates in North Carolina will not be EZ6641.consistent with the Continuously Operating Reference Stations EZ6641.(CORS). The HARN coordinates for these stations are available EZ6641.upon request. Contact Gary Thompson(919-733-3836). EZ6641. EZ6641.In addition, the published North Carolina positions EZ6641.(NAD 83 (1986)) are NOT consistent with those determined in EZ6641.adjacent state readjustments. The discontinuity between stations EZ6641.located in North Carolina and those in adjacent states EZ6641.which have been adjusted to the HARN may be as much as 5 EZ6641.decimeters. This will result in a significant loss of accuracy EZ6641.over lines crossing such state borders. EZ6641 EZ6641 EZ6641.The horizontal coordinates were established by classical geodetic methods EZ6641.and adjusted by the National Geodetic Survey in March 1993. EZ6641 EZ6641.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6641 EZ6641.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6641 EZ6641.The geoid height was determined by GEOID03. EZ6641 EZ6641; North East Units Scale Factor Converg. EZ6641;SPC NC - 203,847.749 627,723.299 MT 0.99988970 +0 06 55.5 EZ6641;SPC NC - 668,790.49 2,059,455.52 sFT 0.99988970 +0 06 55.5 EZ6641;UTM 17 - 3,940,419.408 699,322.181 MT 1.00008961 +1 16 50.5 EZ6641 EZ6641! - Elev Factor x Scale Factor = Combined Factor EZ6641!SPC NC - 0.99998567 x 0.99988970 = 0.99987537 EZ6641!UTM 17 - 0.99998567 x 1.00008961 = 1.00007528 EZ6641 EZ6641 SUPERSEDED SURVEY CONTROL EZ6641 EZ6641 NGVD 29 (03/10/93) 124.3 (m) 408. (f) VERT ANG EZ6641 EZ6641.Superseded values are not recommended for survey control. EZ6641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6641.See file dsdata.txt to determine how the superseded data were derived. EZ6641 EZ6641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9932240419(NAD 83) EZ6641_MARKER: DE = TRAVERSE STATION DISK EZ6641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6641_SP_SET: CONCRETE POST EZ6641_STAMPING: CARTEL 1983 EZ6641_MARK LOGO: NCGS EZ6641_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ6641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6641+STABILITY: SURFACE MOTION EZ6641 EZ6641 HISTORY - Date Condition Report By EZ6641 HISTORY - 1983 MONUMENTED NCGS EZ6641 EZ6641 STATION DESCRIPTION EZ6641 EZ6641'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 EZ6641'STATION IS LOCATED IN FUQUAY VARINA. EZ6641'ALONG US 401 (MAIN STREET), BETWEEN INTERSECTIONS WITH CHURCH AND EZ6641'JONES STREETS, AT ENTRANCE DRIVE TO CAROLINA TELEPHONE COMPANY. EZ6641'THE STATION IS A STANDARD NCGS DISK STAMPED---CARTEL 1983---, SET INTO EZ6641'THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER FLUSH WITH EZ6641'GROUND. LOCATED 10.97 METERS (36.0 FT) WEST FROM THE CENTERLINE OF EZ6641'THE HIGHWAY, 36.6 METERS (120 FT) SOUTH-SOUTHWEST OF THE INTERSECTION EZ6641'WITH CHURCH STREE, 4.72 METERS (15.5 FT) NORTH OF THE CENTERLINE OF EZ6641'THE DRIVE TO CAROLINA TELEPHONE AND TELEGRAPH COMPANY, 1.65 METERS EZ6641'(5.4 FT) NORTHWEST OF THE CURB, 2.10 METERS (6.9 FT) NORTHEAST OF THE EZ6641'SOUTHEAST CORNER OF A CHAIN LINK FENCE, 14.23 METERS (46.7 FT) NORTH EZ6641'OF A POWER POLE WITH A REFERENCE TAG, AND 14.51 METERS (47.6 FT) SOUTH EZ6641'OF THE NORTHEAST CORNER OF A CHAIN LINK FENCE. EZ6641'STATION IS 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1007 *********************************************************************** EZ1007 DESIGNATION - CARTER EZ1007 PID - EZ1007 EZ1007 STATE/COUNTY- NC/WAKE EZ1007 USGS QUAD - LAKE WHEELER (1993) EZ1007 EZ1007 *CURRENT SURVEY CONTROL EZ1007 ___________________________________________________________________ EZ1007* NAD 83(1986)- 35 43 18.35991(N) 078 39 11.76383(W) ADJUSTED EZ1007* NAVD 88 - 107.340 (meters) 352.16 (feet) ADJUSTED EZ1007 ___________________________________________________________________ EZ1007 LAPLACE CORR- -7.14 (seconds) DEFLEC99 EZ1007 GEOID HEIGHT- -32.98 (meters) GEOID03 EZ1007 DYNAMIC HT - 107.246 (meters) 351.86 (feet) COMP EZ1007 MODELED GRAV- 979,757.1 (mgal) NAVD 88 EZ1007 EZ1007 HORZ ORDER - SECOND EZ1007 VERT ORDER - SECOND CLASS 0 EZ1007 EZ1007.The North Carolina HARNS have been completed but, EZ1007.due to contractual restrictions, coordinates for these stations EZ1007.will NOT be published in the near future. In the interim, the EZ1007.published coordinates in North Carolina will not be EZ1007.consistent with the Continuously Operating Reference Stations EZ1007.(CORS). The HARN coordinates for these stations are available EZ1007.upon request. Contact Gary Thompson(919-733-3836). EZ1007. EZ1007.In addition, the published North Carolina positions EZ1007.(NAD 83 (1986)) are NOT consistent with those determined in EZ1007.adjacent state readjustments. The discontinuity between stations EZ1007.located in North Carolina and those in adjacent states EZ1007.which have been adjusted to the HARN may be as much as 5 EZ1007.decimeters. This will result in a significant loss of accuracy EZ1007.over lines crossing such state borders. EZ1007 EZ1007 EZ1007.The horizontal coordinates were established by classical geodetic methods EZ1007.and adjusted by the National Geodetic Survey in July 1986. EZ1007 EZ1007.The orthometric height was determined by differential leveling EZ1007.and adjusted by the National Geodetic Survey in June 1991. EZ1007 EZ1007.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1007 EZ1007.The geoid height was determined by GEOID03. EZ1007 EZ1007.The dynamic height is computed by dividing the NAVD 88 EZ1007.geopotential number by the normal gravity value computed on the EZ1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1007.degrees latitude (g = 980.6199 gals.). EZ1007 EZ1007.The modeled gravity was interpolated from observed gravity values. EZ1007 EZ1007; North East Units Scale Factor Converg. EZ1007;SPC NC - 218,785.880 640,970.317 MT 0.99990615 +0 12 00.4 EZ1007;SPC NC - 717,800.01 2,102,916.78 sFT 0.99990615 +0 12 00.4 EZ1007;UTM 17 - 3,955,627.845 712,264.893 MT 1.00015524 +1 22 14.3 EZ1007 EZ1007! - Elev Factor x Scale Factor = Combined Factor EZ1007!SPC NC - 0.99998833 x 0.99990615 = 0.99989448 EZ1007!UTM 17 - 0.99998833 x 1.00015524 = 1.00014357 EZ1007 EZ1007: Primary Azimuth Mark Grid Az EZ1007:SPC NC - CARL 030 46 49.6 EZ1007:UTM 17 - CARL 029 36 35.7 EZ1007 EZ1007|---------------------------------------------------------------------| EZ1007| PID Reference Object Distance Geod. Az | EZ1007| dddmmss.s | EZ1007| EZ1004 CARL APPROX. 0.6 KM 0305850.0 | EZ1007|---------------------------------------------------------------------| EZ1007 EZ1007 SUPERSEDED SURVEY CONTROL EZ1007 EZ1007 NAD 27 - 35 43 17.80745(N) 078 39 12.74682(W) AD( ) 2 EZ1007 NGVD 29 (??/??/92) 107.607 (m) 353.04 (f) ADJ UNCH 2 0 EZ1007 EZ1007.Superseded values are not recommended for survey control. EZ1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1007.See file dsdata.txt to determine how the superseded data were derived. EZ1007 EZ1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1226555628(NAD 83) EZ1007_MARKER: DE = TRAVERSE STATION DISK EZ1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1007_STAMPING: CARTER 1967 EZ1007_MARK LOGO: NCGS EZ1007_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1007+STABILITY: SURFACE MOTION EZ1007 EZ1007 HISTORY - Date Condition Report By EZ1007 HISTORY - 1967 MONUMENTED NCGS EZ1007 HISTORY - 1973 GOOD NCGS EZ1007 HISTORY - 1973 GOOD NCGS EZ1007 HISTORY - 1987 GOOD USPSQD EZ1007 HISTORY - 19940831 SEE DESCRIPTION NCGS EZ1007 HISTORY - 20040731 MARK NOT FOUND USPSQD EZ1007 EZ1007 STATION DESCRIPTION EZ1007 EZ1007'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1007'CARTER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1007'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ1007' EZ1007'CARTER IS 4.1 MILES SOUTH OF THE CENTER OF RALEIGH. TO REACH EZ1007'STATION PROCEED FROM THE DIVISION OF U.S. 401 AND U.S. 70 - NC EZ1007'50 FOR 3.2 MILES SOUTH OF RALEIGH. GO SOUTH ON U.S. 401 FOR EZ1007'0.5 MILE TO STATION. WHICH IS LOCATED 0.7 MILE NORTH OF EZ1007'INTERSECTION OF SR 1006 (STAGE COACH RD.), ON WEST BANK OF EZ1007'U.S. 401 SOUTH BOUND LANE, APPROXIMATELY 225 FT NORTH OF EZ1007'DRIVEWAY TO FOWLERS NURSERY, IN THE NORTHWEST END OF A CLEAR EZ1007'AREA, AND 6 FT SOUTH OF THE NORTHEAST END OF CURVING HEDGE. EZ1007' EZ1007'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1007'CARTER 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1007'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ1007' EZ1007'MARK IS EZ1007' EZ1007'34.2 FT WNW OF C/L OF U.S. 401 S BOUND LANE EZ1007' EZ1007'36.9 FT SW OF S END OF CULVERT OF DRIVEWAY TO ONE STORY EZ1007'FRAME HOUSE EZ1007' EZ1007'20.7 FT SW OF PROPERTY CORNER IRON PIPE EZ1007' EZ1007'30.6 FT S OF 48 INCH OAK TREE WITH ALUMINUM REF. TAG EZ1007' EZ1007'26.5 FT SE OF 12 INCH OAK TREE WITH ALUMINUM REF. TAG EZ1007' EZ1007'60.9 FT NE OF PP 2 85 WITH ALUMINUM REF. TAG EZ1007 EZ1007 STATION RECOVERY (1973) EZ1007 EZ1007'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1007'2.9 MI WNW FROM GARNER. EZ1007'CARTER IS LOCATED APPROXIMATELY 4.1 MILES SOUTH OF CAPITOL SQUARE EZ1007'IN RALEIGH. TO REACH STATION FROM THE INTERSECTION OF SOUTH EZ1007'BOUND LANES OF U.S. 401-U.S. 70 AND NC 50 (JUST SW OF TRYON HILLS EZ1007'SHOPPING CENTER), PROCEED SOUTHERLY ALONG U.S. 401 FOR 0.5 MILES EZ1007'TO STATION ON THE RIGHT, APPROXIMATELY 300 FT NORTH OF FOWLERS EZ1007'NURSERY, AND ACROSS HIGHWAY FROM SOUTHERNMOST DRIVEWAY TO A TWO EZ1007'STORY WHITE FRAME HOUSE, 0.65 MILES NE OF SR 1006 (OLD STAGE EZ1007'ROAD), 34.2 FT WNW OF C/L OF SOUTH BOUND LANE OF U.S. 401, 36.9 EZ1007'FT SW OF S END OF CONCRETE CULVERT UNDER DRIVEWAY TO ONE STORY EZ1007'FRAME HOUSE, 20.7 FT SW OF IRON PIPE PROPERTY CORNER, 30.6 FT EZ1007'S OF 48 IN OAK WITH ALUMINUM REF. TAG, 60.5 FT NE OF PP 285 WITH EZ1007'ALUMINUM REF. TAG, AND 20.5 FT N OF SIGN POST WITH ALUMINUM REF. EZ1007'TAG. DISK IS SET IN CONCRETE CYLINDER 1 INCH BELOW THE SURFACE EZ1007'OF THE GROUND. EZ1007 EZ1007 STATION RECOVERY (1973) EZ1007 EZ1007'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1007'LOCATED APPROXIMATELY 4.1 MILES SOUTH OF CAPITOL SQUARE IN RALEIGH. TO EZ1007'REACH STATION FROM THE INTERSECTION OF SOUTH BOUND LANES OF US 401-US EZ1007'70 AND NC 50 (JUST SW OF TRYON HILLS SHOPPING CENTER), PROCEED EZ1007'SOUTHERLY ALONG US 401 FOR 0.5 MILES TO STATION ON THE RIGHT, EZ1007'APPROXIMATELY 300 FT. NORTH OF FOWLERS NURSERY, AND ACROSS HIGHWAY EZ1007'FROM SOUTHERNMOST DRIVEWAY TO A TWO STORY WHITE FRAME HOUSE, 0.65 EZ1007'MILES NE OF SR 1006 (OLD STAGE ROAD). 34.2 FT. WNW OF C/L OF SOUTH EZ1007'BOUND LANE OF US 401, 36.9 FT. SW OF S END OF CONCRETE CULVERT UNDER EZ1007'DRIVEWAY TO ONE STORY FRAME HOUSE, 20.7 FT. SW OF IRON PIPE PROPERTY EZ1007'CORNER, 30.6 FT. S OF 48 IN. OAK WITH ALUMINUM REF. TAG, 60.5 FT. NE EZ1007'OF PP NO. 285 WITH ALUMINUM REF. TAG, AND 20.5 FT. N OF SIGN POST WITH EZ1007'ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER 1 INCH BELOW THE EZ1007'SURFACE OF THE GROUND. EZ1007 EZ1007 STATION RECOVERY (1987) EZ1007 EZ1007'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ1007'RECOVERED IN GOOD CONDITION. EZ1007 EZ1007 STATION RECOVERY (1994) EZ1007 EZ1007'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (JGG) EZ1007'MARK WAS SEARCHED FOR BUT NOT FOUND--PROBABLY DESTROYED BY EZ1007'CONSTRUCTION OF THE ENTRANCE TO A KMART. EZ1007 EZ1007 STATION RECOVERY (2004) EZ1007 EZ1007'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM) EZ1007'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5442 *********************************************************************** EZ5442 DESIGNATION - CARY EZ5442 PID - EZ5442 EZ5442 STATE/COUNTY- NC/WAKE EZ5442 USGS QUAD - CARY (1993) EZ5442 EZ5442 *CURRENT SURVEY CONTROL EZ5442 ___________________________________________________________________ EZ5442* NAD 83(1986)- 35 46 57.90430(N) 078 46 52.45854(W) ADJUSTED EZ5442* NAVD 88 - 155. (meters) 509. (feet) SCALED EZ5442 ___________________________________________________________________ EZ5442 LAPLACE CORR- -6.34 (seconds) DEFLEC99 EZ5442 GEOID HEIGHT- -32.30 (meters) GEOID03 EZ5442 EZ5442 HORZ ORDER - SECOND EZ5442 EZ5442.The North Carolina HARNS have been completed but, EZ5442.due to contractual restrictions, coordinates for these stations EZ5442.will NOT be published in the near future. In the interim, the EZ5442.published coordinates in North Carolina will not be EZ5442.consistent with the Continuously Operating Reference Stations EZ5442.(CORS). The HARN coordinates for these stations are available EZ5442.upon request. Contact Gary Thompson(919-733-3836). EZ5442. EZ5442.In addition, the published North Carolina positions EZ5442.(NAD 83 (1986)) are NOT consistent with those determined in EZ5442.adjacent state readjustments. The discontinuity between stations EZ5442.located in North Carolina and those in adjacent states EZ5442.which have been adjusted to the HARN may be as much as 5 EZ5442.decimeters. This will result in a significant loss of accuracy EZ5442.over lines crossing such state borders. EZ5442 EZ5442 EZ5442.The horizontal coordinates were established by classical geodetic methods EZ5442.and adjusted by the National Geodetic Survey in July 1986. EZ5442 EZ5442.The orthometric height was scaled from a topographic map. EZ5442 EZ5442.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5442 EZ5442.The geoid height was determined by GEOID03. EZ5442 EZ5442; North East Units Scale Factor Converg. EZ5442;SPC NC - 225,518.789 629,377.833 MT 0.99991544 +0 07 34.5 EZ5442;SPC NC - 739,889.56 2,064,883.77 sFT 0.99991544 +0 07 34.5 EZ5442;UTM 17 - 3,962,123.824 700,534.715 MT 1.00009556 +1 17 52.0 EZ5442 EZ5442! - Elev Factor x Scale Factor = Combined Factor EZ5442!SPC NC - 0.99998078 x 0.99991544 = 0.99989622 EZ5442!UTM 17 - 0.99998078 x 1.00009556 = 1.00007634 EZ5442 EZ5442|---------------------------------------------------------------------| EZ5442| PID Reference Object Distance Geod. Az | EZ5442| dddmmss.s | EZ5442| EZ5443 CARY RM 10.623 METERS 14824 | EZ5442|---------------------------------------------------------------------| EZ5442 EZ5442 SUPERSEDED SURVEY CONTROL EZ5442 EZ5442 NAD 27 - 35 46 57.34500(N) 078 46 53.44100(W) AD( ) 2 EZ5442 EZ5442.Superseded values are not recommended for survey control. EZ5442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5442.See file dsdata.txt to determine how the superseded data were derived. EZ5442 EZ5442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0053562124(NAD 83) EZ5442_MARKER: Z = SEE DESCRIPTION EZ5442_SETTING: 0 = UNSPECIFIED SETTING EZ5442_MARK LOGO: CGS EZ5442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ5442 EZ5442 HISTORY - Date Condition Report By EZ5442 HISTORY - 1918 MONUMENTED CGS EZ5442 HISTORY - 1933 MARK NOT FOUND CGS EZ5442 HISTORY - 1939 MARK NOT FOUND CGS EZ5442 EZ5442 STATION DESCRIPTION EZ5442 EZ5442'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MS) EZ5442'ON TOP OF CARY HIGH SCHOOL BUILDING AT CARY, AT ABOUT MIDDLE POINT OF EZ5442'NORTH BAY OF ROOF, 1-1/4 METERS (4 FEET) FROM NORTH END, AND 1-1/2 EZ5442'METERS (5 FEET) EAST OF FLAGPOLE. EZ5442'STATION MARK (NOT DESCRIBED) WAS NOT RECOVERED IN 1933, EZ5442'AS IT EVIDENTLY HAD BEEN COVERED BY NEW ROOF. EZ5442' EZ5442'CARY REFERENCE MARK (SEE DESCRIPTION THEREOF)IS 10.600 EZ5442'METERS (34.78 FEET) FROM STATION S 31 DEG 35 MIN E. EZ5442' EZ5442'STATION CARY HIGH (SEE DESCRIPTION THEREOF) WAS ESTABLISHED EZ5442'IN 1933 IN ENCLOSURE BEHIND MAIN SCHOOL BUILDING. EZ5442 EZ5442 STATION RECOVERY (1933) EZ5442 EZ5442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (FDH) EZ5442'THE ORIGINAL STATION AS DESCRIBED BY M.S. 1918 COULD NOT BE FOUND. EZ5442'IT HAS EVIDENTLY BEEN COVERED BY NEW ROOFING ON SCHOOL BUILDING. EZ5442' EZ5442'THE REFERENCE MARK WAS RECOVERED IN GOOD CONDITION. EZ5442'IT IS A STANDARD REFERENCE MARK DISK EZ5442'SET VERTICALLY 2 FEET ABOVE THE ROOF IN THE EZ5442'NORTH FACE OF THE EAST CHIMNEY ON THE MAIN BLDG OF THE GROUP OF EZ5442'BUILDINGS OF THE CARY HIGH SCHOOL. EZ5442' EZ5442'THE REFERENCE MARK WAS TIED BY TRAVERSE TO STATION CARY HIGH EZ5442'WHICH IS IN THE ENCLOSURE BEHIND THE MAIN SCHOOL BUILDING. EZ5442 EZ5442 STATION RECOVERY (1939) EZ5442 EZ5442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 EZ5442'TELEGRAM OF W.L. JEWELL, SANFORD, N.C., DATED JANUARY 14,1939-- EZ5442' EZ5442'CARY HIGH SCHOOL BUILDING TO BE RAZED AND REFERENCE MARK DESTROYED. EZ5442' EZ5442'PERMISSION GRANTED TO DESTROY MARK JANUARY 16, 1939. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5415 *********************************************************************** EZ5415 DESIGNATION - CARY HIGH EZ5415 PID - EZ5415 EZ5415 STATE/COUNTY- NC/WAKE EZ5415 USGS QUAD - CARY (1993) EZ5415 EZ5415 *CURRENT SURVEY CONTROL EZ5415 ___________________________________________________________________ EZ5415* NAD 83(1986)- 35 46 56.86690(N) 078 46 52.93605(W) ADJUSTED EZ5415* NAVD 88 - 158. (meters) 518. (feet) SCALED EZ5415 ___________________________________________________________________ EZ5415 LAPLACE CORR- -6.34 (seconds) DEFLEC99 EZ5415 GEOID HEIGHT- -32.30 (meters) GEOID03 EZ5415 EZ5415 HORZ ORDER - FIRST EZ5415 EZ5415.The North Carolina HARNS have been completed but, EZ5415.due to contractual restrictions, coordinates for these stations EZ5415.will NOT be published in the near future. In the interim, the EZ5415.published coordinates in North Carolina will not be EZ5415.consistent with the Continuously Operating Reference Stations EZ5415.(CORS). The HARN coordinates for these stations are available EZ5415.upon request. Contact Gary Thompson(919-733-3836). EZ5415. EZ5415.In addition, the published North Carolina positions EZ5415.(NAD 83 (1986)) are NOT consistent with those determined in EZ5415.adjacent state readjustments. The discontinuity between stations EZ5415.located in North Carolina and those in adjacent states EZ5415.which have been adjusted to the HARN may be as much as 5 EZ5415.decimeters. This will result in a significant loss of accuracy EZ5415.over lines crossing such state borders. EZ5415 EZ5415 EZ5415.The horizontal coordinates were established by classical geodetic methods EZ5415.and adjusted by the National Geodetic Survey in July 1986. EZ5415 EZ5415.The orthometric height was scaled from a topographic map. EZ5415 EZ5415.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5415 EZ5415.The geoid height was determined by GEOID03. EZ5415 EZ5415; North East Units Scale Factor Converg. EZ5415;SPC NC - 225,486.791 629,365.912 MT 0.99991539 +0 07 34.3 EZ5415;SPC NC - 739,784.58 2,064,844.66 sFT 0.99991539 +0 07 34.3 EZ5415;UTM 17 - 3,962,091.584 700,523.449 MT 1.00009550 +1 17 51.7 EZ5415 EZ5415! - Elev Factor x Scale Factor = Combined Factor EZ5415!SPC NC - 0.99998031 x 0.99991539 = 0.99989570 EZ5415!UTM 17 - 0.99998031 x 1.00009550 = 1.00007581 EZ5415 EZ5415: Primary Azimuth Mark Grid Az EZ5415:SPC NC - CARY MUNICIPAL TANK 013 36 38.6 EZ5415:UTM 17 - CARY MUNICIPAL TANK 012 26 21.2 EZ5415 EZ5415|---------------------------------------------------------------------| EZ5415| PID Reference Object Distance Geod. Az | EZ5415| dddmmss.s | EZ5415| EZ5416 CARY MUNICIPAL TANK 410.597 METERS 0134412.9 | EZ5415| EZ5443 CARY RM 28.876 METERS 03727 | EZ5415| EZ6106 CARY HIGH RM 1 AZIMUTH 0593556.6 | EZ5415| EZ5147 RALEIGH MEREDITH COLL TANK APPROX. 8.7 KM 0763321.2 | EZ5415| EZ5146 RALEIGH MEREDITH COLL TALL STK APPROX. 8.6 KM 0765215.9 | EZ5415| EZ5144 RALEIGH KELLY TRAINING SCH TK APPROX. 7.9 KM 0812544.7 | EZ5415| EZ5149 RALEIGH NC STATE COLL STACK APPROX.10.3 KM 0883930.2 | EZ5415| EZ5139 RALEIGH CAROLINA HOTEL REV BCN APPROX.12.5 KM 0915526.2 | EZ5415| EZ5141 RALEIGH DIX HILL ST HOSP STACK APPROX.11.4 KM 0974825.0 | EZ5415| EZ6107 CARY HIGH RM 2 78.928 METERS 10322 | EZ5415| EZ6108 CARY HIGH RM 3 19954 | EZ5415| EZ5313 APEX MUNICIPAL TANK APPROX. 8.5 KM 2274454.2 | EZ5415|---------------------------------------------------------------------| EZ5415 EZ5415 SUPERSEDED SURVEY CONTROL EZ5415 EZ5415 NAD 27 - 35 46 56.32500(N) 078 46 53.91600(W) AD( ) 1 EZ5415 EZ5415.Superseded values are not recommended for survey control. EZ5415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5415.See file dsdata.txt to determine how the superseded data were derived. EZ5415 EZ5415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0052362092(NAD 83) EZ5415_MARKER: DS = TRIANGULATION STATION DISK EZ5415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5415_STAMPING: CARY HIGH 1933 EZ5415_MARK LOGO: CGS EZ5415 EZ5415 HISTORY - Date Condition Report By EZ5415 HISTORY - 1933 MONUMENTED CGS EZ5415 HISTORY - 1939 SEE DESCRIPTION CGS EZ5415 HISTORY - 1963 SEE DESCRIPTION CGS EZ5415 HISTORY - 20030307 MARK NOT FOUND USPSQD EZ5415 EZ5415 STATION DESCRIPTION EZ5415 EZ5415'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH) EZ5415'IN THE CITY OF CARY, IN AREA ENCLOSED BY A GROUP OF BUILDINGS EZ5415'OF THE CARY HIGH SCHOOL, IN FRONT OF WEST REAR DOOR OF MAIN EZ5415'HIGH-SCHOOL BUILDING, 50 FEET SOUTH OF SOUTH SIDE OF BUILDING, EZ5415'63.3 FEET SOUTHEAST OF SOUTHWEST CORNER OF BUILDING AND EZ5415'111.2 SOUTH-SOUTHWEST OF SOUTHEAST CORNER OF BUILDING. EZ5415'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION EZ5415'MARKS IN CONCRETE. EZ5415'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE. EZ5415' EZ5415'REFERENCE MARK NO. 1 IS 25 FEET EAST OF EZ5415'CENTER LINE OF FIRST STREET EAST OF HIGH SCHOOL, ABOUT 0.1 EZ5415'MILE NORTH OF STREET RUNNING EAST FROM HIGH SCHOOL, AND EZ5415'APPROXIMATELY 0.25 MILE FROM N 59 DEG 35 MIN E. EZ5415' EZ5415'REFERENCE MARK NO. 2 IS AT EAST EDGE OF DRIVE INTO GROUNDS, EZ5415'18 FEET EAST-NORTHEAST OF NORTHEAST CORNER OF MARCUS DRY EZ5415'BUILDING, AND 258.95 FEET FROM STATION S 76 DEG 38 MIN E. EZ5415' EZ5415'REFERENCE MARK NO. 3 IS 3 FEET NORTH-NORTHEAST OF EZ5415'NORTHEAST CORNER OF GYMNASIUM, AND 141.00 FEET EZ5415'FROM STATION S 19 DEG 54 MIN W. EZ5415' EZ5415'CARY REFERENCE MARK IS 28.868 METERS (94.71 FEET) EZ5415'FROM STATION N 37 DEG 27 MIN E. EZ5415 EZ5415 STATION RECOVERY (1939) EZ5415 EZ5415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (WLJ) EZ5415'TELEGRAM OF W. L. JEWELL, SANFORD, N.C., DATED OCT. 6TH, 1939-- EZ5415' EZ5415'STATION CARY HIGH, CARY, N.C. IN WAY OF STEPS OF ADDITIONAL EZ5415'CONSTRUCTION. EZ5415' EZ5415'RECEIVED TRIANGULATION STATION MARK EZ5415'STAMPED---CARY HIGH 1933---. OCTOBER 13, 1939. EZ5415 EZ5415 STATION RECOVERY (1963) EZ5415 EZ5415'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELJ) EZ5415'STATION WAS REPORTED DESTROYED AND THE DISK RECEIVED IN THE EZ5415'WASHINGTON OFFICE OCTOBER 13, 1939. THE STATE HIGHWAY EZ5415'COMMISSION REQUESTED A MARK BE RE-ESTABLISHED PRIOR TO EZ5415'HIGHWAY IMPROVEMENT AND UPON INVESTIGATION IT WAS FOUND THAT EZ5415'THE MARK REFERRED TO WAS EZ5415'STAMPED---CARY HIGH NO 1 1933---. SINCE THIS MARK EZ5415'WAS NOT VISIBLE FROM CARY HIGH 2 1957 IT WAS DESTROYED AT THIS EZ5415'TIME. EZ5415 EZ5415 STATION RECOVERY (2003) EZ5415 EZ5415'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ5415'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0662 *********************************************************************** EZ0662 DESIGNATION - CARY HIGH 2 EZ0662 PID - EZ0662 EZ0662 STATE/COUNTY- NC/WAKE EZ0662 USGS QUAD - CARY (1993) EZ0662 EZ0662 *CURRENT SURVEY CONTROL EZ0662 ___________________________________________________________________ EZ0662* NAD 83(1986)- 35 46 58.51052(N) 078 46 51.00879(W) ADJUSTED EZ0662* NAVD 88 - 157.786 (meters) 517.67 (feet) ADJUSTED EZ0662 ___________________________________________________________________ EZ0662 LAPLACE CORR- -6.36 (seconds) DEFLEC99 EZ0662 GEOID HEIGHT- -32.30 (meters) GEOID03 EZ0662 DYNAMIC HT - 157.651 (meters) 517.23 (feet) COMP EZ0662 MODELED GRAV- 979,777.6 (mgal) NAVD 88 EZ0662 EZ0662 HORZ ORDER - SECOND EZ0662 VERT ORDER - FIRST CLASS I EZ0662 EZ0662.The North Carolina HARNS have been completed but, EZ0662.due to contractual restrictions, coordinates for these stations EZ0662.will NOT be published in the near future. In the interim, the EZ0662.published coordinates in North Carolina will not be EZ0662.consistent with the Continuously Operating Reference Stations EZ0662.(CORS). The HARN coordinates for these stations are available EZ0662.upon request. Contact Gary Thompson(919-733-3836). EZ0662. EZ0662.In addition, the published North Carolina positions EZ0662.(NAD 83 (1986)) are NOT consistent with those determined in EZ0662.adjacent state readjustments. The discontinuity between stations EZ0662.located in North Carolina and those in adjacent states EZ0662.which have been adjusted to the HARN may be as much as 5 EZ0662.decimeters. This will result in a significant loss of accuracy EZ0662.over lines crossing such state borders. EZ0662 EZ0662 EZ0662.The horizontal coordinates were established by classical geodetic methods EZ0662.and adjusted by the National Geodetic Survey in March 1998. EZ0662 EZ0662.The orthometric height was determined by differential leveling EZ0662.and adjusted by the National Geodetic Survey in June 1991. EZ0662.WARNING-Repeat measurements at this control monument indicate possible EZ0662.vertical movement. EZ0662 EZ0662.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0662 EZ0662.The geoid height was determined by GEOID03. EZ0662 EZ0662.The dynamic height is computed by dividing the NAVD 88 EZ0662.geopotential number by the normal gravity value computed on the EZ0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0662.degrees latitude (g = 980.6199 gals.). EZ0662 EZ0662.The modeled gravity was interpolated from observed gravity values. EZ0662 EZ0662; North East Units Scale Factor Converg. EZ0662;SPC NC - 225,537.552 629,414.198 MT 0.99991546 +0 07 35.4 EZ0662;SPC NC - 739,951.12 2,065,003.08 sFT 0.99991546 +0 07 35.4 EZ0662;UTM 17 - 3,962,143.330 700,570.695 MT 1.00009574 +1 17 52.8 EZ0662 EZ0662! - Elev Factor x Scale Factor = Combined Factor EZ0662!SPC NC - 0.99998031 x 0.99991546 = 0.99989577 EZ0662!UTM 17 - 0.99998031 x 1.00009574 = 1.00007604 EZ0662 EZ0662: Primary Azimuth Mark Grid Az EZ0662:SPC NC - RALEIGH 2 092 42 55.8 EZ0662:UTM 17 - RALEIGH 2 091 32 38.4 EZ0662 EZ0662|---------------------------------------------------------------------| EZ0662| PID Reference Object Distance Geod. Az | EZ0662| dddmmss.s | EZ0662| EZ5416 CARY MUNICIPAL TANK 351.640 METERS 00802 | EZ0662| EZ5418 CARY TAYLOR BISCUIT CO TANK APPROX. 1.2 KM 0402031.4 | EZ0662| EZ5417 CARY RADIO WPTF TALLEST MAST APPROX. 2.2 KM 0583027.8 | EZ0662| EZ5153 RALEIGH ST HWY PATROL RAD MAST APPROX. 7.1 KM 0750532.2 | EZ0662| EZ5112 ASBURY TV WNAO RAD WKIX MAST APPROX. 3.9 KM 0755611.2 | EZ0662| EZ5154 RALEIGH ST HWY PUB WK COMM TK APPROX. 6.6 KM 0805134.9 | EZ0662| EZ5140 RALEIGH CATERPILLAR CO MAST APPROX. 6.8 KM 0812055.7 | EZ0662| EZ5138 RALEIGH CAR P LT SUB STA MAST APPROX. 8.8 KM 0832650.3 | EZ0662| EZ5155 RALEIGH TV STATION WUNC MAST APPROX. 8.7 KM 0890038.9 | EZ0662| EZ5156 RALEIGH TV WRAL RELAY TOWER APPROX. 9.6 KM 0921241.1 | EZ0662| EZ5166 RALEIGH 2 APPROX.12.8 KM 0925031.2 | EZ0662| EZ5143 RALEIGH INS BUILDING FLAGSTAFF APPROX.12.8 KM 0932820.1 | EZ0662| EZ5151 RALEIGH RADIO STA WLLE MAST APPROX.11.5 KM 1023427.6 | EZ0662| EZ0663 CARY HIGH 2 RM 1 3.047 METERS 14006 | EZ0662| EZ5312 APEX LOOKOUT TOWER APPROX. 8.1 KM 1970228.6 | EZ0662| EZ0661 CARY HIGH 2 RM 2 26.753 METERS 25447 | EZ0662|---------------------------------------------------------------------| EZ0662 EZ0662 SUPERSEDED SURVEY CONTROL EZ0662 EZ0662 NAD 83(1986)- 35 46 58.51018(N) 078 46 51.00872(W) AD( ) 2 EZ0662 NAD 27 - 35 46 57.96921(N) 078 46 51.98937(W) AD( ) 2 EZ0662 NAVD 88 (03/04/92) 157.76 (m) 517.6 (f) LEVELING 3 EZ0662 NGVD 29 (??/??/92) 158.038 (m) 518.50 (f) ADJ UNCH 1 1 EZ0662 EZ0662.Superseded values are not recommended for survey control. EZ0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0662.See file dsdata.txt to determine how the superseded data were derived. EZ0662 EZ0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0057162143(NAD 83) EZ0662_MARKER: DS = TRIANGULATION STATION DISK EZ0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0662_STAMPING: CARY HIGH 2 1957 EZ0662_MARK LOGO: CGS EZ0662_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0662+STABILITY: SURFACE MOTION EZ0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ0662+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2003 EZ0662 EZ0662 HISTORY - Date Condition Report By EZ0662 HISTORY - 1957 MONUMENTED CGS EZ0662 HISTORY - 1967 GOOD CGS EZ0662 HISTORY - 1967 GOOD CGS EZ0662 HISTORY - 1980 GOOD NCGS EZ0662 HISTORY - 1980 GOOD NCGS EZ0662 HISTORY - 19931018 GOOD NCGS EZ0662 HISTORY - 20030307 GOOD USPSQD EZ0662 HISTORY - 20050614 MARK NOT FOUND GEOCAC EZ0662 EZ0662 STATION DESCRIPTION EZ0662 EZ0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE) EZ0662'THE STATION IS LOCATED AT THE CARY HIGH SCHOOL IN THE CITY OF EZ0662'CARY. IT IS 56 FEET NORTHEAST OF THE NORTHEAST CORNER OF EZ0662'THE SCHOOL HOUSE, 50 FEET SOUTH OF THE APPROXIMATE CENTER LINE OF EZ0662'STREET AND 21 FEET EAST OF THE EAST EDGE OF SIDEWALK. THE MARK EZ0662'IS SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS EZ0662'STAMPED---CARY HIGH 2 1957---. EZ0662' EZ0662'REFERENCE MARK NO. 1 IS 56 FEET WEST OF BREEZE ROAD, 31 FEET EZ0662'NORTHWEST OF THE NORTHEAST CORNER OF THE SCHOOL CAFETERIA AND EZ0662'5 FEET SOUTHWEST OF AN OAK TREE. THE MARK IS SET IN A DRILL HOLE EZ0662'IN THE SIDEWALK AND THE DISK IS EZ0662'STAMPED---CARY HIGH 2 NO 1 1957---. EZ0662' EZ0662'REFERENCE MARK NO. 2 IS 64 FEET SOUTHEAST OF THE FLAG POLE AND EZ0662'27 FEET NORTH OF THE SCHOOL HOUSE. THE MARK IS SET IN EZ0662'A DRILL HOLE IN THE SIDEWALK AND THE DISK IS EZ0662'STAMPED---CARY HIGH 2 NO 2 1957---. EZ0662' EZ0662'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND EZ0662'ACADAMY STREET IN CARY, GO SOUTH ON ACADAMY STREET FOR 0.3 EZ0662'MILE TO STATION IN SCHOOL YARD AS DESCRIBED. EZ0662' EZ0662'NO SUITABLE PLACE WAS FOUND TO SET AN AZIMUTH MARK. EZ0662' EZ0662'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. EZ0662 EZ0662 STATION RECOVERY (1967) EZ0662 EZ0662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (GRS) EZ0662'THE STATION MARK, STAMPED---CARY HIGH 2 1957---, IS ABOUT 0.35 EZ0662'MILE SOUTH ALONG SOUTH ACADEMY STREET FROM THE SOUTHERN RAILWAY EZ0662'COMPANY RAILROAD STATION AT CARY, 56-1/2 FEET NORTHEAST OF THE EZ0662'NORTHEAST CORNER OF THE CARY JUNIOR HIGH SCHOOL BUILDING, 125 EZ0662'FEET EAST OF THE EXTENDED CENTERLINE OF THE STREET, 26-1/2 EZ0662'FEET SOUTH OF THE SOUTH CONCRETE CURB OF DRY AVENUE, 39-1/2 EZ0662'FEET SOUTHEAST OF A 32-INCH OAK TREE, 21 FEET EAST OF THE EZ0662'EAST EDGE OF A CONCRETE SIDEWALK, AND SET IN THE TOP OF A EZ0662'CONCRETE POST ABOUT LEVEL WITH THE SURFACE OF THE GROUND. EZ0662' EZ0662'RM 1, STAMPED---CARY HIGH 2 NO 1 1957---, IS 100.00 FEET EZ0662'SOUTHEAST OF THE STATION MARK, 99.8 FEET SOUTHEAST OF THE EZ0662'NORTHEAST CORNER OF THE CARY JUNIOR HIGH SCHOOL BUILDING, EZ0662'189 FEET EAST OF THE EXTENDED CENTERLINE OF THE STREET, SET IN EZ0662'THE TOP OF THE NORTH EDGE OF AN EAST-WEST CONCRETE SIDEWALK, EZ0662'31.5 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE CAFETERIA EZ0662'BUILDING, 5 FEET SOUTHWEST OF AN 18-INCH OAK TREE, AND ABOUT EZ0662'LEVEL WITH THE SCHOOL YARD. EZ0662' EZ0662'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EZ0662'0.35 MILE SOUTH. EZ0662 EZ0662 STATION RECOVERY (1967) EZ0662 EZ0662'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 EZ0662'0.4 MI S FROM CARY. EZ0662'ABOUT 0.35 MILE SOUTH ALONG SOUTH ACADEMY STREET FROM THE EZ0662'SOUTHERN RAILWAY COMPANY RAILROAD STATION AT CARY, 56 1/2 FEET EZ0662'NORTHEAST OF THE NORTHEAST CORNER OF THE CARY JUNIOR HIGH SCHOOL EZ0662'BUILDING, 125 FEET EAST OF THE EXTENDED CENTERLINE OF THE STREET, EZ0662'26 1/2 FEET SOUTH OF THE SOUTH CONCRETE CURB OF DRY AVENUE, EZ0662'39 1/2 FEET SOUTHEAST OF A 32-INCH OAK TREE, 21 FEET EAST OF EZ0662'THE EAST EDGE OF A CONCRETE SIDEWALK, 100.00 FEET NORTHWEST OF EZ0662'CARY HIGH 2 R.M. 1, 87.80 FEET NORTHEAST OF CARY HIGH 2 R.M. 2, EZ0662'AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE EZ0662'SURFACE OF THE GROUND. EZ0662 EZ0662 STATION RECOVERY (1980) EZ0662 EZ0662'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EZ0662'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ0662 EZ0662 STATION RECOVERY (1980) EZ0662 EZ0662'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ0662'RECOVERED IN GOOD CONDITION. EZ0662 EZ0662 STATION RECOVERY (1993) EZ0662 EZ0662'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB) EZ0662'RECOVERED AS DESCRIBED. HIGH SCHOOL HAS CHANGED TO AN ELEMENTARY EZ0662'SCHOOL. EZ0662 EZ0662 STATION RECOVERY (2003) EZ0662 EZ0662'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ0662'RECOVERED IN GOOD CONDITION. EZ0662 EZ0662 STATION RECOVERY (2005) EZ0662 EZ0662'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ0662'MEASURED FROM RM2, FROM SIDEWALK, AND FROM CURB. PROBED AREA TO DEPTH EZ0662'OF THREE INCHES. STATION NOT FOUND. THE 32-INCH OAK TREE HAS BEEN EZ0662'REMOVED. EZ0662' EZ0662'REFERENCE MARK 1 WAS NOT FOUND. THE OLD SIDEWALK HAS BEEN REMOVED AND EZ0662'A NEW SIDEWALK HAS BEEN POURED NEARBY. AN IRON PIPE WITH A CAP STAMPED EZ0662'BNK- WAS FOUND NEAR THE INDICATED LOCATION. THE CAFETERIA BUILDING HAS EZ0662'BEEN DEMOLISHED. EZ0662' EZ0662'RERFERENCE MARK 2 WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ0662' EZ0662' EZ0662' 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5417 *********************************************************************** EZ5417 DESIGNATION - CARY RADIO WPTF TALLEST MAST EZ5417 PID - EZ5417 EZ5417 STATE/COUNTY- NC/WAKE EZ5417 USGS QUAD - CARY (1993) EZ5417 EZ5417 *CURRENT SURVEY CONTROL EZ5417 ___________________________________________________________________ EZ5417* NAD 83(1986)- 35 47 35.34669(N) 078 45 37.19350(W) ADJUSTED EZ5417* NAVD 88 - EZ5417 ___________________________________________________________________ EZ5417 LAPLACE CORR- -6.95 (seconds) DEFLEC99 EZ5417 GEOID HEIGHT- -32.36 (meters) GEOID03 EZ5417 EZ5417 HORZ ORDER - THIRD EZ5417 EZ5417.The North Carolina HARNS have been completed but, EZ5417.due to contractual restrictions, coordinates for these stations EZ5417.will NOT be published in the near future. In the interim, the EZ5417.published coordinates in North Carolina will not be EZ5417.consistent with the Continuously Operating Reference Stations EZ5417.(CORS). The HARN coordinates for these stations are available EZ5417.upon request. Contact Gary Thompson(919-733-3836). EZ5417. EZ5417.In addition, the published North Carolina positions EZ5417.(NAD 83 (1986)) are NOT consistent with those determined in EZ5417.adjacent state readjustments. The discontinuity between stations EZ5417.located in North Carolina and those in adjacent states EZ5417.which have been adjusted to the HARN may be as much as 5 EZ5417.decimeters. This will result in a significant loss of accuracy EZ5417.over lines crossing such state borders. EZ5417 EZ5417 EZ5417.The horizontal coordinates were established by classical geodetic methods EZ5417.and adjusted by the National Geodetic Survey in July 1986. EZ5417 EZ5417 EZ5417.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5417 EZ5417.The geoid height was determined by GEOID03. EZ5417 EZ5417; North East Units Scale Factor Converg. EZ5417;SPC NC - 226,677.059 631,265.087 MT 0.99991713 +0 08 18.0 EZ5417;SPC NC - 743,689.65 2,071,075.54 sFT 0.99991713 +0 08 18.0 EZ5417;UTM 17 - 3,963,320.666 702,398.231 MT 1.00010481 +1 18 37.2 EZ5417 EZ5417 SUPERSEDED SURVEY CONTROL EZ5417 EZ5417 NAD 27 - 35 47 34.80586(N) 078 45 38.17557(W) AD( ) 3 EZ5417 EZ5417.Superseded values are not recommended for survey control. EZ5417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5417.See file dsdata.txt to determine how the superseded data were derived. EZ5417 EZ5417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0239863321(NAD 83) EZ5417_MARKER: 42 = RADIO/TV MAST EZ5417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5417+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2005 EZ5417 EZ5417 HISTORY - Date Condition Report By EZ5417 HISTORY - 1957 FIRST OBSERVED NCGS EZ5417 HISTORY - 1958 GOOD CGS EZ5417 HISTORY - 1984 GOOD NCGS EZ5417 HISTORY - 1985 GOOD USPSQD EZ5417 HISTORY - 1985 GOOD USPSQD EZ5417 HISTORY - 19860615 GOOD NCGS EZ5417 HISTORY - 20030307 GOOD USPSQD EZ5417 HISTORY - 20040329 GOOD USPSQD EZ5417 HISTORY - 20050614 GOOD GEOCAC EZ5417 EZ5417 STATION DESCRIPTION EZ5417 EZ5417'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1957 (JCE) EZ5417'STATION IS LOCATED ALONG U.S. HIGHWAY 1 ABOUT 0.6 MILE EAST OF EZ5417'CARY AND ABOUT 6.2 MILES WEST OF THE CENTER OF RALEIGH. STATION EZ5417'IS OF STEEL CONSTRUCTION PAINTED RED AND WHITE AND HAS A LARGE EZ5417'ANTENNA ATOP TOWER. THE OVERALL HEIGHT OF TOWER AND ANTENNA IS EZ5417'525 FEET. STATION IS ALSO THE TALLEST OF THREE MAST. THE POINT EZ5417'INTERSECTED WAS THE LIGHT ATOP ANTENNA. EZ5417 EZ5417 STATION RECOVERY (1958) EZ5417 EZ5417'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV) EZ5417'STATION RECOVERED AS DESCRIBED. DESCRIPTION ADEQUATE. EZ5417 EZ5417 STATION RECOVERY (1984) EZ5417 EZ5417'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ5417'THE STATION WAS RECOVERED AT THIS DATE. EZ5417'DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING. EZ5417' EZ5417'THE ROAD IS SR 1011 (HILLSBOROUGH ROAD) AND IS NO LONGER US 1 EZ5417'HIGHWAY. EZ5417 EZ5417 STATION RECOVERY (1985) EZ5417 EZ5417'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) EZ5417'RECOVERED IN GOOD CONDITION. EZ5417 EZ5417 STATION RECOVERY (1985) EZ5417 EZ5417'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ5417'RECOVERED IN GOOD CONDITION. EZ5417 EZ5417 STATION RECOVERY (1986) EZ5417 EZ5417'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ5417'RECOVERED AS DESCRIBED. EZ5417 EZ5417 STATION RECOVERY (2003) EZ5417 EZ5417'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ5417'RECOVERED IN GOOD CONDITION. EZ5417 EZ5417 STATION RECOVERY (2004) EZ5417 EZ5417'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM) EZ5417'RECOVERED IN GOOD CONDITION. EZ5417 EZ5417 STATION RECOVERY (2005) EZ5417 EZ5417'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ5417'RECOVERED AS DESCRIBED ON LAND OWNED BY DURHAM LIFE BROADCASTING EZ5417'COMPANY. TALLEST OF THREE TOWERS. EZ5417' 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5443 *********************************************************************** EZ5443 DESIGNATION - CARY RM EZ5443 PID - EZ5443 EZ5443 STATE/COUNTY- NC/WAKE EZ5443 USGS QUAD - CARY (1993) EZ5443 EZ5443 *CURRENT SURVEY CONTROL EZ5443 ___________________________________________________________________ EZ5443* NAD 83(1986)- 35 46 57.61070(N) 078 46 52.23694(W) ADJUSTED EZ5443* NAVD 88 - 155. (meters) 509. (feet) SCALED EZ5443 ___________________________________________________________________ EZ5443 LAPLACE CORR- -6.35 (seconds) DEFLEC99 EZ5443 GEOID HEIGHT- -32.30 (meters) GEOID03 EZ5443 EZ5443 HORZ ORDER - SECOND EZ5443 EZ5443.The North Carolina HARNS have been completed but, EZ5443.due to contractual restrictions, coordinates for these stations EZ5443.will NOT be published in the near future. In the interim, the EZ5443.published coordinates in North Carolina will not be EZ5443.consistent with the Continuously Operating Reference Stations EZ5443.(CORS). The HARN coordinates for these stations are available EZ5443.upon request. Contact Gary Thompson(919-733-3836). EZ5443. EZ5443.In addition, the published North Carolina positions EZ5443.(NAD 83 (1986)) are NOT consistent with those determined in EZ5443.adjacent state readjustments. The discontinuity between stations EZ5443.located in North Carolina and those in adjacent states EZ5443.which have been adjusted to the HARN may be as much as 5 EZ5443.decimeters. This will result in a significant loss of accuracy EZ5443.over lines crossing such state borders. EZ5443 EZ5443 EZ5443.The horizontal coordinates were established by classical geodetic methods EZ5443.and adjusted by the National Geodetic Survey in July 1986. EZ5443 EZ5443.The orthometric height was scaled from a topographic map. EZ5443 EZ5443.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5443 EZ5443.The geoid height was determined by GEOID03. EZ5443 EZ5443; North East Units Scale Factor Converg. EZ5443;SPC NC - 225,509.753 629,383.418 MT 0.99991542 +0 07 34.7 EZ5443;SPC NC - 739,859.91 2,064,902.10 sFT 0.99991542 +0 07 34.7 EZ5443;UTM 17 - 3,962,114.903 700,540.484 MT 1.00009559 +1 17 52.1 EZ5443 EZ5443! - Elev Factor x Scale Factor = Combined Factor EZ5443!SPC NC - 0.99998078 x 0.99991542 = 0.99989620 EZ5443!UTM 17 - 0.99998078 x 1.00009559 = 1.00007637 EZ5443 EZ5443 SUPERSEDED SURVEY CONTROL EZ5443 EZ5443 NAD 27 - 35 46 57.06900(N) 078 46 53.21700(W) AD( ) 2 EZ5443 EZ5443.Superseded values are not recommended for survey control. EZ5443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5443.See file dsdata.txt to determine how the superseded data were derived. EZ5443 EZ5443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0054062115(NAD 83) EZ5443_MARKER: DR = REFERENCE MARK DISK EZ5443_SETTING: 0 = UNSPECIFIED SETTING EZ5443_MARK LOGO: CGS EZ5443_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ5443 EZ5443 HISTORY - Date Condition Report By EZ5443 HISTORY - 1918 MONUMENTED CGS EZ5443 HISTORY - 1933 GOOD CGS EZ5443 EZ5443 STATION DESCRIPTION EZ5443 EZ5443'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 EZ5443'ON TOP OF CARY HIGH SCHOOL BUILDING AT CARY, EZ5443'IN NORTH FACE OF EASTERN CHIMMEY, EZ5443'AND 2 FEET ABOVE ROOF. MARKED BY STANDARD REFERENCE DISK. EZ5443' EZ5443'STATION CARY (SEE DESCRIPTION THEREOF) IS 10.600 METERS (34.78 EZ5443'FEET) FROM STATION N 31 DEG 35 MIN W. EZ5443' EZ5443'STATION CARY HIGH (SEE DESCRIPTION THEREOF) IS 28.868 METERS EZ5443'(94.71 FEET) FROM STATION S 37 DEG 27 MIN W. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5418 *********************************************************************** EZ5418 DESIGNATION - CARY TAYLOR BISCUIT CO TANK EZ5418 PID - EZ5418 EZ5418 STATE/COUNTY- NC/WAKE EZ5418 USGS QUAD - CARY (1993) EZ5418 EZ5418 *CURRENT SURVEY CONTROL EZ5418 ___________________________________________________________________ EZ5418* NAD 83(1986)- 35 47 28.53614(N) 078 46 19.70785(W) ADJUSTED EZ5418* NAVD 88 - EZ5418 ___________________________________________________________________ EZ5418 LAPLACE CORR- -6.66 (seconds) DEFLEC99 EZ5418 GEOID HEIGHT- -32.32 (meters) GEOID03 EZ5418 EZ5418 HORZ ORDER - THIRD EZ5418 EZ5418.The North Carolina HARNS have been completed but, EZ5418.due to contractual restrictions, coordinates for these stations EZ5418.will NOT be published in the near future. In the interim, the EZ5418.published coordinates in North Carolina will not be EZ5418.consistent with the Continuously Operating Reference Stations EZ5418.(CORS). The HARN coordinates for these stations are available EZ5418.upon request. Contact Gary Thompson(919-733-3836). EZ5418. EZ5418.In addition, the published North Carolina positions EZ5418.(NAD 83 (1986)) are NOT consistent with those determined in EZ5418.adjacent state readjustments. The discontinuity between stations EZ5418.located in North Carolina and those in adjacent states EZ5418.which have been adjusted to the HARN may be as much as 5 EZ5418.decimeters. This will result in a significant loss of accuracy EZ5418.over lines crossing such state borders. EZ5418 EZ5418 EZ5418.The horizontal coordinates were established by classical geodetic methods EZ5418.and adjusted by the National Geodetic Survey in July 1986. EZ5418 EZ5418 EZ5418.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5418 EZ5418.The geoid height was determined by GEOID03. EZ5418 EZ5418; North East Units Scale Factor Converg. EZ5418;SPC NC - 226,464.656 630,198.095 MT 0.99991682 +0 07 53.4 EZ5418;SPC NC - 742,992.79 2,067,574.92 sFT 0.99991682 +0 07 53.4 EZ5418;UTM 17 - 3,963,086.442 701,335.609 MT 1.00009953 +1 18 12.1 EZ5418 EZ5418 SUPERSEDED SURVEY CONTROL EZ5418 EZ5418 NAD 27 - 35 47 28.00321(N) 078 46 20.68993(W) AD( ) 3 EZ5418 EZ5418.Superseded values are not recommended for survey control. EZ5418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5418.See file dsdata.txt to determine how the superseded data were derived. EZ5418 EZ5418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0133663086(NAD 83) EZ5418_MARKER: 51 = TANK EZ5418 EZ5418 HISTORY - Date Condition Report By EZ5418 HISTORY - 1957 FIRST OBSERVED NCGS EZ5418 HISTORY - 1958 GOOD CGS EZ5418 HISTORY - 1985 MARK NOT FOUND USPSQD EZ5418 EZ5418 STATION DESCRIPTION EZ5418 EZ5418'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1957 (JCE) EZ5418'THE STATION IS LOCATED IN THE NORTHEAST PART OF CARY. IT IS EZ5418'OF STEEL CONSTRUCTION, PAINTED SILVER AND IS APPROXIMATELY 90 EZ5418'FEET HIGH. THE POINT INTERSECTED WAS THE BALL ON TOP OF THE TANK. EZ5418' EZ5418'TO REACH THE STATION FROM THE POST OFFICE IN CARY, GO EASTERLY EZ5418'ON U.S. HIGHWAY 1 FOR 0.65 MILE, TURN LEFT AND GO THROUGH PARKING EZ5418'LOT FOR 0.05 MILE TO STATION. EZ5418 EZ5418 STATION RECOVERY (1958) EZ5418 EZ5418'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV) EZ5418'STATION RECOVERED AS DESCRIBED. DESCRIPTION ADEQUATE. EZ5418 EZ5418 STATION RECOVERY (1985) EZ5418 EZ5418'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) EZ5418'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6540 *********************************************************************** EZ6540 DESIGNATION - CARYMALL EZ6540 PID - EZ6540 EZ6540 STATE/COUNTY- NC/WAKE EZ6540 USGS QUAD - CARY (1993) EZ6540 EZ6540 *CURRENT SURVEY CONTROL EZ6540 ___________________________________________________________________ EZ6540* NAD 83(1986)- 35 46 51.14181(N) 078 44 59.00723(W) ADJUSTED EZ6540* NAVD 88 - 138.7 (meters) 455. (feet) VERTCON EZ6540 ___________________________________________________________________ EZ6540 LAPLACE CORR- -7.03 (seconds) DEFLEC99 EZ6540 GEOID HEIGHT- -32.44 (meters) GEOID03 EZ6540 EZ6540 HORZ ORDER - SECOND EZ6540 EZ6540.The North Carolina HARNS have been completed but, EZ6540.due to contractual restrictions, coordinates for these stations EZ6540.will NOT be published in the near future. In the interim, the EZ6540.published coordinates in North Carolina will not be EZ6540.consistent with the Continuously Operating Reference Stations EZ6540.(CORS). The HARN coordinates for these stations are available EZ6540.upon request. Contact Gary Thompson(919-733-3836). EZ6540. EZ6540.In addition, the published North Carolina positions EZ6540.(NAD 83 (1986)) are NOT consistent with those determined in EZ6540.adjacent state readjustments. The discontinuity between stations EZ6540.located in North Carolina and those in adjacent states EZ6540.which have been adjusted to the HARN may be as much as 5 EZ6540.decimeters. This will result in a significant loss of accuracy EZ6540.over lines crossing such state borders. EZ6540 EZ6540 EZ6540.The horizontal coordinates were established by classical geodetic methods EZ6540.and adjusted by the National Geodetic Survey in December 1992. EZ6540 EZ6540.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6540 EZ6540.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6540 EZ6540.The geoid height was determined by GEOID03. EZ6540 EZ6540; North East Units Scale Factor Converg. EZ6540;SPC NC - 225,317.112 632,227.324 MT 0.99991513 +0 08 40.0 EZ6540;SPC NC - 739,227.89 2,074,232.48 sFT 0.99991513 +0 08 40.0 EZ6540;UTM 17 - 3,961,980.426 703,388.268 MT 1.00010977 +1 18 58.2 EZ6540 EZ6540! - Elev Factor x Scale Factor = Combined Factor EZ6540!SPC NC - 0.99998332 x 0.99991513 = 0.99989845 EZ6540!UTM 17 - 0.99998332 x 1.00010977 = 1.00009309 EZ6540 EZ6540: Primary Azimuth Mark Grid Az EZ6540:SPC NC - CARY RADIO WPTF TALLEST MAST 324 43 06.8 EZ6540:UTM 17 - CARY RADIO WPTF TALLEST MAST 323 32 48.6 EZ6540 EZ6540|---------------------------------------------------------------------| EZ6540| PID Reference Object Distance Geod. Az | EZ6540| dddmmss.s | EZ6540| EZ5417 CARY RADIO WPTF TALLEST MAST APPROX. 1.7 KM 3245146.8 | EZ6540|---------------------------------------------------------------------| EZ6540 EZ6540 SUPERSEDED SURVEY CONTROL EZ6540 EZ6540 NGVD 29 (12/28/92) 139.0 (m) 456. (f) VERT ANG EZ6540 EZ6540.Superseded values are not recommended for survey control. EZ6540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6540.See file dsdata.txt to determine how the superseded data were derived. EZ6540 EZ6540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0338861980(NAD 83) EZ6540_MARKER: DH = HORIZONTAL CONTROL DISK EZ6540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6540_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6540_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6540+STABILITY: SURFACE MOTION EZ6540 EZ6540 HISTORY - Date Condition Report By EZ6540 HISTORY - 1984 MONUMENTED NCGS EZ6540 EZ6540 STATION DESCRIPTION EZ6540 EZ6540'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6540'THE STATION IS LOCATED ABOUT 2.9 KM (1.8 MI) EAST OF CARY AND 9.7 KM EZ6540'(6.0 MI) WEST OF RALEIGH. EZ6540' EZ6540'TO REACH THE STATION FROM THE SOUTH HILLSBOROUGH ROAD (SR 1011) EZ6540'OVERPASS OF I 40, PROCEED SOUTH FOR 0.8 KM (0.5 MI) ON I 40 TO EXIT EZ6540'NUMBER 291, THENCE SOUTH FOR 0.2 KM (0.15 MI) ON THE EXIT RAMP TO EZ6540'THE STATION ON THE LEFT, ON A PLATEAU ABOVE THE HIGHWAY. EZ6540' EZ6540'THE STATION IS A STANDARD NCGS DISK STAMPED---CARYMALL 1984---, EZ6540'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6540'25 CM IN DIAMETER RECESSED 10 CM BELOW GROUND. LOCATED EZ6540'1.0 METERS (3.4 FT) SOUTH OF A WITNESS POST, EZ6540'77.7 METERS (255 FT) NORTH OF THE CENTERLINE OF THE WESTERN EZ6540'BOULEVARD EXTENSION, EZ6540'28.4 METERS (93.2 FT) WEST OF THE EAST EDGE OF THE PLATEAU, AND EZ6540'81.4 METERS (267.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE EZ6540'BRIDGE OVER I 40. EZ6540' EZ6540'MARK IS 30 FT ABOVE HIGHWAY LEVEL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0828 *********************************************************************** EZ0828 DESIGNATION - CATTLE EZ0828 PID - EZ0828 EZ0828 STATE/COUNTY- NC/WAKE EZ0828 USGS QUAD - WAKE FOREST (1987) EZ0828 EZ0828 *CURRENT SURVEY CONTROL EZ0828 ___________________________________________________________________ EZ0828* NAD 83(1986)- 35 57 29.20118(N) 078 33 53.50295(W) ADJUSTED EZ0828* NAVD 88 - 115.529 (meters) 379.03 (feet) ADJUSTED EZ0828 ___________________________________________________________________ EZ0828 LAPLACE CORR- -6.91 (seconds) DEFLEC99 EZ0828 GEOID HEIGHT- -32.75 (meters) GEOID03 EZ0828 DYNAMIC HT - 115.431 (meters) 378.71 (feet) COMP EZ0828 MODELED GRAV- 979,784.3 (mgal) NAVD 88 EZ0828 EZ0828 HORZ ORDER - SECOND EZ0828 VERT ORDER - SECOND CLASS 0 EZ0828 EZ0828.The North Carolina HARNS have been completed but, EZ0828.due to contractual restrictions, coordinates for these stations EZ0828.will NOT be published in the near future. In the interim, the EZ0828.published coordinates in North Carolina will not be EZ0828.consistent with the Continuously Operating Reference Stations EZ0828.(CORS). The HARN coordinates for these stations are available EZ0828.upon request. Contact Gary Thompson(919-733-3836). EZ0828. EZ0828.In addition, the published North Carolina positions EZ0828.(NAD 83 (1986)) are NOT consistent with those determined in EZ0828.adjacent state readjustments. The discontinuity between stations EZ0828.located in North Carolina and those in adjacent states EZ0828.which have been adjusted to the HARN may be as much as 5 EZ0828.decimeters. This will result in a significant loss of accuracy EZ0828.over lines crossing such state borders. EZ0828 EZ0828 EZ0828.The horizontal coordinates were established by classical geodetic methods EZ0828.and adjusted by the National Geodetic Survey in July 1986. EZ0828 EZ0828.The orthometric height was determined by differential leveling EZ0828.and adjusted by the National Geodetic Survey in June 1991. EZ0828 EZ0828.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0828 EZ0828.The geoid height was determined by GEOID03. EZ0828 EZ0828.The dynamic height is computed by dividing the NAVD 88 EZ0828.geopotential number by the normal gravity value computed on the EZ0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0828.degrees latitude (g = 980.6199 gals.). EZ0828 EZ0828.The modeled gravity was interpolated from observed gravity values. EZ0828 EZ0828; North East Units Scale Factor Converg. EZ0828;SPC NC - 245,039.064 648,853.462 MT 0.99994846 +0 15 04.1 EZ0828;SPC NC - 803,932.33 2,128,780.07 sFT 0.99994846 +0 15 04.1 EZ0828;UTM 17 - 3,982,043.716 719,609.912 MT 1.00019431 +1 25 49.7 EZ0828 EZ0828! - Elev Factor x Scale Factor = Combined Factor EZ0828!SPC NC - 0.99998701 x 0.99994846 = 0.99993547 EZ0828!UTM 17 - 0.99998701 x 1.00019431 = 1.00018132 EZ0828 EZ0828: Primary Azimuth Mark Grid Az EZ0828:SPC NC - HUBERT 009 12 42.2 EZ0828:UTM 17 - HUBERT 008 01 56.6 EZ0828 EZ0828|---------------------------------------------------------------------| EZ0828| PID Reference Object Distance Geod. Az | EZ0828| dddmmss.s | EZ0828| EZ0827 HUBERT APPROX. 1.0 KM 0092746.3 | EZ0828|---------------------------------------------------------------------| EZ0828 EZ0828 SUPERSEDED SURVEY CONTROL EZ0828 EZ0828 NAD 27 - 35 57 28.66707(N) 078 33 54.49606(W) AD( ) 2 EZ0828 NGVD 29 (??/??/92) 115.801 (m) 379.92 (f) ADJ UNCH 2 0 EZ0828 EZ0828.Superseded values are not recommended for survey control. EZ0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0828.See file dsdata.txt to determine how the superseded data were derived. EZ0828 EZ0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1961082044(NAD 83) EZ0828_MARKER: DE = TRAVERSE STATION DISK EZ0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0828_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EZ0828_STAMPING: CATTLE 1970 EZ0828_MARK LOGO: NCGS EZ0828_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0828+STABILITY: SURFACE MOTION EZ0828 EZ0828 HISTORY - Date Condition Report By EZ0828 HISTORY - 1970 MONUMENTED NCGS EZ0828 HISTORY - 1972 GOOD NCGS EZ0828 HISTORY - 19850101 GOOD NCGS EZ0828 HISTORY - 20041122 MARK NOT FOUND USPSQD EZ0828 EZ0828 STATION DESCRIPTION EZ0828 EZ0828'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ0828'CATTLE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0828'VICINITY OF NORTHWEST WAKE COUNTY. EZ0828' EZ0828'CATTLE IS LOCATED APPROXIMATELY 3.4 MILES SOUTHWEST OF WAKE FOREST EZ0828'AND 1.5 MILES NORTH OF FALLS. TO REACH STATION PROCEED FROM THE EZ0828'INTERSECTION OF US 1 AND NC 98, GO WEST ON NC 98 FOR 1.35 MILES EZ0828'TO INTERSECTION OF NC 98 AND SR 2000, TURN LEFT ON SR 2000 AND GO EZ0828'0.8 MILE TO STATION ON RIGHT, ACROSS FROM LANE LEADING TO EZ0828'HOME OF MR. ALLEN. EZ0828' EZ0828'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ0828'CATTLE 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ0828'IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0828' EZ0828'MARK IS-- EZ0828'29.4 FEET ESE OF C/L OF SR 2000. EZ0828'13.0 FEET N OF ALUMINUM REF. TAG ON PP NO. 74. EZ0828'8.2 FEET NE OF ALUMINUM REF. TAG ON FENCE POST. EZ0828'7.5 FEET ESE OF ALUMINUM REF. TAG ON FENCE POST. EZ0828'14.1 FEET N OF FENCE INTERSECTION. EZ0828 EZ0828 STATION RECOVERY (1972) EZ0828 EZ0828'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0828'1.5 MI N FROM FALLS. EZ0828'STATION IS 1.5 MI. N OF FALLS AND 3.4 MI. SW OF WAKE FOREST, EZ0828'FROM INTERSECTION OF U.S. 1 AND NC 98 GO W ON NC 98 FOR 1.35 EZ0828'MILES TO INTERSECTION OF NC 98 AND SR 2000, TURN LEFT ON SR 2000 EZ0828'AND GO 0.8 MI. TO STATION ON RIGHT, ACROSS FROM LANE LEADING TO EZ0828'HOME OF MR. ALLEN, 29.4 FT ESE OF C/L OF SR 2000, 13.0 FT N OF EZ0828'ALUM. REF. TAG ON PP 74, 8.2 FT NE OF ALUM. REF. TAG ON FENCE POST, EZ0828'7.5 FT ESE OF ALUM. REF. TAG ON FENCE POST AND 14.1 FT N OF FENCE EZ0828'INTERSECTION. STATION IS FLUSH WITH GROUND. EZ0828 EZ0828 STATION RECOVERY (1985) EZ0828 EZ0828'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0828'RECOVERED WITH CHANGES NOTED BELOW--LINE OF SIGHT IS BLOCKED TO EZ0828'STATION HUBERT. A NEW DESCRIPITON FOLLOWS. STATION IS LOCATED ABOUT EZ0828'2.4 KM (1.50 MI) NORTH OF FALLS, AND 5.5 KM (3.40 MI) SOUTHWEST OF EZ0828'WAKE FOREST. PROCEED ALONG NC 98 FOR 1.13 KM (0.70 MI) WEST-SOUTHWEST EZ0828'FROM THE US 1 OVERPASS TO SR 1967 (OLD NC 98), THENCE SOUTHWEST ALONG EZ0828'SR 1967 FOR 1.3 KM (0.80 MI) TO SR 2000, THENCE SOUTH ALONG SR 2000 EZ0828'FOR 1.3 KM (0.80 MI) TO THE STATION, ON THE RIGHT, ACROSS FROM A DIRT EZ0828'FARM ROAD. MARK IS LOCATED 9.0 M (29.5 FT) WEST-NORTHWEST OF THE EZ0828'CENTERLINE OF THE ROAD, 1.5 M (4.9 FT) SOUTHEAST OF A FENCE LINE, 17.8 EZ0828'M (58.4 FT) NORTHEAST OF A TELEPHONE PEDESTAL (R23N)--AND 2.1 M (6.9 EZ0828'FT) EAST OF A FENCE POST, 33.0 M (108.3 FT) NORTH OF A POWER EZ0828'POLE--BOTH WITH REFERENCE TAGS. MARK IS FLUSH WITH GROUND AND ABOUT 2 EZ0828'FEET (0.6 M) HIGHER THAN THE ROAD. EZ0828 EZ0828 STATION RECOVERY (2004) EZ0828 EZ0828'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ0828'ONLY THE PP 108FT AWAY IS LEFT WITH REFERENCE TAG, MAJOR BUILDING AND EZ0828'ROAD CONSTRUCTION, FOUND LARGE HOLE 15INCHES X 15 INCHES X20 INCHES EZ0828'WHERE MARKER SHOULD BE LOCATED 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6487 *********************************************************************** EZ6487 DESIGNATION - CENTENNIAL EZ6487 PID - EZ6487 EZ6487 STATE/COUNTY- NC/WAKE EZ6487 USGS QUAD - RALEIGH WEST (1988) EZ6487 EZ6487 *CURRENT SURVEY CONTROL EZ6487 ___________________________________________________________________ EZ6487* NAD 83(1986)- 35 46 28.01012(N) 078 40 37.94852(W) ADJUSTED EZ6487* NAVD 88 - 111.8 (meters) 367. (feet) VERT ANG EZ6487 ___________________________________________________________________ EZ6487 LAPLACE CORR- -7.02 (seconds) DEFLEC99 EZ6487 GEOID HEIGHT- -32.76 (meters) GEOID03 EZ6487 EZ6487 HORZ ORDER - SECOND EZ6487 EZ6487.The North Carolina HARNS have been completed but, EZ6487.due to contractual restrictions, coordinates for these stations EZ6487.will NOT be published in the near future. In the interim, the EZ6487.published coordinates in North Carolina will not be EZ6487.consistent with the Continuously Operating Reference Stations EZ6487.(CORS). The HARN coordinates for these stations are available EZ6487.upon request. Contact Gary Thompson(919-733-3836). EZ6487. EZ6487.In addition, the published North Carolina positions EZ6487.(NAD 83 (1986)) are NOT consistent with those determined in EZ6487.adjacent state readjustments. The discontinuity between stations EZ6487.located in North Carolina and those in adjacent states EZ6487.which have been adjusted to the HARN may be as much as 5 EZ6487.decimeters. This will result in a significant loss of accuracy EZ6487.over lines crossing such state borders. EZ6487 EZ6487 EZ6487.The horizontal coordinates were established by classical geodetic methods EZ6487.and adjusted by the National Geodetic Survey in March 1992. EZ6487 EZ6487.The orthometric height was determined by vertical angle observations. EZ6487 EZ6487.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6487 EZ6487.The geoid height was determined by GEOID03. EZ6487 EZ6487; North East Units Scale Factor Converg. EZ6487;SPC NC - 224,623.162 638,785.436 MT 0.99991410 +0 11 10.7 EZ6487;SPC NC - 736,951.16 2,095,748.55 sFT 0.99991410 +0 11 10.7 EZ6487;UTM 17 - 3,961,420.630 709,960.593 MT 1.00014325 +1 21 30.2 EZ6487 EZ6487! - Elev Factor x Scale Factor = Combined Factor EZ6487!SPC NC - 0.99998759 x 0.99991410 = 0.99990169 EZ6487!UTM 17 - 0.99998759 x 1.00014325 = 1.00013084 EZ6487 EZ6487: Primary Azimuth Mark Grid Az EZ6487:SPC NC - RALEIGH CAR P LT SUB STA MAST 342 42 33.3 EZ6487:UTM 17 - RALEIGH CAR P LT SUB STA MAST 341 32 13.8 EZ6487 EZ6487|---------------------------------------------------------------------| EZ6487| PID Reference Object Distance Geod. Az | EZ6487| dddmmss.s | EZ6487| EZ5138 RALEIGH CAR P LT SUB STA MAST APPROX. 2.0 KM 3425344.0 | EZ6487| EZ6441 MISSION 397.647 METERS 34835 | EZ6487| EZ6494 RALEIGH NC EQPT CO RADIO MAST 3513608.5 | EZ6487|---------------------------------------------------------------------| EZ6487 EZ6487 SUPERSEDED SURVEY CONTROL EZ6487 EZ6487.No superseded survey control is available for this station. EZ6487 EZ6487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0996161421(NAD 83) EZ6487_MARKER: DH = HORIZONTAL CONTROL DISK EZ6487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6487_SP_SET: CONCRETE POST EZ6487_STAMPING: CENTENNIAL 1988 EZ6487_MARK LOGO: NCGS EZ6487_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6487+STABILITY: SURFACE MOTION EZ6487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6487+SATELLITE: SATELLITE OBSERVATIONS - 1988 EZ6487 EZ6487 HISTORY - Date Condition Report By EZ6487 HISTORY - 1988 MONUMENTED NCGS EZ6487 EZ6487 STATION DESCRIPTION EZ6487 EZ6487'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ6487'STATION IS LOCATED IN SOUTHWEST RALEIGH ON THE NCSU CENTENNIAL CAMPUS. EZ6487'PROCEED ALONG WESTERN BOULEVARD FOR 2.35 KM (1.46 MI) SOUTHEAST FROM EZ6487'THE BELTLINE-US 1-TO AVENT FERRY ROAD, THENCE SOUTHWEST ALONG AVENT EZ6487'FERRY ROAD FOR 0.8 KM (0.5 MI) TO LAKE RALEIGH ROAD, THENCE SOUTH EZ6487'ALONG LAKE RALEIGH ROAD FOR 0.3 KM (0.2 MI) TO NCSU AGRICULTURAL EZ6487'RESEARCH BUILDING, THENCE EAST ALONG A CONSTRUCTION ROAD TO EZ6487'TRANSMISSION LINE AT A STEEL TRANSMISSION TOWER. EZ6487'STATION IS A STANDARD NCGS DISK STAMPED---CENTENNIAL 1988---, SET IN EZ6487'TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER AND RECESSED 6 CM EZ6487'BELOW GROUND SURFACE. LOCATED 2.9 M (9.5 FT) WEST-SOUTHWEST OF EZ6487'SOUTHEAST LEG OF TRANSMISSION TOWER, 2.4 M (7.9 FT) EAST-SOUTHEAST EZ6487'OF SOUTHWEST LEG OF TRANSMISSION TOWER, 6.5 M (21.3 FT) EZ6487'SOUTH-SOUTHWEST OF NORTHEAST LEG OF TRANSMISSION TOWER, AND 18.3 M EZ6487'(60.0 FT) EAST OF STEEL TRANSMISSION LINE POLE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6541 *********************************************************************** EZ6541 DESIGNATION - CENTRAL EZ6541 PID - EZ6541 EZ6541 STATE/COUNTY- NC/WAKE EZ6541 USGS QUAD - RALEIGH WEST (1988) EZ6541 EZ6541 *CURRENT SURVEY CONTROL EZ6541 ___________________________________________________________________ EZ6541* NAD 83(1986)- 35 45 57.91189(N) 078 44 07.61890(W) ADJUSTED EZ6541* NAVD 88 - 139.3 (meters) 457. (feet) VERTCON EZ6541 ___________________________________________________________________ EZ6541 LAPLACE CORR- -6.95 (seconds) DEFLEC99 EZ6541 GEOID HEIGHT- -32.53 (meters) GEOID03 EZ6541 EZ6541 HORZ ORDER - SECOND EZ6541 EZ6541.The North Carolina HARNS have been completed but, EZ6541.due to contractual restrictions, coordinates for these stations EZ6541.will NOT be published in the near future. In the interim, the EZ6541.published coordinates in North Carolina will not be EZ6541.consistent with the Continuously Operating Reference Stations EZ6541.(CORS). The HARN coordinates for these stations are available EZ6541.upon request. Contact Gary Thompson(919-733-3836). EZ6541. EZ6541.In addition, the published North Carolina positions EZ6541.(NAD 83 (1986)) are NOT consistent with those determined in EZ6541.adjacent state readjustments. The discontinuity between stations EZ6541.located in North Carolina and those in adjacent states EZ6541.which have been adjusted to the HARN may be as much as 5 EZ6541.decimeters. This will result in a significant loss of accuracy EZ6541.over lines crossing such state borders. EZ6541 EZ6541 EZ6541.The horizontal coordinates were established by classical geodetic methods EZ6541.and adjusted by the National Geodetic Survey in December 1992. EZ6541 EZ6541.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6541 EZ6541.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6541 EZ6541.The geoid height was determined by GEOID03. EZ6541 EZ6541; North East Units Scale Factor Converg. EZ6541;SPC NC - 223,680.018 633,522.177 MT 0.99991279 +0 09 09.7 EZ6541;SPC NC - 733,856.86 2,078,480.68 sFT 0.99991279 +0 09 09.7 EZ6541;UTM 17 - 3,960,369.827 704,716.587 MT 1.00011645 +1 19 26.5 EZ6541 EZ6541! - Elev Factor x Scale Factor = Combined Factor EZ6541!SPC NC - 0.99998325 x 0.99991279 = 0.99989604 EZ6541!UTM 17 - 0.99998325 x 1.00011645 = 1.00009969 EZ6541 EZ6541: Primary Azimuth Mark Grid Az EZ6541:SPC NC - RALEIGH STANDPIPE 031 34 24.5 EZ6541:UTM 17 - RALEIGH STANDPIPE 030 24 07.7 EZ6541 EZ6541|---------------------------------------------------------------------| EZ6541| PID Reference Object Distance Geod. Az | EZ6541| dddmmss.s | EZ6541| CS7387 RALEIGH STANDPIPE 0314334.2 | EZ6541| EZ5140 RALEIGH CATERPILLAR CO MAST APPROX. 3.9 KM 0423414.9 | EZ6541| EZ6595 RALEIGH PWR AND LT CO MAST APPROX. 5.6 KM 0585546.5 | EZ6541| EZ6597 RALEIGH NC EQPT CO RADIO MAST APPROX. 5.7 KM 0631807.3 | EZ6541| EZ5155 RALEIGH TV STATION WUNC MAST APPROX. 5.0 KM 0661100.6 | EZ6541| EZ6598 RALEIGH NCSU RADIO STA TWR APPROX. 6.4 KM 0675605.0 | EZ6541| EZ5156 RALEIGH TV WRAL RELAY TOWER APPROX. 5.7 KM 0744656.2 | EZ6541|---------------------------------------------------------------------| EZ6541 EZ6541 SUPERSEDED SURVEY CONTROL EZ6541 EZ6541 NGVD 29 (12/28/92) 139.5 (m) 458. (f) VERT ANG EZ6541 EZ6541.Superseded values are not recommended for survey control. EZ6541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6541.See file dsdata.txt to determine how the superseded data were derived. EZ6541 EZ6541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0471760370(NAD 83) EZ6541_MARKER: DH = HORIZONTAL CONTROL DISK EZ6541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6541_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6541_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6541+STABILITY: SURFACE MOTION EZ6541 EZ6541 HISTORY - Date Condition Report By EZ6541 HISTORY - 1984 MONUMENTED NCGS EZ6541 EZ6541 STATION DESCRIPTION EZ6541 EZ6541'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6541'AND 8.4 KM (5.2 MI) WEST-SOUTHWEST OF RALEIGH. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4434 *********************************************************************** EZ4434 DESIGNATION - CEPHUS EZ4434 PID - EZ4434 EZ4434 STATE/COUNTY- NC/WAKE EZ4434 USGS QUAD - KNIGHTDALE (1993) EZ4434 EZ4434 *CURRENT SURVEY CONTROL EZ4434 ___________________________________________________________________ EZ4434* NAD 83(1986)- 35 49 15.74674(N) 078 29 09.77932(W) ADJUSTED EZ4434* NAVD 88 - 90.8 (meters) 298. (feet) VERTCON EZ4434 ___________________________________________________________________ EZ4434 LAPLACE CORR- -6.59 (seconds) DEFLEC99 EZ4434 GEOID HEIGHT- -33.49 (meters) GEOID03 EZ4434 EZ4434 HORZ ORDER - SECOND EZ4434 EZ4434.The North Carolina HARNS have been completed but, EZ4434.due to contractual restrictions, coordinates for these stations EZ4434.will NOT be published in the near future. In the interim, the EZ4434.published coordinates in North Carolina will not be EZ4434.consistent with the Continuously Operating Reference Stations EZ4434.(CORS). The HARN coordinates for these stations are available EZ4434.upon request. Contact Gary Thompson(919-733-3836). EZ4434. EZ4434.In addition, the published North Carolina positions EZ4434.(NAD 83 (1986)) are NOT consistent with those determined in EZ4434.adjacent state readjustments. The discontinuity between stations EZ4434.located in North Carolina and those in adjacent states EZ4434.which have been adjusted to the HARN may be as much as 5 EZ4434.decimeters. This will result in a significant loss of accuracy EZ4434.over lines crossing such state borders. EZ4434 EZ4434 EZ4434.The horizontal coordinates were established by classical geodetic methods EZ4434.and adjusted by the National Geodetic Survey in July 1986. EZ4434 EZ4434.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4434 EZ4434.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4434 EZ4434.The geoid height was determined by GEOID03. EZ4434 EZ4434; North East Units Scale Factor Converg. EZ4434;SPC NC - 229,865.301 656,041.497 MT 0.99992185 +0 17 47.9 EZ4434;SPC NC - 754,149.74 2,152,362.81 sFT 0.99992185 +0 17 47.9 EZ4434;UTM 17 - 3,967,016.640 727,110.305 MT 1.00023562 +1 28 19.0 EZ4434 EZ4434! - Elev Factor x Scale Factor = Combined Factor EZ4434!SPC NC - 0.99999100 x 0.99992185 = 0.99991285 EZ4434!UTM 17 - 0.99999100 x 1.00023562 = 1.00022662 EZ4434 EZ4434: Primary Azimuth Mark Grid Az EZ4434:SPC NC - MABEL 188 34 07.8 EZ4434:UTM 17 - MABEL 187 23 36.7 EZ4434 EZ4434|---------------------------------------------------------------------| EZ4434| PID Reference Object Distance Geod. Az | EZ4434| dddmmss.s | EZ4434| EZ4445 MABEL APPROX. 1.1 KM 1885155.7 | EZ4434|---------------------------------------------------------------------| EZ4434 EZ4434 SUPERSEDED SURVEY CONTROL EZ4434 EZ4434 NAD 27 - 35 49 15.20728(N) 078 29 10.76872(W) AD( ) 2 EZ4434 NGVD 29 (07/19/86) 91.1 (m) 299. (f) VERT ANG EZ4434 EZ4434.Superseded values are not recommended for survey control. EZ4434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4434.See file dsdata.txt to determine how the superseded data were derived. EZ4434 EZ4434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2711067017(NAD 83) EZ4434_MARKER: DE = TRAVERSE STATION DISK EZ4434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4434_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4434_STAMPING: CEPHUS 1965 EZ4434_MARK LOGO: NCGS EZ4434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4434+STABILITY: SURFACE MOTION EZ4434 EZ4434 HISTORY - Date Condition Report By EZ4434 HISTORY - 1965 MONUMENTED NCGS EZ4434 HISTORY - 20050418 MARK NOT FOUND USPSQD EZ4434 EZ4434 STATION DESCRIPTION EZ4434 EZ4434'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ4434'CEPHUS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ4434'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ4434' EZ4434'CEPHUS IS 9.1 MILES ENE OF RALEIGH AND 2.2 MILES N OF EZ4434'KNIGHTDALE. LOCATED 0.8 MILES N ALONG SR 2228 FROM SR 2049. 1.1 EZ4434'MILES S OF SR 2215. AT CREST OF HILL AND CURVE IN ROAD. ON EZ4434'E SIDE OF SR 2228 AND APPROXIMATELY 50 FT S OF FARM ROAD. EZ4434' EZ4434'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ4434'CEPHUS 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ4434'WHICH IS FLUSH WITH SURFACE OF THE GROUND. EZ4434' EZ4434'MARK IS EZ4434' EZ4434'35.8 FT E OF C/L OF SR 2228 EZ4434' EZ4434'68.4 FT S OF TP 18 WITH ALUMINUM REF. TAG EZ4434' EZ4434'44.7 FT N OF TP 29 WITH ALUMINUM REF. TAG EZ4434' EZ4434'25.6 FT SE OF PIPE UNDER ROAD EZ4434' EZ4434'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ4434 EZ4434 STATION RECOVERY (2005) EZ4434 EZ4434'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ4434'MARK NOT FOUND 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1849 *********************************************************************** EZ1849 DESIGNATION - CHAMBER EZ1849 PID - EZ1849 EZ1849 STATE/COUNTY- NC/WAKE EZ1849 USGS QUAD - ZEBULON (1981) EZ1849 EZ1849 *CURRENT SURVEY CONTROL EZ1849 ___________________________________________________________________ EZ1849* NAD 83(1986)- 35 49 43.21884(N) 078 17 50.84641(W) ADJUSTED EZ1849* NAVD 88 - 90.596 (meters) 297.23 (feet) ADJUSTED EZ1849 ___________________________________________________________________ EZ1849 LAPLACE CORR- -3.42 (seconds) DEFLEC99 EZ1849 GEOID HEIGHT- -34.06 (meters) GEOID03 EZ1849 DYNAMIC HT - 90.516 (meters) 296.97 (feet) COMP EZ1849 MODELED GRAV- 979,752.4 (mgal) NAVD 88 EZ1849 EZ1849 HORZ ORDER - SECOND EZ1849 VERT ORDER - SECOND CLASS I EZ1849 EZ1849.The North Carolina HARNS have been completed but, EZ1849.due to contractual restrictions, coordinates for these stations EZ1849.will NOT be published in the near future. In the interim, the EZ1849.published coordinates in North Carolina will not be EZ1849.consistent with the Continuously Operating Reference Stations EZ1849.(CORS). The HARN coordinates for these stations are available EZ1849.upon request. Contact Gary Thompson(919-733-3836). EZ1849. EZ1849.In addition, the published North Carolina positions EZ1849.(NAD 83 (1986)) are NOT consistent with those determined in EZ1849.adjacent state readjustments. The discontinuity between stations EZ1849.located in North Carolina and those in adjacent states EZ1849.which have been adjusted to the HARN may be as much as 5 EZ1849.decimeters. This will result in a significant loss of accuracy EZ1849.over lines crossing such state borders. EZ1849 EZ1849 EZ1849.The horizontal coordinates were established by classical geodetic methods EZ1849.and adjusted by the National Geodetic Survey in July 1986. EZ1849 EZ1849.The orthometric height was determined by differential leveling EZ1849.and adjusted by the National Geodetic Survey in June 1991. EZ1849 EZ1849.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1849 EZ1849.The geoid height was determined by GEOID03. EZ1849 EZ1849.The dynamic height is computed by dividing the NAVD 88 EZ1849.geopotential number by the normal gravity value computed on the EZ1849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1849.degrees latitude (g = 980.6199 gals.). EZ1849 EZ1849.The modeled gravity was interpolated from observed gravity values. EZ1849 EZ1849; North East Units Scale Factor Converg. EZ1849;SPC NC - 230,816.347 673,076.379 MT 0.99992318 +0 24 19.8 EZ1849;SPC NC - 757,269.97 2,208,251.42 sFT 0.99992318 +0 24 19.8 EZ1849;UTM 17 - 3,968,317.655 744,128.231 MT 1.00033446 +1 34 57.9 EZ1849 EZ1849! - Elev Factor x Scale Factor = Combined Factor EZ1849!SPC NC - 0.99999113 x 0.99992318 = 0.99991431 EZ1849!UTM 17 - 0.99999113 x 1.00033446 = 1.00032558 EZ1849 EZ1849: Primary Azimuth Mark Grid Az EZ1849:SPC NC - GILL 254 39 32.4 EZ1849:UTM 17 - GILL 253 28 54.3 EZ1849 EZ1849|---------------------------------------------------------------------| EZ1849| PID Reference Object Distance Geod. Az | EZ1849| dddmmss.s | EZ1849| EZ4409 PURE 347.565 METERS 08457 | EZ1849| EZ1847 GILL APPROX. 1.3 KM 2550352.2 | EZ1849|---------------------------------------------------------------------| EZ1849 EZ1849 SUPERSEDED SURVEY CONTROL EZ1849 EZ1849 NAD 27 - 35 49 42.66472(N) 078 17 51.85068(W) AD( ) 2 EZ1849 NGVD 29 (??/??/92) 90.882 (m) 298.17 (f) ADJ UNCH 2 1 EZ1849 EZ1849.Superseded values are not recommended for survey control. EZ1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1849.See file dsdata.txt to determine how the superseded data were derived. EZ1849 EZ1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4412868318(NAD 83) EZ1849_MARKER: DE = TRAVERSE STATION DISK EZ1849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1849_SP_SET: CONCRETE POST EZ1849_STAMPING: CHAMBER 1969 EZ1849_MARK LOGO: NCGS EZ1849_PROJECTION: RECESSED 15 CENTIMETERS EZ1849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1849+STABILITY: SURFACE MOTION EZ1849_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ1849+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2005 EZ1849 EZ1849 HISTORY - Date Condition Report By EZ1849 HISTORY - 1969 MONUMENTED NCGS EZ1849 HISTORY - 1978 GOOD NCGS EZ1849 HISTORY - 20050425 GOOD USPSQD EZ1849 EZ1849 STATION DESCRIPTION EZ1849 EZ1849'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ1849'CHAMBER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1849'IN THE VICINITY OF ZEBULON, NORTH CAROLINA. EZ1849' EZ1849'CHAMBER IS LOCATED APPROXIMATELY 1.0 MILE ENE OF ZEBULON. TO EZ1849'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 64 AND NC EZ1849'96 IN ZEBULON, GO EAST ON U.S. 64 FOR 0.05 MILE TO INTERSECTION EZ1849'OF U.S. 64 AND U.S. 264, TURN RIGHT (EAST) ON U.S. 264 FOR 0.95 EZ1849'MILE TO STATION ON SOUTH SIDE OF ROAD AND 0.1 MILE WEST OF EZ1849'INTERSECTION OF U.S. 264 AND NC 97. EZ1849' EZ1849'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1849'CHAMBER 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1849'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ1849' EZ1849'MARK IS EZ1849' EZ1849'26.2 FT S OF C/L OF U.S. 264 EZ1849' EZ1849'37.8 FT E OF TP WITH ALUMINUM REF. TAG EZ1849' EZ1849'77.7 FT NE OF NORTH PP WITH ALUMINUM REF. TAG EZ1849' EZ1849'36.5 FT E OF NCSHC 19-JS-20 (1962) EZ1849' EZ1849'175.6 FT W OF C/L OF DIRT DRIVEWAY EZ1849' EZ1849'84.7 FT W OF SIGN POST WITH ALUMINUM REF. TAG EZ1849' EZ1849'105.2 FT ESE OF SIGN POST WITH ALUMINUM REF. TAG EZ1849 EZ1849 STATION RECOVERY (1978) EZ1849 EZ1849'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EZ1849'1.0 MI ENE FROM ZEBULON. EZ1849'TO REACH THE STATION FROM THE INTERSECTION OF NC 96 ARENDELL AVE. EZ1849'AND NC 97 CANNON AVE. IN ZEBULON, PROCEED EAST ALONG NC 97 FOR 1.0 EZ1849'MILE TO STATION ON SOUTH SIDE OF ROAD, APPROXIMATELY 1500 FT. WEST OF EZ1849'THE US 264 UNDERPASS, 26.2 FT. SOUTH OF CENTERLINE OF NC 97, 37.8 FT. EZ1849'EAST OF TELEPHONE POLE WITH ALUMINUM TAG, 77.7 FT. NORTHEAST OF NORTH EZ1849'POWER POLE WITH ALUMINUM TAG, 36.5 FT. EAST OF NCHC 19 JS 20 1962, EZ1849'32.4 FT. WEST OF CENTERLINE OF DIRT DRIVEWAY, AND 105.2 FT. EAST EZ1849'SOUTHEAST OF SIGN POST WITH ALUMINUM TAG. EZ1849 EZ1849 STATION RECOVERY (2005) EZ1849 EZ1849'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ1849'N 35 49.720 EZ1849'W 078 17.847 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1033 *********************************************************************** EZ1033 DESIGNATION - CHANCIE EZ1033 PID - EZ1033 EZ1033 STATE/COUNTY- NC/WAKE EZ1033 USGS QUAD - ANGIER (1993) EZ1033 EZ1033 *CURRENT SURVEY CONTROL EZ1033 ___________________________________________________________________ EZ1033* NAD 83(1986)- 35 36 28.46013(N) 078 44 41.90602(W) ADJUSTED EZ1033* NAVD 88 - 123.928 (meters) 406.59 (feet) ADJUSTED EZ1033 ___________________________________________________________________ EZ1033 LAPLACE CORR- -4.90 (seconds) DEFLEC99 EZ1033 GEOID HEIGHT- -32.82 (meters) GEOID03 EZ1033 DYNAMIC HT - 123.819 (meters) 406.23 (feet) COMP EZ1033 MODELED GRAV- 979,757.3 (mgal) NAVD 88 EZ1033 EZ1033 HORZ ORDER - SECOND EZ1033 VERT ORDER - SECOND CLASS 0 EZ1033 EZ1033.The North Carolina HARNS have been completed but, EZ1033.due to contractual restrictions, coordinates for these stations EZ1033.will NOT be published in the near future. In the interim, the EZ1033.published coordinates in North Carolina will not be EZ1033.consistent with the Continuously Operating Reference Stations EZ1033.(CORS). The HARN coordinates for these stations are available EZ1033.upon request. Contact Gary Thompson(919-733-3836). EZ1033. EZ1033.In addition, the published North Carolina positions EZ1033.(NAD 83 (1986)) are NOT consistent with those determined in EZ1033.adjacent state readjustments. The discontinuity between stations EZ1033.located in North Carolina and those in adjacent states EZ1033.which have been adjusted to the HARN may be as much as 5 EZ1033.decimeters. This will result in a significant loss of accuracy EZ1033.over lines crossing such state borders. EZ1033 EZ1033 EZ1033.The horizontal coordinates were established by classical geodetic methods EZ1033.and adjusted by the National Geodetic Survey in July 1986. EZ1033 EZ1033.The orthometric height was determined by differential leveling EZ1033.and adjusted by the National Geodetic Survey in June 1991. EZ1033 EZ1033.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1033 EZ1033.The geoid height was determined by GEOID03. EZ1033 EZ1033.The dynamic height is computed by dividing the NAVD 88 EZ1033.geopotential number by the normal gravity value computed on the EZ1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1033.degrees latitude (g = 980.6199 gals.). EZ1033 EZ1033.The modeled gravity was interpolated from observed gravity values. EZ1033 EZ1033; North East Units Scale Factor Converg. EZ1033;SPC NC - 206,128.853 632,706.073 MT 0.99989185 +0 08 49.9 EZ1033;SPC NC - 676,274.41 2,075,803.17 sFT 0.99989185 +0 08 49.9 EZ1033;UTM 17 - 3,942,801.915 704,258.557 MT 1.00011416 +1 18 48.3 EZ1033 EZ1033! - Elev Factor x Scale Factor = Combined Factor EZ1033!SPC NC - 0.99998570 x 0.99989185 = 0.99987755 EZ1033!UTM 17 - 0.99998570 x 1.00011416 = 1.00009986 EZ1033 EZ1033: Primary Azimuth Mark Grid Az EZ1033:SPC NC - NORFOLK 224 15 56.4 EZ1033:UTM 17 - NORFOLK 223 05 58.0 EZ1033 EZ1033|---------------------------------------------------------------------| EZ1033| PID Reference Object Distance Geod. Az | EZ1033| dddmmss.s | EZ1033| EZ1034 NORFOLK APPROX. 1.4 KM 2242446.3 | EZ1033|---------------------------------------------------------------------| EZ1033 EZ1033 SUPERSEDED SURVEY CONTROL EZ1033 EZ1033 NAD 27 - 35 36 27.90306(N) 078 44 42.87313(W) AD( ) 2 EZ1033 NGVD 29 (??/??/92) 124.196 (m) 407.47 (f) ADJ UNCH 2 0 EZ1033 EZ1033.Superseded values are not recommended for survey control. EZ1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1033.See file dsdata.txt to determine how the superseded data were derived. EZ1033 EZ1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0425942802(NAD 83) EZ1033_MARKER: DE = TRAVERSE STATION DISK EZ1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1033_STAMPING: CHANCIE 1967 EZ1033_MARK LOGO: NCGS EZ1033_MAGNETIC: N = NO MAGNETIC MATERIAL EZ1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1033+STABILITY: SURFACE MOTION EZ1033 EZ1033 HISTORY - Date Condition Report By EZ1033 HISTORY - 1967 MONUMENTED NCGS EZ1033 HISTORY - 1972 GOOD NCGS EZ1033 HISTORY - 1973 GOOD NCGS EZ1033 HISTORY - 1973 GOOD NCGS EZ1033 HISTORY - 1987 GOOD USPSQD EZ1033 HISTORY - 19990812 MARK NOT FOUND NCGS EZ1033 EZ1033 STATION DESCRIPTION EZ1033 EZ1033'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1033'CHANCIE IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ1033'ESTABLISHED IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ1033' EZ1033'CHANCIE IS LOCATED APPROXIMATELY 3.9 MILES NORTHEAST OF EZ1033'FUQUAY SPRINGS. TO REACH STATION PROCEED FROM THE INTERSECTION EZ1033'OF NC 55 WITH U.S. 401 AT NORTHEAST SIDE OF FUQUAY-VARINA, EZ1033'GO NORTHEAST ON U.S. 401 FOR 1.1 MILE TO A DIRT FARM ROAD EZ1033'TO NORTHWEST, AND STATION. WHICH IS IN THE NORTHWEST QUADRANT EZ1033'OF INTERSECTION OF DIRT ROAD AND U.S. 401, ON CREST OF HILL, EZ1033'ABOUT 1000 FEET NORTHEAST OF CHANCIE MOORE FARM EQUIPMENT EZ1033'CO., AND IN SOUTHEAST CORNER OF FIELD. EZ1033' EZ1033'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1033'CHANCIE 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ1033'OF WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EZ1033' EZ1033'MARK IS EZ1033' EZ1033'33.1 FT NW OF C/L OF U.S. 401 EZ1033' EZ1033'233.4 FT ENE OF PP WITH ALUMINUM REF. TAG NW OF U.S. 401 EZ1033' EZ1033'213.0 FT SSW OF PP 15 WITH ALUMINUM REF. TAG IN FIELD NW OF EZ1033'U.S. 401 EZ1033' EZ1033'7.3 FT W OF SW END OF CULVERT UNDER DIRT FARM ROAD EZ1033' EZ1033'137.5 FT WSW OF TP 7 WITH TELEPHONE PEDESTAL ON SE SIDE OF EZ1033'U.S. 401, AND WITH ALUMINUM REF. TAG EZ1033 EZ1033 STATION RECOVERY (1972) EZ1033 EZ1033'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ1033'GOOD EZ1033 EZ1033 STATION RECOVERY (1973) EZ1033 EZ1033'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1033'3.6 MI ENE FROM FUQUAY VARINA. EZ1033'CHANCIE IS LOCATED APPROXIMATELY 13.3 MILES SSW OF CAPITOL SQUARE EZ1033'IN RALEIGH. TO REACH STATION FROM INTERSECTION OF U.S. 401, NC EZ1033'55 AND NC 42 APPROXIMATELY 2.5 MILES ENE OF FUQUAY-VARINA, EZ1033'PROCEED NE ALONG U.S. 401 FOR 1.1 MILES TO STATION ON LEFT ON EZ1033'WEST SIDE OF A FARM ROAD LEADING NORTH IN SE CORNER OF A FIELD, EZ1033'0.65 MILES SW OF INTERSECTION WITH SR 2753, ON CREST OF HILL AND EZ1033'ABOUT 1000 FT NE OF REVELS TRACTOR COMPANY, 33.5 FT NW OF C/L OF EZ1033'U.S. 401, 7.5 FT W OF SW END OF CULVERT UNDER FARM ROAD, 137.5 EZ1033'FT WSW OF TP 7 W/TELEPHONE PEDESTAL AND ALUMINUM REF. TAG, EZ1033'213.0 FT SSW OF PP 15 W/ALUMINUM REF. TAG, AND 233.4 FT ENE OF EZ1033'PP W/ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER 3 EZ1033'INCHES BELOW THE SURFACE OF THE GROUND. EZ1033 EZ1033 STATION RECOVERY (1973) EZ1033 EZ1033'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1033'LOCATED APPROXIMATELY 13.3 MILES SSW OF CAPITOL SQUARE IN RALEIGH. TO EZ1033'REACH STATION FROM INTERSECTION OF US 401, NC 55 AND NC 42 EZ1033'APPROXIMATELY 2.5 MILES ENE OF FUQUAY-VARINA, PROCEED NE ALONG US 401 EZ1033'FOR 1.1 MILES TO STATION ON LEFT ON WEST SIDE OF A FARM ROAD LEADING EZ1033'NORTH IN SE CORNER OF A FIELD, 0.65 MILES SW OF INTERSECTION WITH SR EZ1033'2753, ON CREST OF HILL AND ABOUT 1000 FT. NE OF REVELS TRACTOR EZ1033'COMPANY. 33.5 FT. NW OF C/L OF US 401, 7.5 FT. W OF SW END OF CULVERT EZ1033'UNDER FARM ROAD, 137.5 FT. WSW OF TP NO. 7 W/TELEPHONE PEDESTAL AND EZ1033'ALUMINUM REF. TAG, 213.0 FT. SSW OF PP NO. 15 W/ALUMINUM REF. TAG, AND EZ1033'233.4 FT. ENE OF PP W/ALUMINUM REF. THE DISK IS SET IN CONCRETE EZ1033'CYLINDER 3 INCHES BELOW THE SURFACE OF THE GROUND. EZ1033 EZ1033 STATION RECOVERY (1987) EZ1033 EZ1033'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ1033'RECOVERED IN GOOD CONDITION. EZ1033 EZ1033 STATION RECOVERY (1999) EZ1033 EZ1033'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL) EZ1033'STATION NOT FOUND, BELIEVED LOST TO HIGHWAY CONSTRUCTION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2156 *********************************************************************** EZ2156 DESIGNATION - CHANDLER EZ2156 PID - EZ2156 EZ2156 STATE/COUNTY- NC/WAKE EZ2156 USGS QUAD - CARY (1993) EZ2156 EZ2156 *CURRENT SURVEY CONTROL EZ2156 ___________________________________________________________________ EZ2156* NAD 83(1986)- 35 48 51.84760(N) 078 52 16.87520(W) ADJUSTED EZ2156* NAVD 88 - 118.474 (meters) 388.69 (feet) ADJUSTED EZ2156 ___________________________________________________________________ EZ2156 LAPLACE CORR- -5.77 (seconds) DEFLEC99 EZ2156 GEOID HEIGHT- -31.91 (meters) GEOID03 EZ2156 DYNAMIC HT - 118.374 (meters) 388.37 (feet) COMP EZ2156 MODELED GRAV- 979,789.6 (mgal) NAVD 88 EZ2156 EZ2156 HORZ ORDER - SECOND EZ2156 VERT ORDER - SECOND CLASS II EZ2156 EZ2156.The North Carolina HARNS have been completed but, EZ2156.due to contractual restrictions, coordinates for these stations EZ2156.will NOT be published in the near future. In the interim, the EZ2156.published coordinates in North Carolina will not be EZ2156.consistent with the Continuously Operating Reference Stations EZ2156.(CORS). The HARN coordinates for these stations are available EZ2156.upon request. Contact Gary Thompson(919-733-3836). EZ2156. EZ2156.In addition, the published North Carolina positions EZ2156.(NAD 83 (1986)) are NOT consistent with those determined in EZ2156.adjacent state readjustments. The discontinuity between stations EZ2156.located in North Carolina and those in adjacent states EZ2156.which have been adjusted to the HARN may be as much as 5 EZ2156.decimeters. This will result in a significant loss of accuracy EZ2156.over lines crossing such state borders. EZ2156 EZ2156 EZ2156.The horizontal coordinates were established by classical geodetic methods EZ2156.and adjusted by the National Geodetic Survey in July 1986. EZ2156 EZ2156.The orthometric height was determined by differential leveling EZ2156.and adjusted by the National Geodetic Survey in June 1991. EZ2156 EZ2156.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2156 EZ2156.The geoid height was determined by GEOID03. EZ2156 EZ2156.The dynamic height is computed by dividing the NAVD 88 EZ2156.geopotential number by the normal gravity value computed on the EZ2156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2156.degrees latitude (g = 980.6199 gals.). EZ2156 EZ2156.The modeled gravity was interpolated from observed gravity values. EZ2156 EZ2156; North East Units Scale Factor Converg. EZ2156;SPC NC - 229,016.079 621,226.590 MT 0.99992070 +0 04 27.3 EZ2156;SPC NC - 751,363.59 2,038,140.90 sFT 0.99992070 +0 04 27.3 EZ2156;UTM 17 - 3,965,454.236 692,312.371 MT 1.00005575 +1 14 45.5 EZ2156 EZ2156! - Elev Factor x Scale Factor = Combined Factor EZ2156!SPC NC - 0.99998641 x 0.99992070 = 0.99990711 EZ2156!UTM 17 - 0.99998641 x 1.00005575 = 1.00004216 EZ2156 EZ2156: Primary Azimuth Mark Grid Az EZ2156:SPC NC - SWITCH 351 01 46.0 EZ2156:UTM 17 - SWITCH 349 51 27.8 EZ2156 EZ2156|---------------------------------------------------------------------| EZ2156| PID Reference Object Distance Geod. Az | EZ2156| dddmmss.s | EZ2156| EZ2157 SWITCH APPROX. 0.6 KM 3510613.3 | EZ2156|---------------------------------------------------------------------| EZ2156 EZ2156 SUPERSEDED SURVEY CONTROL EZ2156 EZ2156 NAD 27 - 35 48 51.31307(N) 078 52 17.85602(W) AD( ) 2 EZ2156 NGVD 29 (??/??/92) 118.728 (m) 389.53 (f) ADJ UNCH 2 2 EZ2156 EZ2156.Superseded values are not recommended for survey control. EZ2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2156.See file dsdata.txt to determine how the superseded data were derived. EZ2156 EZ2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9231265454(NAD 83) EZ2156_MARKER: DH = HORIZONTAL CONTROL DISK EZ2156_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND EZ2156_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2156_STAMPING: CHANDLER 1961 EZ2156_MARK LOGO: NCGS EZ2156_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ2156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ2156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ2156+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1996 EZ2156 EZ2156 HISTORY - Date Condition Report By EZ2156 HISTORY - 1961 MONUMENTED NCGS EZ2156 HISTORY - 1976 GOOD NCGS EZ2156 HISTORY - 19960314 GOOD NCGS EZ2156 EZ2156 STATION DESCRIPTION EZ2156 EZ2156'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ2156'CHANDLER IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2156'IN THE VICINITY OF DURHAM, NORTH CAROLINA. EZ2156' EZ2156'CHANDLER IS 0.7 MILE SOUTH OF CARPENTER, N.C. AND 2.7 MILES EZ2156'WSW OF MORRISVILLE, N.C. TO REACH THE STATION PROCEED FROM EZ2156'THE INTERSECTION OF SR 1617 AND SR 1002 SOUTH OF CARPENTER, EZ2156'N.C.. GO NORTH ON SR 1617 FOR 0.4 MILE TO STATION. THE EZ2156'STATION IS LOCATED ON THE EAST SHOULDER OF SR 1617 IN FRONT OF EZ2156'WHITE FRAME HOUSE. EZ2156' EZ2156'STATION MARK IS A PRECAST MONUMENT WITH A N.C. TRAVERSE DISK EZ2156'SET IN THE TOP, STAMPED CHANDLER 1961, WHICH IS 2 INCHES BELOW EZ2156'THE SURFACE OF THE GROUND. EZ2156' EZ2156'MARK IS EZ2156' EZ2156'13.6 FT E OF C/L OF SR 1617 EZ2156' EZ2156'7.0 FT NW OF NORTH END OF CULVERT UNDER DRIVEWAY TO HOUSE EZ2156' EZ2156'53.5 FT W OF 6 INCH SPRUCE TREE IN YARD OF WHITE FRAME HOUSE EZ2156'SPRUCE HAS ALUMINUM REF. TAG EZ2156' EZ2156'107.2 FT N OF PP WITH ALUMINUM REF. TAG, SOUTH OF FIELD ROAD EZ2156' EZ2156'90.4 FT SW OF NW CORNER OF WHITE FRAME HOUSE EZ2156 EZ2156 STATION RECOVERY (1976) EZ2156 EZ2156'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2156'0.7 MI S FROM CARPENTER. EZ2156'THE STATION IS 2.7 MILES WSW OF MORRISVILLE. TO REACH STATION FROM EZ2156'THE INTERSECTION OF SR 1617, SR 1623 AND SR 3014 IN CARPENTER, PROCEED EZ2156'SOUTH ALONG SR 1617 FOR 0.4 MILE TO STATION ON LEFT IN FRONT OF A EZ2156'WHITE FRAME HOUSE. 13.6 FT. E OF CENTERLINE OF SR 1617, 7.0 FT. NW OF EZ2156'NORTH END OF CULVERT UNDER DRIVEWAY TO HOUSE, 53.5 FT. W OF 6 INCH EZ2156'SPRUCE WITH ALUMINUM REF. TAG IN YARD OF WHITE FRAME HOUSE, 107.2 FT. EZ2156'N OF POWER POLE WITH ALUMINUM REF. TAG, SOUTH OF FIELD ROAD, 90.4 FT. EZ2156'SW OF NORTHWEST CORNER OF WHITE FRAME HOUSE, 91.2 FT. S OF TELEPHONE EZ2156'JUNCTION BOX AND 105.7 FT. NORTH OF TELEPHONE JUNCTION BOX. DISK IS EZ2156'SET IN TOP OF CONCRETE CYLINDER, 2 INCHES BELOW THE SURFACE OF THE EZ2156'GROUND. EZ2156 EZ2156 STATION RECOVERY (1996) EZ2156 EZ2156'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG) EZ2156'UPDATE AS FOLLOWS--ALONG SR 1617 (CARPENTER-UPCHURCH ROAD) FOR 0.4 MI EZ2156'(0.6 KM) SOUTH FROM SR 3014 (MORRISVILLE-CARPENTER ROAD) . HOUSE NOW EZ2156'PAINTED GREY AND WITH A LARGE 2-STORY BRICK GARAGE ADDITION. MARK IS EZ2156'NOW RECESSED 9-INCHES BELOW GROUND. LOCATED 14.0 FT (4.3 M) NORTH OF EZ2156'THE CENTER OF A CONCRETE DRIVEWAY, 109.9 FT (33.5 M) NORTH OF A EZ2156'TLEPHONE PEDESTAL NO. 4, AND 57.0 FT (17.4 M) NORTHWEST OF A 14-INCH EZ2156'TWIN-TRUNK MAGNOLIA. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7400 *********************************************************************** AE7400 DESIGNATION - CHAP AE7400 PID - AE7400 AE7400 STATE/COUNTY- NC/WAKE AE7400 USGS QUAD - LAKE WHEELER (1993) AE7400 AE7400 *CURRENT SURVEY CONTROL AE7400 ___________________________________________________________________ AE7400* NAD 83(1986)- 35 44 08.21250(N) 078 39 00.55210(W) ADJUSTED AE7400* NAVD 88 - 103.7 (meters) 340. (feet) VERTCON AE7400 ___________________________________________________________________ AE7400 LAPLACE CORR- -7.21 (seconds) DEFLEC99 AE7400 GEOID HEIGHT- -32.96 (meters) GEOID03 AE7400 AE7400 HORZ ORDER - SECOND AE7400 AE7400.The North Carolina HARNS have been completed but, AE7400.due to contractual restrictions, coordinates for these stations AE7400.will NOT be published in the near future. In the interim, the AE7400.published coordinates in North Carolina will not be AE7400.consistent with the Continuously Operating Reference Stations AE7400.(CORS). The HARN coordinates for these stations are available AE7400.upon request. Contact Gary Thompson(919-733-3836). AE7400. AE7400.In addition, the published North Carolina positions AE7400.(NAD 83 (1986)) are NOT consistent with those determined in AE7400.adjacent state readjustments. The discontinuity between stations AE7400.located in North Carolina and those in adjacent states AE7400.which have been adjusted to the HARN may be as much as 5 AE7400.decimeters. This will result in a significant loss of accuracy AE7400.over lines crossing such state borders. AE7400 AE7400 AE7400.The horizontal coordinates were established by classical geodetic methods AE7400.and adjusted by the National Geodetic Survey in March 1998. AE7400 AE7400.The NAVD 88 height was computed by applying the VERTCON shift value to AE7400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7400 AE7400.The Laplace correction was computed from DEFLEC99 derived deflections. AE7400 AE7400.The geoid height was determined by GEOID03. AE7400 AE7400; North East Units Scale Factor Converg. AE7400;SPC NC - 220,323.201 641,246.661 MT 0.99990816 +0 12 06.9 AE7400;SPC NC - 722,843.70 2,103,823.42 sFT 0.99990816 +0 12 06.9 AE7400;UTM 17 - 3,957,170.875 712,509.829 MT 1.00015652 +1 22 22.6 AE7400 AE7400! - Elev Factor x Scale Factor = Combined Factor AE7400!SPC NC - 0.99998891 x 0.99990816 = 0.99989707 AE7400!UTM 17 - 0.99998891 x 1.00015652 = 1.00014542 AE7400 AE7400 SUPERSEDED SURVEY CONTROL AE7400 AE7400 NGVD 29 (03/10/98) 103.9 (m) 341. (f) VERT ANG AE7400 AE7400.Superseded values are not recommended for survey control. AE7400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7400.See file dsdata.txt to determine how the superseded data were derived. AE7400 AE7400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1251057171(NAD 83) AE7400_MARKER: DH = HORIZONTAL CONTROL DISK AE7400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7400_STAMPING: CHAP 1994 AE7400_MARK LOGO: NCGS AE7400_MAGNETIC: N = NO MAGNETIC MATERIAL AE7400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7400+STABILITY: SURFACE MOTION AE7400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE7400+SATELLITE: SATELLITE OBSERVATIONS - 1994 AE7400 AE7400 HISTORY - Date Condition Report By AE7400 HISTORY - 1994 MONUMENTED NCGS AE7400 AE7400 STATION DESCRIPTION AE7400 AE7400'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (JGG) AE7400'STATION IS LOCATED ABOUT 3.2 MI (5.1 KM) SOUTH-SOUTHWEST OF RALEIGH, AE7400'AND 3.2 MI (5.1 KM) NORTHWEST OF GARNER. ALONG US 70 EAST (WILMINGTON AE7400'STREET) FOR 0.6 MI (1.0 KM) NORTH FROM THE US 70/US 401 SOUTH SPLIT, AE7400'AT CHAPANOKE ROAD, IN THE NORTHEAST QUADRANT, IN FRONT OF DUNKIN AE7400'DONUTS. MARK IS FLUSH WITH GROUND AND LEVEL WITH ROAD. LOCATED 42.8 FT AE7400'(13.0 M) SOUTHEAST OF THE CENTERLINE OF US 70 WEST BOUND LANES, 44.0 AE7400'FT (13.4 M) NORTH-NORTHEAST OF THE CENTERLINE OF CHAPANOKE ROAD, 24.3 AE7400'FT (7.4 M) SOUTH OF A WATER VALVE COVER, 42.5 FT (13.0 M) NORTHWEST OF AE7400'THE SOUTHWEST CORNER OF A FENCE, AND 6.2 FT (1.9 M) SOUTHWEST OF A AE7400'POWER POLE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1077 *********************************************************************** EZ1077 DESIGNATION - CHAPEL EZ1077 PID - EZ1077 EZ1077 STATE/COUNTY- NC/WAKE EZ1077 USGS QUAD - RALEIGH WEST (1988) EZ1077 EZ1077 *CURRENT SURVEY CONTROL EZ1077 ___________________________________________________________________ EZ1077* NAD 83(1986)- 35 47 21.49701(N) 078 41 49.17455(W) ADJUSTED EZ1077* NAVD 88 - 132.354 (meters) 434.23 (feet) ADJUSTED EZ1077 ___________________________________________________________________ EZ1077 LAPLACE CORR- -6.79 (seconds) DEFLEC99 EZ1077 GEOID HEIGHT- -32.64 (meters) GEOID03 EZ1077 DYNAMIC HT - 132.240 (meters) 433.86 (feet) COMP EZ1077 MODELED GRAV- 979,768.8 (mgal) NAVD 88 EZ1077 EZ1077 HORZ ORDER - SECOND EZ1077 VERT ORDER - SECOND CLASS 0 EZ1077 EZ1077.The North Carolina HARNS have been completed but, EZ1077.due to contractual restrictions, coordinates for these stations EZ1077.will NOT be published in the near future. In the interim, the EZ1077.published coordinates in North Carolina will not be EZ1077.consistent with the Continuously Operating Reference Stations EZ1077.(CORS). The HARN coordinates for these stations are available EZ1077.upon request. Contact Gary Thompson(919-733-3836). EZ1077. EZ1077.In addition, the published North Carolina positions EZ1077.(NAD 83 (1986)) are NOT consistent with those determined in EZ1077.adjacent state readjustments. The discontinuity between stations EZ1077.located in North Carolina and those in adjacent states EZ1077.which have been adjusted to the HARN may be as much as 5 EZ1077.decimeters. This will result in a significant loss of accuracy EZ1077.over lines crossing such state borders. EZ1077 EZ1077 EZ1077.The horizontal coordinates were established by classical geodetic methods EZ1077.and adjusted by the National Geodetic Survey in December 1992. EZ1077 EZ1077.The orthometric height was determined by differential leveling EZ1077.and adjusted by the National Geodetic Survey in June 1991. EZ1077 EZ1077.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1077 EZ1077.The geoid height was determined by GEOID03. EZ1077 EZ1077.The dynamic height is computed by dividing the NAVD 88 EZ1077.geopotential number by the normal gravity value computed on the EZ1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1077.degrees latitude (g = 980.6199 gals.). EZ1077 EZ1077.The modeled gravity was interpolated from observed gravity values. EZ1077 EZ1077; North East Units Scale Factor Converg. EZ1077;SPC NC - 226,265.886 636,991.611 MT 0.99991650 +0 10 29.6 EZ1077;SPC NC - 742,340.66 2,089,863.31 sFT 0.99991650 +0 10 29.6 EZ1077;UTM 17 - 3,963,026.670 708,133.129 MT 1.00013383 +1 20 50.3 EZ1077 EZ1077! - Elev Factor x Scale Factor = Combined Factor EZ1077!SPC NC - 0.99998435 x 0.99991650 = 0.99990085 EZ1077!UTM 17 - 0.99998435 x 1.00013383 = 1.00011818 EZ1077 EZ1077: Primary Azimuth Mark Grid Az EZ1077:SPC NC - DONNA 014 01 56.0 EZ1077:UTM 17 - DONNA 012 51 35.3 EZ1077 EZ1077|---------------------------------------------------------------------| EZ1077| PID Reference Object Distance Geod. Az | EZ1077| dddmmss.s | EZ1077| EZ1078 DONNA APPROX. 0.6 KM 0141225.6 | EZ1077|---------------------------------------------------------------------| EZ1077 EZ1077 SUPERSEDED SURVEY CONTROL EZ1077 EZ1077 NAD 83(1986)- 35 47 21.49933(N) 078 41 49.17562(W) AD( ) 2 EZ1077 NAD 27 - 35 47 20.95829(N) 078 41 50.16349(W) AD( ) 2 EZ1077 NGVD 29 (??/??/92) 132.619 (m) 435.10 (f) ADJ UNCH 2 0 EZ1077 EZ1077.Superseded values are not recommended for survey control. EZ1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1077.See file dsdata.txt to determine how the superseded data were derived. EZ1077 EZ1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0813363027(NAD 83) EZ1077_MARKER: DE = TRAVERSE STATION DISK EZ1077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1077_SP_SET: CONCRETE POST EZ1077_STAMPING: CHAPEL 1965 EZ1077_MARK LOGO: NCGS EZ1077_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ1077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1077+STABILITY: SURFACE MOTION EZ1077 EZ1077 HISTORY - Date Condition Report By EZ1077 HISTORY - 1965 MONUMENTED NCGS EZ1077 HISTORY - 1973 GOOD NCGS EZ1077 HISTORY - 1984 GOOD NCGS EZ1077 HISTORY - 1984 GOOD NCGS EZ1077 HISTORY - 19880601 GOOD NCGS EZ1077 EZ1077 STATION DESCRIPTION EZ1077 EZ1077'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ1077'CHAPEL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ1077'THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ1077' EZ1077'CHAPEL IS 3.3 MILES W OF RALEIGH. LOCATED 0.4 MILES S ALONG NEW EZ1077'U.S. 1 FROM BRIDGE OVER OLD U.S. 1. 0.4 MILES N OF BRIDGE OVER EZ1077'U.S. 64. AND IN THE MEDIAN. EZ1077' EZ1077'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1077'CHAPEL 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1077'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ1077' EZ1077'MARK IS EZ1077' EZ1077'22.8 FT W OF C/L OF N BOUND LANE EZ1077' EZ1077'40.0 FT E OF C/L OF S BOUND LANE EZ1077' EZ1077'29.0 FT E OF YELLOW ARROW PAINTED ON S BOUND LANE EZ1077' EZ1077'11.5 FT W OF YELLOW ARROW PAINTED ON N BOUND LANE EZ1077' EZ1077'31.7 FT E OF HIGHWAY STATION 537 - S BOUND LANE EZ1077' EZ1077'17.8 FT SW OF HIGHWAY STATION 538 - N BOUND LANE EZ1077' EZ1077'85.1 FT S OF S END OF ISLAND EZ1077' EZ1077'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ1077 EZ1077 STATION RECOVERY (1973) EZ1077 EZ1077'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1077'NEAR RALEIGH. EZ1077'CHAPEL IS LOCATED APPROXIMATELY 3.3 MILES WEST OF CAPITOL SQUARE EZ1077'IN RALEIGH. TO REACH STATION FROM U.S. 1 - U.S. 64 (BELTLINE) EZ1077'OVERPASS OF I-40 IN WEST RALEIGH, PROCEED SOUTH ALONG U.S. 1 EZ1077'- U.S. 64 FOR 1.0 MILES TO STATION ON LEFT IN MEDIAN, 0.4 MILES EZ1077'NORTH OF U.S. 1 - U.S. 64 OVERPASS OF WESTERN BOULEVARD, 22.8 EZ1077'FT WNW OF C/L OF NORTH BOUND LANE OF U.S. 1 - U.S. 64, 40.0 FT EZ1077'ESE OF C/L OF SOUTH BOUND LANE OF U.S. 1 - U.S. 64, 31.7 FT ENE EZ1077'OF HIGHWAY STATION 537 IMBEDDED IN SOUTH BOUND LANE, 17.8 FT EZ1077'SW OF HIGHWAY STATION 538 IMBEDDED IN NORTH BOUND LANE, AND EZ1077'85.1 FT S OF S END OF TRAFFIC ISLAND. DISK IS SET IN CONCRETE EZ1077'CYLINDER FLUSH WITH THE SURFACE OF THE GROUND. EZ1077 EZ1077 STATION RECOVERY (1984) EZ1077 EZ1077'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ1077'THE STATION WAS RECOVERED AT THIS DATE. EZ1077'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ1077' EZ1077'STATION IS ALSO A BENCH MARK. EZ1077 EZ1077 STATION RECOVERY (1984) EZ1077 EZ1077'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ1077'RECOVERED IN GOOD CONDITION. EZ1077 EZ1077 STATION RECOVERY (1988) EZ1077 EZ1077'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ1077'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CORRECTIONS. EZ1077'DELETE THE REFERENCES TO THE YELLOW ARROWS. ADD 12.7 M (41.7 FT) EAST EZ1077'OF HIGHWAY STATION 537, AND 15.6 M (51.2 FT) NORTHWEST OF AN EZ1077'EMERGENCY TELEPHONE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1917 *********************************************************************** EZ1917 DESIGNATION - CHAPPELL EZ1917 PID - EZ1917 EZ1917 STATE/COUNTY- NC/WAKE EZ1917 USGS QUAD - WAKE FOREST (1987) EZ1917 EZ1917 *CURRENT SURVEY CONTROL EZ1917 ___________________________________________________________________ EZ1917* NAD 83(1986)- 35 56 46.27870(N) 078 32 18.98904(W) ADJUSTED EZ1917* NAVD 88 - 107.404 (meters) 352.37 (feet) ADJUSTED EZ1917 ___________________________________________________________________ EZ1917 LAPLACE CORR- -7.27 (seconds) DEFLEC99 EZ1917 GEOID HEIGHT- -32.90 (meters) GEOID03 EZ1917 DYNAMIC HT - 107.312 (meters) 352.07 (feet) COMP EZ1917 MODELED GRAV- 979,780.8 (mgal) NAVD 88 EZ1917 EZ1917 HORZ ORDER - SECOND EZ1917 VERT ORDER - FIRST CLASS II EZ1917 EZ1917.The North Carolina HARNS have been completed but, EZ1917.due to contractual restrictions, coordinates for these stations EZ1917.will NOT be published in the near future. In the interim, the EZ1917.published coordinates in North Carolina will not be EZ1917.consistent with the Continuously Operating Reference Stations EZ1917.(CORS). The HARN coordinates for these stations are available EZ1917.upon request. Contact Gary Thompson(919-733-3836). EZ1917. EZ1917.In addition, the published North Carolina positions EZ1917.(NAD 83 (1986)) are NOT consistent with those determined in EZ1917.adjacent state readjustments. The discontinuity between stations EZ1917.located in North Carolina and those in adjacent states EZ1917.which have been adjusted to the HARN may be as much as 5 EZ1917.decimeters. This will result in a significant loss of accuracy EZ1917.over lines crossing such state borders. EZ1917 EZ1917 EZ1917.The horizontal coordinates were established by classical geodetic methods EZ1917.and adjusted by the National Geodetic Survey in July 1986. EZ1917 EZ1917.The orthometric height was determined by differential leveling EZ1917.and adjusted by the National Geodetic Survey in June 1991. EZ1917 EZ1917.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1917 EZ1917.The geoid height was determined by GEOID03. EZ1917 EZ1917.The dynamic height is computed by dividing the NAVD 88 EZ1917.geopotential number by the normal gravity value computed on the EZ1917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1917.degrees latitude (g = 980.6199 gals.). EZ1917 EZ1917.The modeled gravity was interpolated from observed gravity values. EZ1917 EZ1917; North East Units Scale Factor Converg. EZ1917;SPC NC - 243,726.898 651,227.861 MT 0.99994592 +0 15 58.7 EZ1917;SPC NC - 799,627.33 2,136,570.07 sFT 0.99994592 +0 15 58.7 EZ1917;UTM 17 - 3,980,780.375 722,011.422 MT 1.00020738 +1 26 43.8 EZ1917 EZ1917! - Elev Factor x Scale Factor = Combined Factor EZ1917!SPC NC - 0.99998831 x 0.99994592 = 0.99993423 EZ1917!UTM 17 - 0.99998831 x 1.00020738 = 1.00019568 EZ1917 EZ1917: Primary Azimuth Mark Grid Az EZ1917:SPC NC - NEUPLAS 059 58 07.0 EZ1917:UTM 17 - NEUPLAS 058 47 21.9 EZ1917 EZ1917|---------------------------------------------------------------------| EZ1917| PID Reference Object Distance Geod. Az | EZ1917| dddmmss.s | EZ1917| EZ1916 NEUPLAS APPROX. 0.9 KM 0601405.7 | EZ1917|---------------------------------------------------------------------| EZ1917 EZ1917 SUPERSEDED SURVEY CONTROL EZ1917 EZ1917 NAD 27 - 35 56 45.74524(N) 078 32 19.98124(W) AD( ) 2 EZ1917 NGVD 29 (03/05/92) 107.677 (m) 353.27 (f) ADJUSTED 1 2 EZ1917 EZ1917.Superseded values are not recommended for survey control. EZ1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1917.See file dsdata.txt to determine how the superseded data were derived. EZ1917 EZ1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2201180780(NAD 83) EZ1917_MARKER: DE = TRAVERSE STATION DISK EZ1917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1917_SP_SET: CONCRETE POST EZ1917_STAMPING: CHAPPELL 1978 EZ1917_MARK LOGO: NCGS EZ1917_PROJECTION: FLUSH EZ1917_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ1917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1917+STABILITY: SURFACE MOTION EZ1917_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ1917+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2004 EZ1917 EZ1917 HISTORY - Date Condition Report By EZ1917 HISTORY - 1978 MONUMENTED NCGS EZ1917 HISTORY - 1980 GOOD NCGS EZ1917 HISTORY - 1984 GOOD NCGS EZ1917 HISTORY - 1984 GOOD NCGS EZ1917 HISTORY - 1987 GOOD USPSQD EZ1917 HISTORY - 20041128 GOOD USPSQD EZ1917 EZ1917 STATION DESCRIPTION EZ1917 EZ1917'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ1917'THE STATION IS LOCATED APPROXIMATELY 2.8 MILES SOUTHWEST OF WAKE EZ1917'FOREST AND 12.5 MILES NORTHEAST OF RALEIGH. EZ1917' EZ1917'THE STATION IS AT THE INTERSECTION OF US 1 NORTH AND US 1A SOUTHWEST EZ1917'OF WAKE FOREST IN A LARGE GRASSY AREA AND APPROXIMATELY 150 FEET EZ1917'SOUTHWEST OF FRONT ENTRANCE TO CHAPPELL FORD BRICK BUILDING. EZ1917' EZ1917'STATION MARK IS A STANDARD DISK STAMPED---CHAPPELL 1978---SET IN THE EZ1917'TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE. EZ1917'THE MARK IS 196.9 FEET NORTHWEST OF CENTERLINE OF US 1A, 155 FEET EZ1917'EAST OF CENTERLINE OF NORTHBOUND LANE US 1, 177.1 FEET EAST OF EZ1917'NORTHWESTERNMOST RIGHT-OF-WAY MARKER, 78.2 FEET EAST OF CENTER OF TOP EZ1917'OF U SHAPED CONCRETE CULVERT UNDER US 1, 153.5 FEET WEST OF EZ1917'SOUTHERNMOST RIGHT-OF-WAY MARKER AND 102.2 FEET SOUTHWEST OF FORD EZ1917'MOTOR COMPANY METAL SIGN POST. EZ1917 EZ1917 STATION RECOVERY (1980) EZ1917 EZ1917'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ1917'2.8 MI SW FROM WAKE FOREST. EZ1917'AT INTERSECTION OF U.S. 1 WITH U.S. 1-A SOUTHWEST OF WAKE FOREST, EZ1917'IN A LARGE GRASS AREA IN FRONT OF CHAPPELL FORD MOTOR COMPANY, EZ1917'155.0 FEET EAST OF CENTERLINE OF NORTHBOUND LANES OF U.S. 1, EZ1917'197.0 FEET NORTHWEST OF CENTERLINE OF U.S. 1-A, 177.0 FEET EZ1917'SOUTHEAST OF RIGHT-OF-WAY MARKER AT NORTHWEST FENCE CORNER, 153.0 EZ1917'FEET WEST OF RIGHT-OF-WAY MARKER AT SOUTHWEST FENCE CORNER, 102.2 EZ1917'FEET SOUTHWEST OF FORD COMPANY METAL SIGN POST AND 78.0 FEET EAST EZ1917'OF EAST END OF DRAIN UNDER HIGHWAY. EZ1917'THE MARK IS 3 FT BELOW HIGHWAY. EZ1917 EZ1917 STATION RECOVERY (1984) EZ1917 EZ1917'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ1917'THE STATION WAS RECOVERED AT THIS DATE. EZ1917'THE STATION IS IN GOOD CONDITION, DESCRIPTION IS ADEQUATE EXCEPT FOR EZ1917'THE FOLLOWING CORRECTION. THE FORD AGENT IS NOW BOSTROM. EZ1917' EZ1917'NCGS EZ1917 EZ1917 STATION RECOVERY (1984) EZ1917 EZ1917'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ1917'RECOVERED IN GOOD CONDITION. EZ1917 EZ1917 STATION RECOVERY (1987) EZ1917 EZ1917'RECOVERY NOTE BY US POWER SQUADRON 1987 (SM) EZ1917'RECOVERED IN GOOD CONDITION. EZ1917 EZ1917 STATION RECOVERY (2004) EZ1917 EZ1917'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ1917'RECOVERED AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3146 *********************************************************************** EZ3146 DESIGNATION - CHARLES EZ3146 PID - EZ3146 EZ3146 STATE/COUNTY- NC/WAKE EZ3146 USGS QUAD - BAYLEAF (1987) EZ3146 EZ3146 *CURRENT SURVEY CONTROL EZ3146 ___________________________________________________________________ EZ3146* NAD 83(1986)- 35 53 41.13643(N) 078 38 22.93238(W) ADJUSTED EZ3146* NAVD 88 - 127.8 (meters) 419. (feet) VERTCON EZ3146 ___________________________________________________________________ EZ3146 LAPLACE CORR- -7.07 (seconds) DEFLEC99 EZ3146 GEOID HEIGHT- -32.61 (meters) GEOID03 EZ3146 EZ3146 HORZ ORDER - SECOND EZ3146 EZ3146.The North Carolina HARNS have been completed but, EZ3146.due to contractual restrictions, coordinates for these stations EZ3146.will NOT be published in the near future. In the interim, the EZ3146.published coordinates in North Carolina will not be EZ3146.consistent with the Continuously Operating Reference Stations EZ3146.(CORS). The HARN coordinates for these stations are available EZ3146.upon request. Contact Gary Thompson(919-733-3836). EZ3146. EZ3146.In addition, the published North Carolina positions EZ3146.(NAD 83 (1986)) are NOT consistent with those determined in EZ3146.adjacent state readjustments. The discontinuity between stations EZ3146.located in North Carolina and those in adjacent states EZ3146.which have been adjusted to the HARN may be as much as 5 EZ3146.decimeters. This will result in a significant loss of accuracy EZ3146.over lines crossing such state borders. EZ3146 EZ3146 EZ3146.The horizontal coordinates were established by classical geodetic methods EZ3146.and adjusted by the National Geodetic Survey in July 1986. EZ3146 EZ3146.The NAVD 88 height was computed by applying the VERTCON shift value to EZ3146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ3146 EZ3146.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3146 EZ3146.The geoid height was determined by GEOID03. EZ3146 EZ3146; North East Units Scale Factor Converg. EZ3146;SPC NC - 237,983.158 642,127.822 MT 0.99993545 +0 12 28.6 EZ3146;SPC NC - 780,783.08 2,106,714.36 sFT 0.99993545 +0 12 28.6 EZ3146;UTM 17 - 3,974,849.360 713,029.189 MT 1.00015923 +1 23 03.7 EZ3146 EZ3146! - Elev Factor x Scale Factor = Combined Factor EZ3146!SPC NC - 0.99998506 x 0.99993545 = 0.99992051 EZ3146!UTM 17 - 0.99998506 x 1.00015923 = 1.00014428 EZ3146 EZ3146 SUPERSEDED SURVEY CONTROL EZ3146 EZ3146 NAD 27 - 35 53 40.61067(N) 078 38 23.92268(W) AD( ) 2 EZ3146 NGVD 29 (07/19/86) 128.1 (m) 420. (f) VERT ANG EZ3146 EZ3146.Superseded values are not recommended for survey control. EZ3146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3146.See file dsdata.txt to determine how the superseded data were derived. EZ3146 EZ3146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1302974849(NAD 83) EZ3146_MARKER: DE = TRAVERSE STATION DISK EZ3146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3146_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ3146_STAMPING: CHARLES 1965 EZ3146_MARK LOGO: NCGS EZ3146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3146+STABILITY: SURFACE MOTION EZ3146 EZ3146 HISTORY - Date Condition Report By EZ3146 HISTORY - 1965 MONUMENTED NCGS EZ3146 HISTORY - 1971 MARK NOT FOUND LOCSUR EZ3146 EZ3146 STATION DESCRIPTION EZ3146 EZ3146'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ3146'CHARLES IS A. N. C. GEODETIC SURVEY TRAVERSE STATION EZ3146'ESTABLISHED IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ3146' EZ3146'CHARLES IS 7.8 MILES N OF RALEIGH. LOCATED 0.9 MILES ESE EZ3146'ALONG SR 1829 FROM SR 1005 AT SIX FORKS. 0.6 MILES WNW OF SR EZ3146'2000 AND APPROXIMATELY 100 FT NE OF LARGE BRICK HOUSE. EZ3146' EZ3146'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ3146'CHARLES 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ3146'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ3146' EZ3146'MARK IS EZ3146' EZ3146'67.7 FT S OF C/L OF SR 1829 EZ3146' EZ3146'58.5 FT S OF YELLOW ARROW PAINTED ON SR 1829 EZ3146' EZ3146'36.0 FT S OF PP WITH ALUMINUM REF. TAG EZ3146' EZ3146'10.0 FT S OF 6 INCH GUM TREE WITH ALUMINUM REF. TAG EZ3146' EZ3146'10.2 FT W OF C/L DIRT DRIVE EZ3146' EZ3146'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ3146 EZ3146 STATION RECOVERY (1971) EZ3146 EZ3146'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1971 EZ3146'STATION REPORTED DESTROYED BY MR. ISAACSON, PIEDMONT AERIAL SURVEY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5353 *********************************************************************** EZ5353 DESIGNATION - CHARLESTON EZ5353 PID - EZ5353 EZ5353 STATE/COUNTY- NC/WAKE EZ5353 USGS QUAD - NEW HILL (1983) EZ5353 EZ5353 *CURRENT SURVEY CONTROL EZ5353 ___________________________________________________________________ EZ5353* NAD 83(1986)- 35 40 17.69540(N) 078 55 23.11044(W) ADJUSTED EZ5353* NAVD 88 - 92.2 (meters) 302. (feet) VERTCON EZ5353 ___________________________________________________________________ EZ5353 LAPLACE CORR- -5.90 (seconds) DEFLEC99 EZ5353 GEOID HEIGHT- -32.10 (meters) GEOID03 EZ5353 EZ5353 HORZ ORDER - SECOND EZ5353 EZ5353.The North Carolina HARNS have been completed but, EZ5353.due to contractual restrictions, coordinates for these stations EZ5353.will NOT be published in the near future. In the interim, the EZ5353.published coordinates in North Carolina will not be EZ5353.consistent with the Continuously Operating Reference Stations EZ5353.(CORS). The HARN coordinates for these stations are available EZ5353.upon request. Contact Gary Thompson(919-733-3836). EZ5353. EZ5353.In addition, the published North Carolina positions EZ5353.(NAD 83 (1986)) are NOT consistent with those determined in EZ5353.adjacent state readjustments. The discontinuity between stations EZ5353.located in North Carolina and those in adjacent states EZ5353.which have been adjusted to the HARN may be as much as 5 EZ5353.decimeters. This will result in a significant loss of accuracy EZ5353.over lines crossing such state borders. EZ5353 EZ5353 EZ5353.The horizontal coordinates were established by classical geodetic methods EZ5353.and adjusted by the National Geodetic Survey in July 1986. EZ5353 EZ5353.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5353 EZ5353.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5353 EZ5353.The geoid height was determined by GEOID03. EZ5353 EZ5353; North East Units Scale Factor Converg. EZ5353;SPC NC - 213,166.186 616,563.986 MT 0.99989936 +0 02 39.8 EZ5353;SPC NC - 699,362.73 2,022,843.68 sFT 0.99989936 +0 02 39.8 EZ5353;UTM 17 - 3,949,510.319 687,973.619 MT 1.00003543 +1 12 41.3 EZ5353 EZ5353! - Elev Factor x Scale Factor = Combined Factor EZ5353!SPC NC - 0.99999056 x 0.99989936 = 0.99988992 EZ5353!UTM 17 - 0.99999056 x 1.00003543 = 1.00002599 EZ5353 EZ5353: Primary Azimuth Mark Grid Az EZ5353:SPC NC - PATRICIA 058 38 25.4 EZ5353:UTM 17 - PATRICIA 057 28 23.9 EZ5353 EZ5353|---------------------------------------------------------------------| EZ5353| PID Reference Object Distance Geod. Az | EZ5353| dddmmss.s | EZ5353| EZ5359 PATRICIA APPROX. 2.4 KM 0584105.2 | EZ5353|---------------------------------------------------------------------| EZ5353 EZ5353 SUPERSEDED SURVEY CONTROL EZ5353 EZ5353 NAD 27 - 35 40 17.15386(N) 078 55 24.07882(W) AD( ) 2 EZ5353 NGVD 29 (07/19/86) 92.5 (m) 303. (f) VERT ANG EZ5353 EZ5353.Superseded values are not recommended for survey control. EZ5353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5353.See file dsdata.txt to determine how the superseded data were derived. EZ5353 EZ5353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8797449510(NAD 83) EZ5353_MARKER: DE = TRAVERSE STATION DISK EZ5353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5353_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5353_STAMPING: CHARLESTON 1970 EZ5353_MARK LOGO: NCGS EZ5353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5353+STABILITY: SURFACE MOTION EZ5353 EZ5353 HISTORY - Date Condition Report By EZ5353 HISTORY - 1970 MONUMENTED NCGS EZ5353 HISTORY - 1980 GOOD NCGS EZ5353 EZ5353 STATION DESCRIPTION EZ5353 EZ5353'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ5353'CHARLESTON IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ5353'THE VICINITY OF NEW HILL, NORTH CAROLINA. EZ5353' EZ5353'CHARLESTON IS LOCATED APPROXIMATELY 1.0 MILE SOUTHEAST OF NEW HILL. EZ5353'TO REACH STATION PROCEED FROM THE INTERSECTION OF US 1 AND NC 55 EZ5353'(APEX AND FUQUAY VARINA EXIT), GO SOUTH ON US 1 FOR 4.0 MILES TO EZ5353'BRIDGE ON SR 1149 OVER US 1, CONTINUE SOUTH ON US 1 FOR 1.5 MILES EZ5353'TO STATION ON LEFT, APPROXIMATELY 100 FEET SOUTHWEST OF LARGE EZ5353'TEXACO SIGN, AND 0.45 MILE NORTH OF SR 1135 (NEW HILL RD.). EZ5353' EZ5353'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ5353'CHARLESTON 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5353'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5353' EZ5353'MARK IS-- EZ5353'135.2 FEET SSE OF C/L OF US 1. EZ5353'109.0 FEET S OF STORM DRAIN COVER. EZ5353'72.5 FEET W OF R/W MARKER. EZ5353'175.7 FEET W OF ALUMINUM REF. TAG ON PP W/TRANSFORMER. EZ5353'115.5 FEET WNW OF ALUMINUM REF. TAG ON NORTHERNMOST POLE EZ5353'SUPPORTING TEXACO NEXT EXIT SIGN. EZ5353'135.5 FEET NW OF ALUMINUM REF. TAG ON SOUTHERNMOST EZ5353'POLE SUPPORTING TEXACO NEXT EXIT SIGN. EZ5353'196.1 FEET NW OF WEST LEG OF METAL HIGH TENSION EZ5353'TOWER. EZ5353 EZ5353 STATION RECOVERY (1980) EZ5353 EZ5353'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EZ5353'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1890 *********************************************************************** EZ1890 DESIGNATION - CHATHAM EZ1890 PID - EZ1890 EZ1890 STATE/COUNTY- NC/WAKE EZ1890 USGS QUAD - CARY (1993) EZ1890 EZ1890 *CURRENT SURVEY CONTROL EZ1890 ___________________________________________________________________ EZ1890* NAD 83(1986)- 35 47 14.99963(N) 078 47 21.67654(W) ADJUSTED EZ1890* NAVD 88 - 147.380 (meters) 483.53 (feet) ADJUSTED EZ1890 ___________________________________________________________________ EZ1890 LAPLACE CORR- -6.14 (seconds) DEFLEC99 EZ1890 GEOID HEIGHT- -32.26 (meters) GEOID03 EZ1890 DYNAMIC HT - 147.254 (meters) 483.12 (feet) COMP EZ1890 MODELED GRAV- 979,780.5 (mgal) NAVD 88 EZ1890 EZ1890 HORZ ORDER - SECOND EZ1890 VERT ORDER - FIRST CLASS II EZ1890 EZ1890.The North Carolina HARNS have been completed but, EZ1890.due to contractual restrictions, coordinates for these stations EZ1890.will NOT be published in the near future. In the interim, the EZ1890.published coordinates in North Carolina will not be EZ1890.consistent with the Continuously Operating Reference Stations EZ1890.(CORS). The HARN coordinates for these stations are available EZ1890.upon request. Contact Gary Thompson(919-733-3836). EZ1890. EZ1890.In addition, the published North Carolina positions EZ1890.(NAD 83 (1986)) are NOT consistent with those determined in EZ1890.adjacent state readjustments. The discontinuity between stations EZ1890.located in North Carolina and those in adjacent states EZ1890.which have been adjusted to the HARN may be as much as 5 EZ1890.decimeters. This will result in a significant loss of accuracy EZ1890.over lines crossing such state borders. EZ1890 EZ1890 EZ1890.The horizontal coordinates were established by classical geodetic methods EZ1890.and adjusted by the National Geodetic Survey in July 1986. EZ1890 EZ1890.The orthometric height was determined by differential leveling EZ1890.and adjusted by the National Geodetic Survey in June 1991. EZ1890 EZ1890.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1890 EZ1890.The geoid height was determined by GEOID03. EZ1890 EZ1890.The dynamic height is computed by dividing the NAVD 88 EZ1890.geopotential number by the normal gravity value computed on the EZ1890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1890.degrees latitude (g = 980.6199 gals.). EZ1890 EZ1890.The modeled gravity was interpolated from observed gravity values. EZ1890 EZ1890; North East Units Scale Factor Converg. EZ1890;SPC NC - 226,044.049 628,642.999 MT 0.99991621 +0 07 17.7 EZ1890;SPC NC - 741,612.85 2,062,472.91 sFT 0.99991621 +0 07 17.7 EZ1890;UTM 17 - 3,962,634.041 699,789.162 MT 1.00009188 +1 17 35.4 EZ1890 EZ1890! - Elev Factor x Scale Factor = Combined Factor EZ1890!SPC NC - 0.99998193 x 0.99991621 = 0.99989814 EZ1890!UTM 17 - 0.99998193 x 1.00009188 = 1.00007381 EZ1890 EZ1890: Primary Azimuth Mark Grid Az EZ1890:SPC NC - MURPHY 257 47 03.3 EZ1890:UTM 17 - MURPHY 256 36 45.6 EZ1890 EZ1890|---------------------------------------------------------------------| EZ1890| PID Reference Object Distance Geod. Az | EZ1890| dddmmss.s | EZ1890| EZ5435 MURPHY APPROX. 0.6 KM 2575421.0 | EZ1890|---------------------------------------------------------------------| EZ1890 EZ1890 SUPERSEDED SURVEY CONTROL EZ1890 EZ1890 NAD 27 - 35 47 14.47283(N) 078 47 22.66039(W) AD( ) 2 EZ1890 NGVD 29 (07/19/86) 147.7 (m) 485. (f) VERT ANG EZ1890 EZ1890.Superseded values are not recommended for survey control. EZ1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1890.See file dsdata.txt to determine how the superseded data were derived. EZ1890 EZ1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9978962634(NAD 83) EZ1890_MARKER: DE = TRAVERSE STATION DISK EZ1890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1890_SP_SET: CONCRETE POST EZ1890_STAMPING: CHATHAM 1965 EZ1890_MARK LOGO: NCGS EZ1890_PROJECTION: RECESSED 3 CENTIMETERS EZ1890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1890+STABILITY: SURFACE MOTION EZ1890 EZ1890 HISTORY - Date Condition Report By EZ1890 HISTORY - 1965 MONUMENTED NCGS EZ1890 HISTORY - 1980 GOOD NGS EZ1890 HISTORY - 1980 GOOD NCGS EZ1890 HISTORY - 1980 GOOD NCGS EZ1890 HISTORY - 20050609 GOOD GEOCAC EZ1890 EZ1890 STATION DESCRIPTION EZ1890 EZ1890'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ1890'CHATHAM IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1890'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ1890' EZ1890'CHATHAM IS 0.5 MILES W OF CARY. TO REACH THE STATION FROM THE EZ1890'INTERSECTION OF ACADEMY ST. AND E. CHATHAM ST., GO W ON EZ1890'E. CHATHAM STREET 0.4 MILES TO DIXON AVE. TURN RIGHT AND GO N EZ1890'ON DIXON AVE. 0.05 MILES CROSSING SOUTHERN RR TRACKS. TURN LEFT EZ1890'ON DIRT ROAD JUST N OF RR TRACKS AND GO 0.1 MILE TO STATION EZ1890'ON N SIDE OF SOUTHERN RR TRACKS. IN SW CORNER OF YARD OF ONE EZ1890'STORY WHITE HOUSE. AND APPROXIMATELY 300 FT N OF Y EZ1890'INTERSECTION OF OLD U.S. 1 AND 64 (SR 1011) AND SR 1616. EZ1890' EZ1890'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1890'CHATHAM 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1890'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ1890' EZ1890'MARK IS EZ1890' EZ1890'45.0 FT S OF 48 INCH OAK TREE WITH ALUMINUM REF. TAG EZ1890' EZ1890'30.9 FT SW OF 30 INCH OAK TREE WITH ALUMINUM REF. TAG EZ1890' EZ1890'57.7 FT W OF 30 INCH OAK TREE WITH ALUMINUM REF. TAG EZ1890' EZ1890'62.9 FT WNW OF TP WITH ALUMINUM REF. TAG EZ1890' EZ1890'60.1 FT N OF N RAIL OF RR EZ1890' EZ1890'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ1890 EZ1890 STATION RECOVERY (1980) EZ1890 EZ1890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (HDM) EZ1890'THE STATION WAS RECOVERED IN GOOD CONDITION. REFERENCE TAGS HAVE BEEN EZ1890'REMOVED FROM THE 48 INCH OAK TREE. EZ1890 EZ1890 STATION RECOVERY (1980) EZ1890 EZ1890'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EZ1890'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE STATION EZ1890'IS 57.3 FEET SOUTH OF THE SOUTHWEST CORNER AND 69.7 FEET SOUTHWEST OF EZ1890'THE SOUTHEAST CORNER OF THE PORCH OF A WHITE FRAME RESIDENCE. EZ1890 EZ1890 STATION RECOVERY (1980) EZ1890 EZ1890'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ1890'IN CARY. EZ1890'0.4 MILE WEST ALONG CHATHAM STREET FROM INTERSECTION WITH EZ1890'ACADEMY STREET IN CARY, THENCE 0.05 MILE NORTH ALONG DIXON AVENUE EZ1890'AND ACROSS RAILROAD TRACKS, THENCE 0.05 MILE WEST ALONG DRIVE TO EZ1890'A WHITE FRAME HOUSE, IN SOUTHWEST CORNER OF YARD BESIDE A LARGE EZ1890'SHRUB, 60.1 FEET NORTH OF NORTH RAIL OF RAILROAD, 30.9 FEET EZ1890'SOUTHWEST OF 30 INCH OAK, 57.7 FEET WEST OF 30 INCH OAK WITH EZ1890'REFERENCE TAG, 62.9 FEET NORTHWEST OF TELEPHONE POLE WITH EZ1890'REFERENCE TAG, 57.3 FEET SOUTH OF SOUTHWEST CORNER OF HOUSE, 69.7 EZ1890'FEET SOUTHWEST OF SOUTHEAST CORNER OF PORCH AND 45.0 FEET SOUTH EZ1890'OF 48 INCH OAK. EZ1890'THE MARK IS ABOVE LEVEL WITH GROUND. EZ1890 EZ1890 STATION RECOVERY (2005) EZ1890 EZ1890'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ1890'RECOVERED IN GOOD CONDITION. AREA CHANGED SUBSTANTIALLY BY EZ1890'DEVELOPMENT. A NEW DESCRIPTION FOLLOWS. TO REACH STATION FROM EZ1890'INTERSECTION OF CHATHAM STREET AND ACADEMY STREET IN CARY, PROCEED 0.4 EZ1890'MILE WEST ALONG CHATHAM STREET TO DIXON AVENUE. EZ1890' EZ1890'TURN NORTH ONTO DIXON AND CROSS RAILROAD TRACKS. TAKE AN IMMEDIATE EZ1890'LEFT INTO A TOWNHOME COMMUNITY. FOLLOW PRIVATE STREET APPROXIMATELY EZ1890'400 FEET TO THE NW END OF A BRICK WALL. TURN LEFT INTO A PARKING PAD EZ1890'AND PROCEED WEST ON FOOT ABOUT 30 FEET TO STATION, LOCATED IN A COMMON EZ1890'AREA OWNED BY THE HOMEOWNERS ASSOCIATION, ON THE SOUTH SIDE OF AN 8 FT EZ1890'BERM. EZ1890' EZ1890'STATION MARK IS 60.1 FEET NORTH OF N RAIL OF TRACK, 4 FEET NORTHWEST EZ1890'OF A 12 INCH PIN OAK TREE, AND 39 FEET WEST OF STREET LIGHT POLE EZ1890'NUMBER 122927. MARK IS RECESSED 2 CENTIMETERS. EZ1890' 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0989 *********************************************************************** EZ0989 DESIGNATION - CHAVIS EZ0989 PID - EZ0989 EZ0989 STATE/COUNTY- NC/WAKE EZ0989 USGS QUAD - BAYLEAF (1987) EZ0989 EZ0989 *CURRENT SURVEY CONTROL EZ0989 ___________________________________________________________________ EZ0989* NAD 83(1986)- 35 55 22.51965(N) 078 40 57.90386(W) ADJUSTED EZ0989* NAVD 88 - 125.600 (meters) 412.07 (feet) ADJUSTED EZ0989 ___________________________________________________________________ EZ0989 LAPLACE CORR- -7.06 (seconds) DEFLEC99 EZ0989 GEOID HEIGHT- -32.36 (meters) GEOID03 EZ0989 DYNAMIC HT - 125.494 (meters) 411.72 (feet) COMP EZ0989 MODELED GRAV- 979,783.6 (mgal) NAVD 88 EZ0989 EZ0989 HORZ ORDER - SECOND EZ0989 VERT ORDER - SECOND CLASS 0 EZ0989 EZ0989.The North Carolina HARNS have been completed but, EZ0989.due to contractual restrictions, coordinates for these stations EZ0989.will NOT be published in the near future. In the interim, the EZ0989.published coordinates in North Carolina will not be EZ0989.consistent with the Continuously Operating Reference Stations EZ0989.(CORS). The HARN coordinates for these stations are available EZ0989.upon request. Contact Gary Thompson(919-733-3836). EZ0989. EZ0989.In addition, the published North Carolina positions EZ0989.(NAD 83 (1986)) are NOT consistent with those determined in EZ0989.adjacent state readjustments. The discontinuity between stations EZ0989.located in North Carolina and those in adjacent states EZ0989.which have been adjusted to the HARN may be as much as 5 EZ0989.decimeters. This will result in a significant loss of accuracy EZ0989.over lines crossing such state borders. EZ0989 EZ0989 EZ0989.The horizontal coordinates were established by classical geodetic methods EZ0989.and adjusted by the National Geodetic Survey in July 1986. EZ0989 EZ0989.The orthometric height was determined by differential leveling EZ0989.and adjusted by the National Geodetic Survey in June 1991. EZ0989 EZ0989.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0989 EZ0989.The geoid height was determined by GEOID03. EZ0989 EZ0989.The dynamic height is computed by dividing the NAVD 88 EZ0989.geopotential number by the normal gravity value computed on the EZ0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0989.degrees latitude (g = 980.6199 gals.). EZ0989 EZ0989.The modeled gravity was interpolated from observed gravity values. EZ0989 EZ0989; North East Units Scale Factor Converg. EZ0989;SPC NC - 241,094.467 638,231.626 MT 0.99994108 +0 10 59.2 EZ0989;SPC NC - 790,990.76 2,093,931.59 sFT 0.99994108 +0 10 59.2 EZ0989;UTM 17 - 3,977,880.643 709,069.090 MT 1.00013863 +1 21 36.1 EZ0989 EZ0989! - Elev Factor x Scale Factor = Combined Factor EZ0989!SPC NC - 0.99998537 x 0.99994108 = 0.99992645 EZ0989!UTM 17 - 0.99998537 x 1.00013863 = 1.00012399 EZ0989 EZ0989 SUPERSEDED SURVEY CONTROL EZ0989 EZ0989 NAD 27 - 35 55 21.99135(N) 078 40 58.88951(W) AD( ) 2 EZ0989 NGVD 29 (??/??/92) 125.873 (m) 412.97 (f) ADJ UNCH 2 0 EZ0989 EZ0989.Superseded values are not recommended for survey control. EZ0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0989.See file dsdata.txt to determine how the superseded data were derived. EZ0989 EZ0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0906977881(NAD 83) EZ0989_MARKER: DE = TRAVERSE STATION DISK EZ0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0989_STAMPING: CHAVIS 1970 EZ0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0989+STABILITY: SURFACE MOTION EZ0989 EZ0989 HISTORY - Date Condition Report By EZ0989 HISTORY - 1970 MONUMENTED NCGS EZ0989 HISTORY - 1973 GOOD NCGS EZ0989 HISTORY - 1974 SEE DESCRIPTION NGS EZ0989 EZ0989 STATION DESCRIPTION EZ0989 EZ0989'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ0989'CHAVIS IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0989'VICINITY OF NORTHWEST WAKE COUNTY. EZ0989' EZ0989'CHAVIS IS LOCATED APPROXIMATELY 2.9 MILES SOUTHWEST OF BAYLEAF AND EZ0989'2.6 MILES ENE OF LEESVILLE. TO REACH STATION PROCEED FROM THE EZ0989'INTERSECTION OF NC 98 AND NC 50, GO SOUTH ON NC 50 FOR 3.1 MILES TO EZ0989'INTERSECTION OF NC 50 AND SR 1834, CONTINUE SOUTH ON NC 50 FOR EZ0989'1.35 MILES TO STATION ON RIGHT, NEAR TREE LINE RUNNING EAST AND EZ0989'WEST, AND 0.7 MILE NORTH OF INTERSECTION OF NC 50 AND SR 1830. EZ0989' EZ0989'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ0989'CHAVIS 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ0989'IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0989' EZ0989'MARK IS-- EZ0989'22.3 FEET W OF C/L OF NC 50. EZ0989'19.3 FEET SE OF ALUMINUM REF. TAG ON 14 INCH PINE TREE. EZ0989'20.3 FEET SSE OF ALUMINUM REF. TAG ON CROSSFENCE POST. EZ0989'11.7 FEET ESE OF ALUMINUM REF. TAG ON SECOND FENCE POST SOUTH OF EZ0989'CROSSFENCE IN OLD ROADBED. EZ0989'89.4 FEET SW OF TOP OF CABLE MARKER NO. P114. EZ0989 EZ0989 STATION RECOVERY (1973) EZ0989 EZ0989'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0989'6.7 MI NW FROM MILLBROOK. EZ0989'CHAVIS IS LOCATED APPROXIMATELY 10.2 MILES NORTH OF CAPITOL EZ0989'SQUARE IN RALEIGH. TO REACH STATION FROM INTERSECTION OF U.S. 70 EZ0989'AND NC 50 AT CRABTREE MALL, PROCEED NORTH ALONG NC 50 FOR 5.55 EZ0989'MILES TO STATION ON LEFT NEAR AN EAST-WEST TREE LINE, 0.7 MILES EZ0989'NORTH OF INTERSECTION WITH SR 1830, AND 0.35 MILES SOUTH OF EZ0989'LOWER BARTON CREEK CROSSING OF NC 50, 22.3 FT W OF C/L OF NC 50, EZ0989'19.4 FT SE OF A CORNER FENCE POST, 17.6 FT NNE OF A FENCE POST, EZ0989'19.3 FT ESE OF 14 IN PINE W/ALUMINUM REF. TAG, AND 89.4 FT SSW EZ0989'OF UNDERGROUND CABLE MARKER P114. DISK IS SET IN CONCRETE EZ0989'CYLINDER FLUSH WITH THE SURFACE OF THE GROUND. EZ0989 EZ0989 STATION RECOVERY (1974) EZ0989 EZ0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (TS) EZ0989'MARK CHAVIS 1970 WAS DESTROYED. MONUMENT LYING IN DITCH. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6542 *********************************************************************** EZ6542 DESIGNATION - CHEMICAL EZ6542 PID - EZ6542 EZ6542 STATE/COUNTY- NC/WAKE EZ6542 USGS QUAD - WAKE FOREST (1987) EZ6542 EZ6542 *CURRENT SURVEY CONTROL EZ6542 ___________________________________________________________________ EZ6542* NAD 83(1986)- 35 53 54.26539(N) 078 33 31.24880(W) ADJUSTED EZ6542* NAVD 88 - 86.3 (meters) 283. (feet) VERTCON EZ6542 ___________________________________________________________________ EZ6542 LAPLACE CORR- -7.89 (seconds) DEFLEC99 EZ6542 GEOID HEIGHT- -32.96 (meters) GEOID03 EZ6542 EZ6542 HORZ ORDER - SECOND EZ6542 EZ6542.The North Carolina HARNS have been completed but, EZ6542.due to contractual restrictions, coordinates for these stations EZ6542.will NOT be published in the near future. In the interim, the EZ6542.published coordinates in North Carolina will not be EZ6542.consistent with the Continuously Operating Reference Stations EZ6542.(CORS). The HARN coordinates for these stations are available EZ6542.upon request. Contact Gary Thompson(919-733-3836). EZ6542. EZ6542.In addition, the published North Carolina positions EZ6542.(NAD 83 (1986)) are NOT consistent with those determined in EZ6542.adjacent state readjustments. The discontinuity between stations EZ6542.located in North Carolina and those in adjacent states EZ6542.which have been adjusted to the HARN may be as much as 5 EZ6542.decimeters. This will result in a significant loss of accuracy EZ6542.over lines crossing such state borders. EZ6542 EZ6542 EZ6542.The horizontal coordinates were established by classical geodetic methods EZ6542.and adjusted by the National Geodetic Survey in December 1992. EZ6542 EZ6542.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6542 EZ6542.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6542 EZ6542.The geoid height was determined by GEOID03. EZ6542 EZ6542; North East Units Scale Factor Converg. EZ6542;SPC NC - 238,417.314 649,440.537 MT 0.99993616 +0 15 17.0 EZ6542;SPC NC - 782,207.47 2,130,706.16 sFT 0.99993616 +0 15 17.0 EZ6542;UTM 17 - 3,975,433.761 720,333.218 MT 1.00019824 +1 25 55.4 EZ6542 EZ6542! - Elev Factor x Scale Factor = Combined Factor EZ6542!SPC NC - 0.99999163 x 0.99993616 = 0.99992779 EZ6542!UTM 17 - 0.99999163 x 1.00019824 = 1.00018987 EZ6542 EZ6542: Primary Azimuth Mark Grid Az EZ6542:SPC NC - KERR 184 00 56.7 EZ6542:UTM 17 - KERR 182 50 18.3 EZ6542 EZ6542|---------------------------------------------------------------------| EZ6542| PID Reference Object Distance Geod. Az | EZ6542| dddmmss.s | EZ6542| EZ6562 KERR APPROX. 0.6 KM 1841613.7 | EZ6542| EZ1923 W 217 1860826.6 | EZ6542|---------------------------------------------------------------------| EZ6542 EZ6542 SUPERSEDED SURVEY CONTROL EZ6542 EZ6542 NGVD 29 (12/28/92) 86.5 (m) 284. (f) VERT ANG EZ6542 EZ6542.Superseded values are not recommended for survey control. EZ6542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6542.See file dsdata.txt to determine how the superseded data were derived. EZ6542 EZ6542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2033375434(NAD 83) EZ6542_MARKER: DH = HORIZONTAL CONTROL DISK EZ6542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6542_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6542_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6542+STABILITY: SURFACE MOTION EZ6542 EZ6542 HISTORY - Date Condition Report By EZ6542 HISTORY - 1984 MONUMENTED NCGS EZ6542 EZ6542 STATION DESCRIPTION EZ6542 EZ6542'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6542'THE STATION IS LOCATED ABOUT 10.1 KM (6.3 MI) SOUTH-SOUTHWEST OF EZ6542'WAKE FOREST AND 14.8 KM (9.2 MI) NORTH-NORTHEAST OF RALEIGH. EZ6542' EZ6542'ALONG US 1 FOR 0.65 KM (0.4 MI) NORTH FROM THE SR 2006 (NEUSE) EZ6542'CROSSROADS, OR 1.3 KM (0.8 MI) SOUTH FROM THE US 1 BRIDGE OVER THE EZ6542'NEUSE RIVER, ON A SMALL RISE ON THE SOUTH SIDE OF THE SOUTH ENTRANCE EZ6542'TO MALLINKRODT CHEMICAL PLANT. EZ6542' EZ6542'THE STATION IS A STANDARD NCGS DISK STAMPED---CHEMICAL 1984---, EZ6542'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6542'25 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EZ6542'15.5 METERS (51.0 FT) WEST-NORTHWEST OF THE CENTERLINE OF THE EZ6542'SOUTHBOUND LANES, EZ6542'42.0 METERS (137.7 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE EZ6542'ENTRANCE ROAD TO THE PLANT, EZ6542'6.6 METERS (21.8 FT) EAST OF A FENCE POST, EZ6542'33.7 METERS (110.7 FT) SOUTH OF THE NORTH END OF THE FENCE (AT THE EZ6542'ENTRANCE), AND 21.5 METERS (70.6 FT) NORTH-NORTHEAST OF A POWER POLE EZ6542'WITH A REFERENCE TAG. EZ6542' EZ6542'REFERENCE POINT NO. 1 IS A STANDARD NGS FLANGE ON A STEEL ROD UNDER EZ6542'A LOGO ACCESS COVER STAMPED---W 217 1980---. LOCATED EZ6542'0.25 KM (0.15 MI) SOUTH OF THE STATION, AT A FENCE CORNER NORTH OF EZ6542'A BROWN-SHINGLED HOUSE, ACROSS FROM THE NORTHSTAR CHRYSLER-PLYMOUTH EZ6542'FACILITY, 21.8 METERS (71.6 FT) WEST OF THE CENTERLINE OF THE EZ6542'SOUTHBOUND LANES, 0.4 METERS (1.1 FT) SOUTH OF A WITNESS POST, EZ6542'1.9 METERS (6.3 FT) WEST OF A FIRE HYDRANT, AND 0.4 METERS (1.3 FT) EZ6542'EAST OF A CORNER FENCE POST. EZ6542' EZ6542'STATION IS 2 FT ABOVE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5354 *********************************************************************** EZ5354 DESIGNATION - CHERYL EZ5354 PID - EZ5354 EZ5354 STATE/COUNTY- NC/WAKE EZ5354 USGS QUAD - NEW HILL (1983) EZ5354 EZ5354 *CURRENT SURVEY CONTROL EZ5354 ___________________________________________________________________ EZ5354* NAD 83(1986)- 35 41 07.58543(N) 078 55 30.84491(W) ADJUSTED EZ5354* NAVD 88 - 105.9 (meters) 347. (feet) VERTCON EZ5354 ___________________________________________________________________ EZ5354 LAPLACE CORR- -6.01 (seconds) DEFLEC99 EZ5354 GEOID HEIGHT- -32.06 (meters) GEOID03 EZ5354 EZ5354 HORZ ORDER - SECOND EZ5354 EZ5354.The North Carolina HARNS have been completed but, EZ5354.due to contractual restrictions, coordinates for these stations EZ5354.will NOT be published in the near future. In the interim, the EZ5354.published coordinates in North Carolina will not be EZ5354.consistent with the Continuously Operating Reference Stations EZ5354.(CORS). The HARN coordinates for these stations are available EZ5354.upon request. Contact Gary Thompson(919-733-3836). EZ5354. EZ5354.In addition, the published North Carolina positions EZ5354.(NAD 83 (1986)) are NOT consistent with those determined in EZ5354.adjacent state readjustments. The discontinuity between stations EZ5354.located in North Carolina and those in adjacent states EZ5354.which have been adjusted to the HARN may be as much as 5 EZ5354.decimeters. This will result in a significant loss of accuracy EZ5354.over lines crossing such state borders. EZ5354 EZ5354 EZ5354.The horizontal coordinates were established by classical geodetic methods EZ5354.and adjusted by the National Geodetic Survey in July 1986. EZ5354 EZ5354.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5354 EZ5354.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5354 EZ5354.The geoid height was determined by GEOID03. EZ5354 EZ5354; North East Units Scale Factor Converg. EZ5354;SPC NC - 214,703.509 616,368.335 MT 0.99990116 +0 02 35.3 EZ5354;SPC NC - 704,406.43 2,022,201.78 sFT 0.99990116 +0 02 35.3 EZ5354;UTM 17 - 3,951,043.544 687,746.660 MT 1.00003438 +1 12 38.3 EZ5354 EZ5354! - Elev Factor x Scale Factor = Combined Factor EZ5354!SPC NC - 0.99998840 x 0.99990116 = 0.99988956 EZ5354!UTM 17 - 0.99998840 x 1.00003438 = 1.00002278 EZ5354 EZ5354: Primary Azimuth Mark Grid Az EZ5354:SPC NC - RALPH 235 53 00.4 EZ5354:UTM 17 - RALPH 234 42 57.4 EZ5354 EZ5354|---------------------------------------------------------------------| EZ5354| PID Reference Object Distance Geod. Az | EZ5354| dddmmss.s | EZ5354| EZ5355 RALPH APPROX. 1.0 KM 2355535.7 | EZ5354|---------------------------------------------------------------------| EZ5354 EZ5354 SUPERSEDED SURVEY CONTROL EZ5354 EZ5354 NAD 27 - 35 41 07.04526(N) 078 55 31.81456(W) AD( ) 2 EZ5354 NGVD 29 (07/19/86) 106.2 (m) 348. (f) VERT ANG EZ5354 EZ5354.Superseded values are not recommended for survey control. EZ5354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5354.See file dsdata.txt to determine how the superseded data were derived. EZ5354 EZ5354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8774751044(NAD 83) EZ5354_MARKER: DE = TRAVERSE STATION DISK EZ5354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5354_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5354_STAMPING: CHERYL 1970 EZ5354_MARK LOGO: NCGS EZ5354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5354+STABILITY: SURFACE MOTION EZ5354 EZ5354 HISTORY - Date Condition Report By EZ5354 HISTORY - 1970 MONUMENTED NCGS EZ5354 EZ5354 STATION DESCRIPTION EZ5354 EZ5354'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ5354'CHERYL IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ5354'VICINITY OF NEW HILL, NORTH CAROLINA. EZ5354' EZ5354'CHERYL IS LOCATED APPROXIMATELY 0.65 MILE NORTHEAST OF NEW HILL. TO EZ5354'REACH STATION PROCEED FROM THE INTERSECTION OF SR 1011 (OLD US 1) EZ5354'WITH SR 1141 GOING NORTHWEST AND SR 1135 GOING SOUTHEAST IN THE TOWN EZ5354'OF NEW HILL, GO NORTHEAST ON SR 1011 FOR 0.65 MILE TO OPEN FIELD EZ5354'ON RIGHT AND STATION, WHICH IS APPROXIMATELY 125 FEET SOUTH OF SR EZ5354'1011, APPROXIMATELY 4 FEET SOUTH OF A POWER POLE, EZ5354'APPROXIMATLEY 100 FEET SOUTHWEST OF A SIGNAL POLE ON THE EAST EZ5354'SIDE OF TRACKS, AND 0.45 MILE SOUTHWEST OF SR 1168. EZ5354' EZ5354'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ5354'CHERYL 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ5354'IS 2 INCHES ABOVE THE SURFACE OF THE GROUND. EZ5354' EZ5354'MARK IS-- EZ5354'153.5 FEET SSE OF C/L OF SR 1101. EZ5354'12.1 FEET SSE OF ALUMINUM REF. TAG ON TP. EZ5354'80.0 FEET WNW OF ALUMINUM REF. TAG ON TP. EZ5354'143.2 FEET SW OF ALUMINUM REF. TAG ON PP W/TRANSFORMER AND GUY EZ5354'WIRES. 25.6 FEET NW OF NW RAIL OF MAIN TRACK. EZ5354'84.7 FEET W OF BASE OF TRIPLE LIGHT TRAIN WARNING SIGNAL. EZ5354'173.1 FEET SW OF ALUMINUM REF. TAG ON TP. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5009 *********************************************************************** EZ5009 DESIGNATION - CHEVIOT EZ5009 PID - EZ5009 EZ5009 STATE/COUNTY- NC/WAKE EZ5009 USGS QUAD - WAKE FOREST (1987) EZ5009 EZ5009 *CURRENT SURVEY CONTROL EZ5009 ___________________________________________________________________ EZ5009* NAD 83(1986)- 35 53 02.16432(N) 078 34 11.26290(W) ADJUSTED EZ5009* NAVD 88 - 91.4 (meters) 300. (feet) VERTCON EZ5009 ___________________________________________________________________ EZ5009 LAPLACE CORR- -8.03 (seconds) DEFLEC99 EZ5009 GEOID HEIGHT- -32.95 (meters) GEOID03 EZ5009 EZ5009 HORZ ORDER - SECOND EZ5009 EZ5009.The North Carolina HARNS have been completed but, EZ5009.due to contractual restrictions, coordinates for these stations EZ5009.will NOT be published in the near future. In the interim, the EZ5009.published coordinates in North Carolina will not be EZ5009.consistent with the Continuously Operating Reference Stations EZ5009.(CORS). The HARN coordinates for these stations are available EZ5009.upon request. Contact Gary Thompson(919-733-3836). EZ5009. EZ5009.In addition, the published North Carolina positions EZ5009.(NAD 83 (1986)) are NOT consistent with those determined in EZ5009.adjacent state readjustments. The discontinuity between stations EZ5009.located in North Carolina and those in adjacent states EZ5009.which have been adjusted to the HARN may be as much as 5 EZ5009.decimeters. This will result in a significant loss of accuracy EZ5009.over lines crossing such state borders. EZ5009 EZ5009 EZ5009.The horizontal coordinates were established by classical geodetic methods EZ5009.and adjusted by the National Geodetic Survey in July 1986. EZ5009 EZ5009.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5009 EZ5009.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5009 EZ5009.The geoid height was determined by GEOID03. EZ5009 EZ5009; North East Units Scale Factor Converg. EZ5009;SPC NC - 236,807.202 648,444.114 MT 0.99993335 +0 14 53.9 EZ5009;SPC NC - 776,924.96 2,127,437.06 sFT 0.99993335 +0 14 53.9 EZ5009;UTM 17 - 3,973,803.095 719,369.828 MT 1.00019302 +1 25 30.1 EZ5009 EZ5009! - Elev Factor x Scale Factor = Combined Factor EZ5009!SPC NC - 0.99999082 x 0.99993335 = 0.99992417 EZ5009!UTM 17 - 0.99999082 x 1.00019302 = 1.00018384 EZ5009 EZ5009: Primary Azimuth Mark Grid Az EZ5009:SPC NC - INN 215 18 23.4 EZ5009:UTM 17 - INN 214 07 47.2 EZ5009 EZ5009|---------------------------------------------------------------------| EZ5009| PID Reference Object Distance Geod. Az | EZ5009| dddmmss.s | EZ5009| EZ5070 INN APPROX. 1.8 KM 2153317.3 | EZ5009|---------------------------------------------------------------------| EZ5009 EZ5009 SUPERSEDED SURVEY CONTROL EZ5009 EZ5009 NAD 27 - 35 53 01.63192(N) 078 34 12.25761(W) AD( ) 2 EZ5009 NGVD 29 (07/19/86) 91.7 (m) 301. (f) VERT ANG EZ5009 EZ5009.Superseded values are not recommended for survey control. EZ5009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5009.See file dsdata.txt to determine how the superseded data were derived. EZ5009 EZ5009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1937073803(NAD 83) EZ5009_MARKER: DE = TRAVERSE STATION DISK EZ5009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5009_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5009_MAGNETIC: N = NO MAGNETIC MATERIAL EZ5009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5009+STABILITY: SURFACE MOTION EZ5009 EZ5009 HISTORY - Date Condition Report By EZ5009 HISTORY - 1970 MONUMENTED NCGS EZ5009 HISTORY - 1972 GOOD NCGS EZ5009 HISTORY - 1980 MARK NOT FOUND NCGS EZ5009 HISTORY - 1984 MARK NOT FOUND NCGS EZ5009 EZ5009 STATION DESCRIPTION EZ5009 EZ5009'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ5009'CHEVIOT IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ5009'VICINITY OF NORTHWEST WAKE COUNTY. EZ5009' EZ5009'CHEVIOT IS LOCATED APPROXIMATELY 8.2 MILES NNE OF RALEIGH AND EZ5009'1.7 MILES SSW OF NEUSE CROSSROADS. TO REACH STATION PROCEED FROM EZ5009'THE INTERSECTION OF US 1 AND US 1A, GO NORTH ALONG US 1 FOR 1.15 EZ5009'MILES TO STATION ON LEFT, 0.35 MILE NORTHEAST OF SR 2013 AND US 1, EZ5009'AND ON WEST SIDE OF CHEVIOT HILLS GOLF COURSE AND NO. 1 FAIRWAY. EZ5009' EZ5009'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ5009'CHEVIOT 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5009'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5009' EZ5009'MARK IS-- EZ5009'49.4 FEET NW OF C/L OF US 1. EZ5009'16.2 FEET ENE OF ALUMINUM REF. TAG ON 8 INCH PINE TREE (1ST PINE IN EZ5009'ROW OF TREES). EZ5009'250.9 FEET NNE OF BOTTOM OF CHEVIOT SIGN POST. EZ5009'194.2 FEET ESE OF ALUMINUM REF. TAG ON COMBINATION PP AND TP EZ5009'W/TRANSFORMER NO. 305. EZ5009'146.4 FEET SSE OF ALUMINUM REF. TAG ON TP. EZ5009 EZ5009 STATION RECOVERY (1972) EZ5009 EZ5009'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 (LWA) EZ5009'MARK WAS RECOVERED IN GOOD CONDITION. US 1A IS NOW OLD WAKE FOREST EZ5009'ROAD (SR 2030). STATION IS NEAR NORTH EDGE OF THE GRAVELED PARKING EZ5009'LOT AT CHEVIOT HILLS GOLF COURSE. EZ5009 EZ5009 STATION RECOVERY (1980) EZ5009 EZ5009'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EZ5009'THE STATION WAS SEARCHED FOR BUT NOT FOUND. EZ5009 EZ5009 STATION RECOVERY (1984) EZ5009 EZ5009'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ5009'THE STATION NOT RECOVERED AT THIS DATE. EZ5009'PROBABLY DESTROYED BY GRADING. EZ5009' EZ5009'NCGS 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5681 *********************************************************************** EZ5681 DESIGNATION - CHEVY EZ5681 PID - EZ5681 EZ5681 STATE/COUNTY- NC/WAKE EZ5681 USGS QUAD - KNIGHTDALE (1993) EZ5681 EZ5681 *CURRENT SURVEY CONTROL EZ5681 ___________________________________________________________________ EZ5681* NAD 83(1986)- 35 48 07.63808(N) 078 24 12.88785(W) ADJUSTED EZ5681* NAVD 88 - 92.5 (meters) 303. (feet) VERTCON EZ5681 ___________________________________________________________________ EZ5681 LAPLACE CORR- -5.29 (seconds) DEFLEC99 EZ5681 GEOID HEIGHT- -33.83 (meters) GEOID03 EZ5681 EZ5681 HORZ ORDER - SECOND EZ5681 EZ5681.The North Carolina HARNS have been completed but, EZ5681.due to contractual restrictions, coordinates for these stations EZ5681.will NOT be published in the near future. In the interim, the EZ5681.published coordinates in North Carolina will not be EZ5681.consistent with the Continuously Operating Reference Stations EZ5681.(CORS). The HARN coordinates for these stations are available EZ5681.upon request. Contact Gary Thompson(919-733-3836). EZ5681. EZ5681.In addition, the published North Carolina positions EZ5681.(NAD 83 (1986)) are NOT consistent with those determined in EZ5681.adjacent state readjustments. The discontinuity between stations EZ5681.located in North Carolina and those in adjacent states EZ5681.which have been adjusted to the HARN may be as much as 5 EZ5681.decimeters. This will result in a significant loss of accuracy EZ5681.over lines crossing such state borders. EZ5681 EZ5681 EZ5681.The horizontal coordinates were established by classical geodetic methods EZ5681.and adjusted by the National Geodetic Survey in January 1990. EZ5681 EZ5681.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5681 EZ5681.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5681 EZ5681.The geoid height was determined by GEOID03. EZ5681 EZ5681; North East Units Scale Factor Converg. EZ5681;SPC NC - 227,808.007 663,505.958 MT 0.99991862 +0 20 39.2 EZ5681;SPC NC - 747,400.10 2,176,852.46 sFT 0.99991862 +0 20 39.2 EZ5681;UTM 17 - 3,965,112.247 734,617.921 MT 1.00027835 +1 31 10.4 EZ5681 EZ5681! - Elev Factor x Scale Factor = Combined Factor EZ5681!SPC NC - 0.99999080 x 0.99991862 = 0.99990942 EZ5681!UTM 17 - 0.99999080 x 1.00027835 = 1.00026914 EZ5681 EZ5681: Primary Azimuth Mark Grid Az EZ5681:SPC NC - BATCHELOR 088 33 39.1 EZ5681:UTM 17 - BATCHELOR 087 23 07.9 EZ5681 EZ5681|---------------------------------------------------------------------| EZ5681| PID Reference Object Distance Geod. Az | EZ5681| dddmmss.s | EZ5681| EZ5680 BATCHELOR APPROX. 0.6 KM 0885418.3 | EZ5681|---------------------------------------------------------------------| EZ5681 EZ5681 SUPERSEDED SURVEY CONTROL EZ5681 EZ5681 NGVD 29 (01/12/90) 92.8 (m) 304. (f) VERT ANG EZ5681 EZ5681.Superseded values are not recommended for survey control. EZ5681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5681.See file dsdata.txt to determine how the superseded data were derived. EZ5681 EZ5681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3461865112(NAD 83) EZ5681_MARKER: DE = TRAVERSE STATION DISK EZ5681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5681_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5681+STABILITY: SURFACE MOTION EZ5681 EZ5681 HISTORY - Date Condition Report By EZ5681 HISTORY - 1980 MONUMENTED NCGS EZ5681 EZ5681 STATION DESCRIPTION EZ5681 EZ5681'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EZ5681'THE STATION IS LOCATED APPROXIMATELY 2.4 MILES NORTHWEST OF WENDELL, EZ5681'AND 4.2 MILES EAST-NORTHEAST OF KNIGHTDALE. EZ5681' EZ5681'TO REACH THE STATION FROM THE INTERSECTION OF US 64 BUSINESS WITH NC EZ5681'97 AT HEPHZIBAH CHURCH, PROCEED WEST ALONG US 64 FOR 0.1 MILE TO EZ5681'STATION IN THE MEDIAN, AT THE EAST END OF METAL GUARD RAIL. EZ5681' EZ5681'STATION MARK IS A STANDARD DISK STAMPED---CHEVY 1980---SET IN TOP OF A EZ5681'10 INCH CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW GROUND SURFACE. EZ5681'THE MARK IS 17.0 FEET SOUTH OF THE CENTERLINE OF WEST BOUND LANES, EZ5681'10.8 FEET EAST-NORTHEAST OF EASTERNMOST GUARD RAIL POST, 39.7 FEET EZ5681'SOUTH-SOUTHWEST OF MILEAGE SIGN POST, 94.7 FEET SOUTHEAST OF FENCE EZ5681'POST AND 170.4 FEET NORTHEAST OF POWER POLE BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4435 *********************************************************************** EZ4435 DESIGNATION - CHIEF EZ4435 PID - EZ4435 EZ4435 STATE/COUNTY- NC/WAKE EZ4435 USGS QUAD - KNIGHTDALE (1993) EZ4435 EZ4435 *CURRENT SURVEY CONTROL EZ4435 ___________________________________________________________________ EZ4435* NAD 83(1986)- 35 48 07.19742(N) 078 24 07.48427(W) ADJUSTED EZ4435* NAVD 88 - 93.6 (meters) 307. (feet) VERTCON EZ4435 ___________________________________________________________________ EZ4435 LAPLACE CORR- -5.27 (seconds) DEFLEC99 EZ4435 GEOID HEIGHT- -33.84 (meters) GEOID03 EZ4435 EZ4435 HORZ ORDER - SECOND EZ4435 EZ4435.The North Carolina HARNS have been completed but, EZ4435.due to contractual restrictions, coordinates for these stations EZ4435.will NOT be published in the near future. In the interim, the EZ4435.published coordinates in North Carolina will not be EZ4435.consistent with the Continuously Operating Reference Stations EZ4435.(CORS). The HARN coordinates for these stations are available EZ4435.upon request. Contact Gary Thompson(919-733-3836). EZ4435. EZ4435.In addition, the published North Carolina positions EZ4435.(NAD 83 (1986)) are NOT consistent with those determined in EZ4435.adjacent state readjustments. The discontinuity between stations EZ4435.located in North Carolina and those in adjacent states EZ4435.which have been adjusted to the HARN may be as much as 5 EZ4435.decimeters. This will result in a significant loss of accuracy EZ4435.over lines crossing such state borders. EZ4435 EZ4435 EZ4435.The horizontal coordinates were established by classical geodetic methods EZ4435.and adjusted by the National Geodetic Survey in July 1986. EZ4435 EZ4435.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4435 EZ4435.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4435 EZ4435.The geoid height was determined by GEOID03. EZ4435 EZ4435; North East Units Scale Factor Converg. EZ4435;SPC NC - 227,795.243 663,641.699 MT 0.99991860 +0 20 42.4 EZ4435;SPC NC - 747,358.23 2,177,297.81 sFT 0.99991860 +0 20 42.4 EZ4435;UTM 17 - 3,965,102.266 734,753.944 MT 1.00027913 +1 31 13.6 EZ4435 EZ4435! - Elev Factor x Scale Factor = Combined Factor EZ4435!SPC NC - 0.99999062 x 0.99991860 = 0.99990922 EZ4435!UTM 17 - 0.99999062 x 1.00027913 = 1.00026974 EZ4435 EZ4435: Primary Azimuth Mark Grid Az EZ4435:SPC NC - STRICK 276 59 28.9 EZ4435:UTM 17 - STRICK 275 48 57.7 EZ4435 EZ4435|---------------------------------------------------------------------| EZ4435| PID Reference Object Distance Geod. Az | EZ4435| dddmmss.s | EZ4435| EZ2433 TOMB 335.469 METERS 06144 | EZ4435| EZ2431 STRICK APPROX. 0.8 KM 2772011.3 | EZ4435|---------------------------------------------------------------------| EZ4435 EZ4435 SUPERSEDED SURVEY CONTROL EZ4435 EZ4435 NAD 27 - 35 48 06.63763(N) 078 24 08.47765(W) AD( ) 2 EZ4435 NGVD 29 (07/19/86) 93.9 (m) 308. (f) VERT ANG EZ4435 EZ4435.Superseded values are not recommended for survey control. EZ4435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4435.See file dsdata.txt to determine how the superseded data were derived. EZ4435 EZ4435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3475465102(NAD 83) EZ4435_MARKER: DE = TRAVERSE STATION DISK EZ4435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4435_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4435_STAMPING: CHIEF 1969 EZ4435_MARK LOGO: NCGS EZ4435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4435+STABILITY: SURFACE MOTION EZ4435 EZ4435 HISTORY - Date Condition Report By EZ4435 HISTORY - 1969 MONUMENTED NCGS EZ4435 EZ4435 STATION DESCRIPTION EZ4435 EZ4435'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ4435'CHIEF IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ4435'THE VICINITY OF WENDELL, NORTH CAROLINA. EZ4435' EZ4435'CHIEF IS LOCATED APPROXIMATELY 2.1 MILES NORTHWEST OF EZ4435'WENDELL. STATION IS AT THE INTERSECTION OF U.S. 64 BYPASS AND EZ4435'U.S. 64 BUSINESS, APPROXIMATELY 5.2 MILES WEST OF ZEBULON, AND 2.2 EZ4435'MILES NORTHWEST OF THE TOWN OF WENDELL, ON THE SOUTH SIDE OF EZ4435'EAST TRAFFIC LANE AND WEST SIDE OF SR 2366. EZ4435' EZ4435'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ4435'CHIEF 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ4435'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ4435' EZ4435'MARK IS EZ4435' EZ4435'52.3 FT SSE OF DO NOT ENTER SIGN, WITH ALUMINUM REF. TAG EZ4435' EZ4435'23.8 FT SSW OF C/L OF E BOUND LANE OF U.S. 64 EZ4435' EZ4435'55.6 FT NW OF C/L OF SR 2366 EZ4435' EZ4435'156.0 FT W OF PP WITH ALUMINUM REF. TAG EZ4435' EZ4435'99.4 FT WNW OF STOP SIGN WITH ALUMINUM REF. TAG EZ4435' EZ4435'65.5 FT NNE OF PP W/TRANSFORMER AND WITH ALUMINUM REF. TAG 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0856 *********************************************************************** EZ0856 DESIGNATION - CHIMNEY EZ0856 PID - EZ0856 EZ0856 STATE/COUNTY- NC/WAKE EZ0856 USGS QUAD - WAKE FOREST (1987) EZ0856 EZ0856 *CURRENT SURVEY CONTROL EZ0856 ___________________________________________________________________ EZ0856* NAD 83(1986)- 35 57 57.66980(N) 078 34 44.99508(W) ADJUSTED EZ0856* NAVD 88 - 103.803 (meters) 340.56 (feet) ADJUSTED EZ0856 ___________________________________________________________________ EZ0856 LAPLACE CORR- -6.78 (seconds) DEFLEC99 EZ0856 GEOID HEIGHT- -32.67 (meters) GEOID03 EZ0856 DYNAMIC HT - 103.716 (meters) 340.27 (feet) COMP EZ0856 MODELED GRAV- 979,786.2 (mgal) NAVD 88 EZ0856 EZ0856 HORZ ORDER - SECOND EZ0856 VERT ORDER - SECOND CLASS 0 EZ0856 EZ0856.The North Carolina HARNS have been completed but, EZ0856.due to contractual restrictions, coordinates for these stations EZ0856.will NOT be published in the near future. In the interim, the EZ0856.published coordinates in North Carolina will not be EZ0856.consistent with the Continuously Operating Reference Stations EZ0856.(CORS). The HARN coordinates for these stations are available EZ0856.upon request. Contact Gary Thompson(919-733-3836). EZ0856. EZ0856.In addition, the published North Carolina positions EZ0856.(NAD 83 (1986)) are NOT consistent with those determined in EZ0856.adjacent state readjustments. The discontinuity between stations EZ0856.located in North Carolina and those in adjacent states EZ0856.which have been adjusted to the HARN may be as much as 5 EZ0856.decimeters. This will result in a significant loss of accuracy EZ0856.over lines crossing such state borders. EZ0856 EZ0856 EZ0856.The horizontal coordinates were established by classical geodetic methods EZ0856.and adjusted by the National Geodetic Survey in July 1986. EZ0856 EZ0856.The orthometric height was determined by differential leveling EZ0856.and adjusted by the National Geodetic Survey in June 1991. EZ0856 EZ0856.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0856 EZ0856.The geoid height was determined by GEOID03. EZ0856 EZ0856.The dynamic height is computed by dividing the NAVD 88 EZ0856.geopotential number by the normal gravity value computed on the EZ0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0856.degrees latitude (g = 980.6199 gals.). EZ0856 EZ0856.The modeled gravity was interpolated from observed gravity values. EZ0856 EZ0856; North East Units Scale Factor Converg. EZ0856;SPC NC - 245,910.901 647,559.495 MT 0.99995018 +0 14 34.4 EZ0856;SPC NC - 806,792.68 2,124,534.78 sFT 0.99995018 +0 14 34.4 EZ0856;UTM 17 - 3,982,888.940 718,297.958 MT 1.00018723 +1 25 20.4 EZ0856 EZ0856! - Elev Factor x Scale Factor = Combined Factor EZ0856!SPC NC - 0.99998884 x 0.99995018 = 0.99993902 EZ0856!UTM 17 - 0.99998884 x 1.00018723 = 1.00017606 EZ0856 EZ0856: Primary Azimuth Mark Grid Az EZ0856:SPC NC - FN 7 078 12 42.1 EZ0856:UTM 17 - FN 7 077 01 56.1 EZ0856 EZ0856|---------------------------------------------------------------------| EZ0856| PID Reference Object Distance Geod. Az | EZ0856| dddmmss.s | EZ0856| EZ0855 FN 7 APPROX. 0.9 KM 0782716.5 | EZ0856| EZ0857 ALICE 295.304 METERS 27453 | EZ0856|---------------------------------------------------------------------| EZ0856 EZ0856 SUPERSEDED SURVEY CONTROL EZ0856 EZ0856 NAD 27 - 35 57 57.13286(N) 078 34 45.98793(W) AD( ) 2 EZ0856 NGVD 29 (??/??/92) 104.075 (m) 341.45 (f) ADJ UNCH 2 0 EZ0856 EZ0856.Superseded values are not recommended for survey control. EZ0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0856.See file dsdata.txt to determine how the superseded data were derived. EZ0856 EZ0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1829882889(NAD 83) EZ0856_MARKER: DE = TRAVERSE STATION DISK EZ0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0856_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EZ0856_STAMPING: CHIMNEY 1970 EZ0856_MARK LOGO: NCGS EZ0856_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0856+STABILITY: SURFACE MOTION EZ0856 EZ0856 HISTORY - Date Condition Report By EZ0856 HISTORY - 1970 MONUMENTED NCGS EZ0856 HISTORY - 1972 GOOD NCGS EZ0856 HISTORY - 19850101 GOOD NCGS EZ0856 EZ0856 STATION DESCRIPTION EZ0856 EZ0856'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ0856'CHIMNEY IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0856'VICINITY OF NORTHWEST WAKE COUNTY. EZ0856' EZ0856'CHIMNEY IS LOCATED APPROXIMATELY 1.7 MILES NORTH OF FALLS AND EZ0856'3.7 MILES EAST OF BAYLEAF. TO REACH STATION PROCEED FROM THE EZ0856'INTERSECTION OF US 1 AND NC 98, GO WEST ON NC 98 FOR 1.85 MILES TO EZ0856'T INTERSECTION OF NC 98 AND SR 1922, CONTINUE WEST ON NC 98 FOR EZ0856'0.55 MILE TO STATION ON LEFT, APPROXIMATELY 30 FEET WEST OF LANE EZ0856'LEADING TO WHITE SHED, AND 0.45 MILE EAST OF INTERSECTION OF NC EZ0856'98 AND SR 2004. EZ0856' EZ0856'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ0856'CHIMNEY 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ0856'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0856' EZ0856'MARK IS-- EZ0856'32.9 FEET S OF C/L OF NC 98. EZ0856'31.5 FEET W OF C/L OF DIRT LANE. EZ0856'123.7 FEET WNW OF ALUMINUM REF. TAG ON 14 INCH ELM TREE. EZ0856'130.7 FEET NNW OF ALUMINUM REF. TAG ON 30 INCH OAK TREE. EZ0856'75.8 FEET NNW OF LONE 3 INCH PINE TREE. EZ0856'111.6 FEET NW OF TOP CENTER OF WELL. EZ0856 EZ0856 STATION RECOVERY (1972) EZ0856 EZ0856'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0856'1.7 MI N FROM FALLS. EZ0856'STATION IS 1.7 MILES N OF FALLS AND 3.7 MILES E OF BAYLEAF. EZ0856'FROM INTERSECTION OF U.S. 1 AND NC 98 GO WEST ON NC 98 FOR 1.85 EZ0856'MILES TO T INTERSECTION OF NC 98 AND SR 1922, CONTINUE W ON NC EZ0856'98 FOR 0.55 MILE TO STATION ON LEFT, APPROX. 30 FEET W OF LANE EZ0856'LEADING TO WHITE SHED, AND 0.45 MILE EAST OF INTERSECTION OF EZ0856'NC 98 AND SR 2004, 32.9 FT S OF C/L OF NC 98, 31.5 FT W OF C/L EZ0856'OF DIRT LANE, 123.7 FT WNW OF ALUM. REF. TAG ON 14 INCH ELM, EZ0856'130.7 FT NNW OF ALUM. REF. TAG ON 30 INCH OAK AND 75.8 FT NNW EZ0856'OF LONE 3 INCH PINE TREE. STATION IS FLUSH WITH GROUND. EZ0856 EZ0856 STATION RECOVERY (1985) EZ0856 EZ0856'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0856'RECOVERED AS DESCRIBED. LINE OF SIGHT IS BLOCKED IN BOTH DIRECTIONS. A EZ0856'COMPLETE NEW DESCRIPTION FOLLOWS. STATION IS LOCATED ABOUT 2.7 KM EZ0856'(1.65 MI) NORTH OF FALLS, AND 6.0 KM (3.70 MI) EAST OF BAYLEAF. EZ0856'PROCEED ALONG NC 98 FOR 1.13 KM (0.70 MI) WEST-SOUTHWEST FROM THE US 1 EZ0856'OVERPASS TO THE INTERSECTION WITH SR 1967 (OLD NC 98), THENCE EZ0856'SOUTHWEST ALONG SR 1967 FOR 2.9 KM (1.80 MI) TO A DIRT FARM ROAD SOUTH EZ0856'AND THE STATION IN THE SOUTHWEST QUADRANT. STATION IS LOCATED 10.0 M EZ0856'(32.8 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 9.6 M (31.5 FT) WEST OF EZ0856'THE CENTERLINE OF A FARM ROAD, 3.3 M (10.8 FT) SOUTHWEST OF A EZ0856'TELEPHONE PEDESTAL (R48S), 34.0 M (111.5 FT) NORTHWEST OF THE CENTER EZ0856'OF A WELL--AND 37.7 M (123.7 FT) WEST-NORTHWEST OF A 14-INCH ELM, 4.5 EZ0856'M (14.8 FT) NORTHWEST OF A 4-INCH PINE--BOTH WITH REFERENCE TAGS. MARK EZ0856'IS FLUSH WITH GROUND AND 4 FEET (1.2 M) HIGHER THAN THE ROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2394 *********************************************************************** EZ2394 DESIGNATION - CHINA EZ2394 PID - EZ2394 EZ2394 STATE/COUNTY- NC/WAKE EZ2394 USGS QUAD - BUNN WEST (1973) EZ2394 EZ2394 *CURRENT SURVEY CONTROL EZ2394 ___________________________________________________________________ EZ2394* NAD 83(1986)- 35 52 47.20380(N) 078 21 56.22322(W) ADJUSTED EZ2394* NAVD 88 - 93.761 (meters) 307.61 (feet) ADJUSTED EZ2394 ___________________________________________________________________ EZ2394 LAPLACE CORR- -5.58 (seconds) DEFLEC99 EZ2394 GEOID HEIGHT- -33.78 (meters) GEOID03 EZ2394 DYNAMIC HT - 93.679 (meters) 307.35 (feet) COMP EZ2394 MODELED GRAV- 979,756.4 (mgal) NAVD 88 EZ2394 EZ2394 HORZ ORDER - SECOND EZ2394 VERT ORDER - SECOND CLASS II EZ2394 EZ2394.The North Carolina HARNS have been completed but, EZ2394.due to contractual restrictions, coordinates for these stations EZ2394.will NOT be published in the near future. In the interim, the EZ2394.published coordinates in North Carolina will not be EZ2394.consistent with the Continuously Operating Reference Stations EZ2394.(CORS). The HARN coordinates for these stations are available EZ2394.upon request. Contact Gary Thompson(919-733-3836). EZ2394. EZ2394.In addition, the published North Carolina positions EZ2394.(NAD 83 (1986)) are NOT consistent with those determined in EZ2394.adjacent state readjustments. The discontinuity between stations EZ2394.located in North Carolina and those in adjacent states EZ2394.which have been adjusted to the HARN may be as much as 5 EZ2394.decimeters. This will result in a significant loss of accuracy EZ2394.over lines crossing such state borders. EZ2394 EZ2394 EZ2394.The horizontal coordinates were established by classical geodetic methods EZ2394.and adjusted by the National Geodetic Survey in July 1986. EZ2394 EZ2394.The orthometric height was determined by differential leveling EZ2394.and adjusted by the National Geodetic Survey in June 1991. EZ2394 EZ2394.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2394 EZ2394.The geoid height was determined by GEOID03. EZ2394 EZ2394.The dynamic height is computed by dividing the NAVD 88 EZ2394.geopotential number by the normal gravity value computed on the EZ2394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2394.degrees latitude (g = 980.6199 gals.). EZ2394 EZ2394.The modeled gravity was interpolated from observed gravity values. EZ2394 EZ2394; North East Units Scale Factor Converg. EZ2394;SPC NC - 236,444.989 666,881.914 MT 0.99993255 +0 21 58.1 EZ2394;SPC NC - 775,736.60 2,187,928.41 sFT 0.99993255 +0 21 58.1 EZ2394;UTM 17 - 3,973,819.901 737,816.920 MT 1.00029696 +1 32 40.9 EZ2394 EZ2394! - Elev Factor x Scale Factor = Combined Factor EZ2394!SPC NC - 0.99999059 x 0.99993255 = 0.99992314 EZ2394!UTM 17 - 0.99999059 x 1.00029696 = 1.00028754 EZ2394 EZ2394: Primary Azimuth Mark Grid Az EZ2394:SPC NC - HILLOCK 131 46 56.2 EZ2394:UTM 17 - HILLOCK 130 36 13.4 EZ2394 EZ2394|---------------------------------------------------------------------| EZ2394| PID Reference Object Distance Geod. Az | EZ2394| dddmmss.s | EZ2394| EZ2393 HILLOCK APPROX. 0.5 KM 1320854.3 | EZ2394| AE5788 9520 407.599 METERS 3080801.7 | EZ2394| EZ2395 BRANCH APPROX. 0.5 KM 3324553.4 | EZ2394|---------------------------------------------------------------------| EZ2394 EZ2394 SUPERSEDED SURVEY CONTROL EZ2394 EZ2394 NAD 27 - 35 52 46.64910(N) 078 21 57.22734(W) AD( ) 2 EZ2394 NAVD 88 (01/16/98) 93.76 (m) 307.6 (f) LEVELING 3 EZ2394 NGVD 29 (??/??/92) 94.042 (m) 308.54 (f) ADJ UNCH 2 2 EZ2394 EZ2394.Superseded values are not recommended for survey control. EZ2394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2394.See file dsdata.txt to determine how the superseded data were derived. EZ2394 EZ2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3781773820(NAD 83) EZ2394_MARKER: DE = TRAVERSE STATION DISK EZ2394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2394_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2394_STAMPING: CHINA 1976 EZ2394_MARK LOGO: NCGS EZ2394_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ2394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2394+STABILITY: SURFACE MOTION EZ2394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ2394+SATELLITE: SATELLITE OBSERVATIONS - March 22, 1995 EZ2394 EZ2394 HISTORY - Date Condition Report By EZ2394 HISTORY - 1976 MONUMENTED NCGS EZ2394 HISTORY - 1976 GOOD NCGS EZ2394 HISTORY - 19950322 GOOD GEOMET EZ2394 EZ2394 STATION DESCRIPTION EZ2394 EZ2394'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2394'CHINA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2394'IN THE VICINITY OF ZEBULON, NORTH CAROLINA. EZ2394' EZ2394'CHINA IS LOCATED APPROXIMATELY 4.8 MILES NORTHWEST OF ZEBULON EZ2394'AND 5.9 MILES ESE OF ROLESVILLE. TO REACH STATION FROM THE NC 96 EZ2394'OVERPASS OF U.S. 64 BYPASS AT NORTH EDGE OF ZEBULON, PROCEED EZ2394'NORTHWEST ALONG NC 96 FOR 4.1 MILES TO STATION ON LEFT, IN EZ2394'SHOULDER OF HIGHWAY, APPROXIMATELY 200 FEET NORTHWEST OF A EZ2394'SMALL CEMETERY AND 0.15 MILE SOUTHEAST OF INTERSECTION WITH SR EZ2394'2308 CROSSROADS. EZ2394' EZ2394'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2394'CHINA 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2394'WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND. EZ2394' EZ2394'MARK IS 15.6 FT SW OF C/L OF NC 96 EZ2394' EZ2394'101.2 FT NNW OF C/L OF DIRT DRIVE TO CEMETERY EZ2394' EZ2394'98.6 FT NW OF C/L INTERSECTION OF HIGHWAY WITH A DIRT DRIVEWAY EZ2394'LEADING NORTHEAST TO A ONE STORY GREEN FRAME HOUSE EZ2394' EZ2394'16.9 FT NE OF 15 INCH TWIN TRUNK CEDAR WITH ALUMINUM REF. TAG EZ2394' EZ2394'32.7 FT N OF NORTHEAST CORNER OF TOBACCO BARN EZ2394' EZ2394'61.7 FT S OF CENTER OF TOP OF CONCRETE HEADWALL OF CULVERT EZ2394'ON NORTH SIDE OF HIGHWAY EZ2394 EZ2394 STATION RECOVERY (1976) EZ2394 EZ2394'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2394'4.8 MI NW FROM ZEBULON. EZ2394'TO REACH STATION FROM THE NC 96 OVERPASS OF US 64 BYPASS AT NORTH EDGE EZ2394'OF ZEBULON, PROCEED NORTHWEST ALONG NC 96 FOR 4.1 MILES TO STATION ON EZ2394'LEFT, IN SHOULDER OF HIGHWAY, APPROXIMATELY 200 FEET NORTHWEST OF A EZ2394'SMALL CEMETERY, 0.15 MILE SOUTHEAST OF INTERSECTION WITH SR 2308 EZ2394'CROSSROADS. 15.6 FT. SW OF CENTERLINE OF NC 96, 101.2 FT. NNW OF EZ2394'CENTERLINE OF DIRT DRIVE TO CEMETERY, 98.6 FT. NW OF CENTERLINE EZ2394'INTERSECTION OF HIGHWAY WITH A DIRT DRIVEWAY LEADING NORTHEAST TO A EZ2394'ONE STORY GREEN FRAME HOUSE, 16.9 FT. NE OF 15 INCH TWIN TRUNK CEDAR EZ2394'WITH ALUMINUM REF. TAG, 32.7 FT. N OF NORTHEAST CORNER OF TOBACCO BARN EZ2394'AND 61.7 FT. S OF CENTER OF TOP OF CONCRETE HEADWALL OF CULVERT ON EZ2394'NORTH SIDE OF HIGHWAY. DISK IS SET IN CONCRETE CYLINDER, 4 INCHES EZ2394'BELOW THE SURFACE OF THE GROUND. EZ2394 EZ2394 STATION RECOVERY (1995) EZ2394 EZ2394'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1995 (DAR) EZ2394'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0996 *********************************************************************** EZ0996 DESIGNATION - CHOW EZ0996 PID - EZ0996 EZ0996 STATE/COUNTY- NC/WAKE EZ0996 USGS QUAD - RALEIGH WEST (1988) EZ0996 EZ0996 *CURRENT SURVEY CONTROL EZ0996 ___________________________________________________________________ EZ0996* NAD 83(1986)- 35 45 59.73778(N) 078 38 20.23964(W) ADJUSTED EZ0996* NAVD 88 - 92.342 (meters) 302.96 (feet) ADJUSTED EZ0996 ___________________________________________________________________ EZ0996 LAPLACE CORR- -7.43 (seconds) DEFLEC99 EZ0996 GEOID HEIGHT- -32.94 (meters) GEOID03 EZ0996 DYNAMIC HT - 92.262 (meters) 302.70 (feet) COMP EZ0996 MODELED GRAV- 979,765.1 (mgal) NAVD 88 EZ0996 EZ0996 HORZ ORDER - SECOND EZ0996 VERT ORDER - SECOND CLASS 0 EZ0996 EZ0996.The North Carolina HARNS have been completed but, EZ0996.due to contractual restrictions, coordinates for these stations EZ0996.will NOT be published in the near future. In the interim, the EZ0996.published coordinates in North Carolina will not be EZ0996.consistent with the Continuously Operating Reference Stations EZ0996.(CORS). The HARN coordinates for these stations are available EZ0996.upon request. Contact Gary Thompson(919-733-3836). EZ0996. EZ0996.In addition, the published North Carolina positions EZ0996.(NAD 83 (1986)) are NOT consistent with those determined in EZ0996.adjacent state readjustments. The discontinuity between stations EZ0996.located in North Carolina and those in adjacent states EZ0996.which have been adjusted to the HARN may be as much as 5 EZ0996.decimeters. This will result in a significant loss of accuracy EZ0996.over lines crossing such state borders. EZ0996 EZ0996 EZ0996.The horizontal coordinates were established by classical geodetic methods EZ0996.and adjusted by the National Geodetic Survey in July 1986. EZ0996 EZ0996.The orthometric height was determined by differential leveling EZ0996.and adjusted by the National Geodetic Survey in June 1991. EZ0996 EZ0996.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0996 EZ0996.The geoid height was determined by GEOID03. EZ0996 EZ0996.The dynamic height is computed by dividing the NAVD 88 EZ0996.geopotential number by the normal gravity value computed on the EZ0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0996.degrees latitude (g = 980.6199 gals.). EZ0996 EZ0996.The modeled gravity was interpolated from observed gravity values. EZ0996 EZ0996; North East Units Scale Factor Converg. EZ0996;SPC NC - 223,763.780 642,247.065 MT 0.99991286 +0 12 30.2 EZ0996;SPC NC - 734,131.67 2,107,105.58 sFT 0.99991286 +0 12 30.2 EZ0996;UTM 17 - 3,960,632.049 713,439.908 MT 1.00016140 +1 22 49.9 EZ0996 EZ0996! - Elev Factor x Scale Factor = Combined Factor EZ0996!SPC NC - 0.99999068 x 0.99991286 = 0.99990354 EZ0996!UTM 17 - 0.99999068 x 1.00016140 = 1.00015208 EZ0996 EZ0996: Primary Azimuth Mark Grid Az EZ0996:SPC NC - ALCOHOL 184 38 47.7 EZ0996:UTM 17 - ALCOHOL 183 28 28.0 EZ0996 EZ0996|---------------------------------------------------------------------| EZ0996| PID Reference Object Distance Geod. Az | EZ0996| dddmmss.s | EZ0996| EZ0737 EAST=M 20 29.375 METERS 13414 | EZ0996| EZ0997 ALCOHOL APPROX. 0.8 KM 1845117.9 | EZ0996|---------------------------------------------------------------------| EZ0996 EZ0996 SUPERSEDED SURVEY CONTROL EZ0996 EZ0996 NAD 27 - 35 45 59.19254(N) 078 38 21.23196(W) AD( ) 2 EZ0996 NGVD 29 (??/??/92) 92.616 (m) 303.86 (f) ADJ UNCH 2 0 EZ0996 EZ0996.Superseded values are not recommended for survey control. EZ0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0996.See file dsdata.txt to determine how the superseded data were derived. EZ0996 EZ0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1344060632(NAD 83) EZ0996_MARKER: DE = TRAVERSE STATION DISK EZ0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0996_SP_SET: CONCRETE POST EZ0996_STAMPING: CHOW 1967 EZ0996_MARK LOGO: NCGS EZ0996_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0996+STABILITY: SURFACE MOTION EZ0996 EZ0996 HISTORY - Date Condition Report By EZ0996 HISTORY - 1967 MONUMENTED NCGS EZ0996 HISTORY - 1973 GOOD NCGS EZ0996 HISTORY - 1984 GOOD NCGS EZ0996 HISTORY - 1984 GOOD NCGS EZ0996 HISTORY - 19910903 MARK NOT FOUND NCGS EZ0996 HISTORY - 20040520 MARK NOT FOUND USPSQD EZ0996 EZ0996 STATION DESCRIPTION EZ0996 EZ0996'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ0996'CHOW IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ0996'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ0996' EZ0996'CHOW IS LOCATED APPROXIMATELY 0.9 MILES SOUTH OF RALEIGH EZ0996'CAPITOL SQUARE. TO REACH STATION PROCEED FROM CAPITOL SQUARE EZ0996'SOUTH ON S. SALISBURY ST. FOR 0.7 MILE BEARING LEFT ON TO EZ0996'S. WILMINGTON ST., CONTINUE SOUTH ON S. WILMINGTON ST. FOR 0.3 EZ0996'MILE TO STATION, AT THE NORTHEAST CORNER OF BRIDGE OVER EZ0996'SOUTHERN RAILROAD, ON EAST SIDE OF S. WILMINGTON ST. EZ0996' EZ0996'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0996'CHOW 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ0996'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0996' EZ0996'MARK IS EZ0996' EZ0996'43.4 FT NW OF 6 INCH SYCAMORE TREE WITH ALUMINUM REF. TAG EZ0996' EZ0996'15.9 FT N OF NE BRIDGE ABUTMENT EZ0996' EZ0996'47.5 FT SW OF PP WITH ALUMINUM REF. TAG EZ0996' EZ0996'41.6 FT E OF C/L OF N. BOUND LANE OF S. WILMINGTON ST. EZ0996' EZ0996'10.5 FT SE OF NO PARKING SIGN EZ0996' EZ0996'2.0 FT E OF EAST EDGE OF SIDEWALK EZ0996 EZ0996 STATION RECOVERY (1973) EZ0996 EZ0996'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0996'IN RALEIGH. EZ0996'CHOW IS LOCATED 0.95 MILES SOUTH OF CAPITOL SQUARE AT THE SOUTH EZ0996'WILMINGTON STREET BRIDGE (U.S. 70-401 AND NC 50) OVER SOUTHERN EZ0996'RAILROAD. STATION IS ON EAST SIDE OF STREET NEAR THE NE CORNER EZ0996'OF BRIDGE, 15.9 FT N OF N END OF E BRIDGE RAIL, 2.0 FT E OF E EZ0996'EDGE OF SIDEWALK, 3.8 FT N OF BASE OF LIGHT POLE, 10.5 FT SE OF EZ0996'NO PARKING SIGN POST, 47.5 FT SW OF PP W/ALUMINUM REF. TAG, EZ0996'AND 43.4 FT NW OF 6 IN SYCAMORE W/ALUMINUM REF. TAG. DISK IS EZ0996'SET IN CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND. EZ0996 EZ0996 STATION RECOVERY (1984) EZ0996 EZ0996'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ0996'THE STATION WAS RECOVERED AT THIS DATE. EZ0996'MARK IS IN GOOD CONDITION AS DESCRIBED. EZ0996' EZ0996'STATION IS ALSO A BENCH MARK. EZ0996 EZ0996 STATION RECOVERY (1984) EZ0996 EZ0996'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ0996'RECOVERED IN GOOD CONDITION. EZ0996 EZ0996 STATION RECOVERY (1991) EZ0996 EZ0996'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB) EZ0996'DESTROYED--TOP OF MONUMENT HAS BEEN BROKEN OFF BELOW DISK. EZ0996 EZ0996 STATION RECOVERY (2004) EZ0996 EZ0996'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ0996'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5063 *********************************************************************** EZ5063 DESIGNATION - CHUCK EZ5063 PID - EZ5063 EZ5063 STATE/COUNTY- NC/WAKE EZ5063 USGS QUAD - RALEIGH EAST (1993) EZ5063 EZ5063 *CURRENT SURVEY CONTROL EZ5063 ___________________________________________________________________ EZ5063* NAD 83(1986)- 35 49 32.35226(N) 078 35 11.19551(W) ADJUSTED EZ5063* NAVD 88 - 83.8 (meters) 275. (feet) VERTCON EZ5063 ___________________________________________________________________ EZ5063 LAPLACE CORR- -7.89 (seconds) DEFLEC99 EZ5063 GEOID HEIGHT- -33.03 (meters) GEOID03 EZ5063 EZ5063 HORZ ORDER - SECOND EZ5063 EZ5063.The North Carolina HARNS have been completed but, EZ5063.due to contractual restrictions, coordinates for these stations EZ5063.will NOT be published in the near future. In the interim, the EZ5063.published coordinates in North Carolina will not be EZ5063.consistent with the Continuously Operating Reference Stations EZ5063.(CORS). The HARN coordinates for these stations are available EZ5063.upon request. Contact Gary Thompson(919-733-3836). EZ5063. EZ5063.In addition, the published North Carolina positions EZ5063.(NAD 83 (1986)) are NOT consistent with those determined in EZ5063.adjacent state readjustments. The discontinuity between stations EZ5063.located in North Carolina and those in adjacent states EZ5063.which have been adjusted to the HARN may be as much as 5 EZ5063.decimeters. This will result in a significant loss of accuracy EZ5063.over lines crossing such state borders. EZ5063 EZ5063 EZ5063.The horizontal coordinates were established by classical geodetic methods EZ5063.and adjusted by the National Geodetic Survey in July 1986. EZ5063 EZ5063.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5063 EZ5063.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5063 EZ5063.The geoid height was determined by GEOID03. EZ5063 EZ5063; North East Units Scale Factor Converg. EZ5063;SPC NC - 230,334.678 646,967.929 MT 0.99992265 +0 14 19.3 EZ5063;SPC NC - 755,689.69 2,122,593.95 sFT 0.99992265 +0 14 19.3 EZ5063;UTM 17 - 3,967,299.945 718,026.401 MT 1.00018578 +1 24 47.7 EZ5063 EZ5063! - Elev Factor x Scale Factor = Combined Factor EZ5063!SPC NC - 0.99999203 x 0.99992265 = 0.99991468 EZ5063!UTM 17 - 0.99999203 x 1.00018578 = 1.00017781 EZ5063 EZ5063 SUPERSEDED SURVEY CONTROL EZ5063 EZ5063 NAD 27 - 35 49 31.81648(N) 078 35 12.18684(W) AD( ) 2 EZ5063 NGVD 29 (07/19/86) 84.1 (m) 276. (f) VERT ANG EZ5063 EZ5063.Superseded values are not recommended for survey control. EZ5063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5063.See file dsdata.txt to determine how the superseded data were derived. EZ5063 EZ5063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1802667300(NAD 83) EZ5063_MARKER: DE = TRAVERSE STATION DISK EZ5063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5063_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5063_MAGNETIC: N = NO MAGNETIC MATERIAL EZ5063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5063+STABILITY: SURFACE MOTION EZ5063 EZ5063 HISTORY - Date Condition Report By EZ5063 HISTORY - 1965 MONUMENTED NCGS EZ5063 HISTORY - 1980 POOR LOCSUR EZ5063 HISTORY - 1984 MARK NOT FOUND NCGS EZ5063 HISTORY - 20040521 MARK NOT FOUND USPSQD EZ5063 EZ5063 STATION DESCRIPTION EZ5063 EZ5063'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ5063'CHUCK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5063'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5063' EZ5063'CHUCK IS 4.3 MILES NE OF RALEIGH. LOCATED 1.3 MILES NE EZ5063'ALONG U.S. 1 NORTH FROM BRIDGE OVER U.S. 1 BYPASS. 0.25 MILES EZ5063'SW OF SR 2215. 0.1 MILE NE OF SR 2245. IN MEDIAN IN FRONT EZ5063'OF CHUCKS TAVERN. EZ5063' EZ5063'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5063'CHUCK 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5063'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ5063' EZ5063'MARK IS EZ5063' EZ5063'18.5 FT N OF C/L OF N BOUND LANE EZ5063' EZ5063'29.2 FT S OF C/L OF S BOUND LANE EZ5063' EZ5063'6.5 FT N OF YELLOW ARROW PAINTED ON N BOUND LANE EZ5063' EZ5063'27.2 FT S OF YELLOW ARROW PAINTED ON S BOUND LANE EZ5063' EZ5063'61.8 FT W OF ONE WAY SIGN WITH ALUMINUM REF. TAG EZ5063' EZ5063'115.7 FT SW OF 36 INCH PINE WITH ALUMINUM REF. TAG EZ5063' EZ5063'150.0 FT APPROXIMATELY NNE OF TEXACO STATION EZ5063' EZ5063'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ5063 EZ5063 STATION RECOVERY (1980) EZ5063 EZ5063'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (RWK) EZ5063'THE STATION WAS RECOVERED IN POOR CONDITION. THE DISK HAS BEEN EZ5063'REMOVED, BUT THE STEM IS INTACT. EZ5063' EZ5063'ALL REFERENCE TAGS ARE GONE, CHUCKS TAVERN IS GONE. CONCRETE EZ5063'APPARENTLY NOT DISTURBED. A NEW DESCRIPTION FOLLOWS. EZ5063' EZ5063'THE STATION IS LOCATED IN MEDIAN OF US 1 NORTH, DIRECTLY ACROSS FROM EZ5063'DIRT ROAD PASSING BETWEEN NORTH BOULEVARD TAVERN AND THE TEXACO EZ5063'STATION LEADING TO DAVIS METER CO. EZ5063' EZ5063'THE MARK IS 6.39 FEET NORTHWEST OF PK NAIL SET IN YELLOW LINE ON EZ5063'NORTHWEST EDGE OF PAVEMENT AND 17.9 FEET NORTHWEST OF PK NAIL SET IN EZ5063'CENTERLINE OF NORTH BOUND LANE. PK NAIL AND MARKER FORM STRAIGHT EZ5063'LINE. EZ5063 EZ5063 STATION RECOVERY (1984) EZ5063 EZ5063'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ5063'THE STATION NOT RECOVERED AT THIS DATE. EZ5063'STATION WAS SEARCHED FOR BY USING ANGLE AND DISTANCE, PROBABLY EZ5063'DESTROYED BY GRADING OF HIGHWAY. EZ5063' EZ5063'NCGS EZ5063 EZ5063 STATION RECOVERY (2004) EZ5063 EZ5063'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ5063'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2659 *********************************************************************** EZ2659 DESIGNATION - CHURCH EZ2659 PID - EZ2659 EZ2659 STATE/COUNTY- NC/WAKE EZ2659 USGS QUAD - LAKE WHEELER (1993) EZ2659 EZ2659 *CURRENT SURVEY CONTROL EZ2659 ___________________________________________________________________ EZ2659* NAD 83(1986)- 35 42 24.15792(N) 078 37 33.13356(W) ADJUSTED EZ2659* NAVD 88 - 105.571 (meters) 346.36 (feet) ADJUSTED EZ2659 ___________________________________________________________________ EZ2659 LAPLACE CORR- -7.36 (seconds) DEFLEC99 EZ2659 GEOID HEIGHT- -33.13 (meters) GEOID03 EZ2659 DYNAMIC HT - 105.478 (meters) 346.06 (feet) COMP EZ2659 MODELED GRAV- 979,752.5 (mgal) NAVD 88 EZ2659 EZ2659 HORZ ORDER - SECOND EZ2659 VERT ORDER - SECOND CLASS I EZ2659 EZ2659.The North Carolina HARNS have been completed but, EZ2659.due to contractual restrictions, coordinates for these stations EZ2659.will NOT be published in the near future. In the interim, the EZ2659.published coordinates in North Carolina will not be EZ2659.consistent with the Continuously Operating Reference Stations EZ2659.(CORS). The HARN coordinates for these stations are available EZ2659.upon request. Contact Gary Thompson(919-733-3836). EZ2659. EZ2659.In addition, the published North Carolina positions EZ2659.(NAD 83 (1986)) are NOT consistent with those determined in EZ2659.adjacent state readjustments. The discontinuity between stations EZ2659.located in North Carolina and those in adjacent states EZ2659.which have been adjusted to the HARN may be as much as 5 EZ2659.decimeters. This will result in a significant loss of accuracy EZ2659.over lines crossing such state borders. EZ2659 EZ2659 EZ2659.The horizontal coordinates were established by classical geodetic methods EZ2659.and adjusted by the National Geodetic Survey in December 1990. EZ2659 EZ2659.The orthometric height was determined by differential leveling EZ2659.and adjusted by the National Geodetic Survey in June 1991. EZ2659 EZ2659.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2659 EZ2659.The geoid height was determined by GEOID03. EZ2659 EZ2659.The dynamic height is computed by dividing the NAVD 88 EZ2659.geopotential number by the normal gravity value computed on the EZ2659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2659.degrees latitude (g = 980.6199 gals.). EZ2659 EZ2659.The modeled gravity was interpolated from observed gravity values. EZ2659 EZ2659; North East Units Scale Factor Converg. EZ2659;SPC NC - 217,124.519 643,455.253 MT 0.99990403 +0 12 57.4 EZ2659;SPC NC - 712,349.36 2,111,069.44 sFT 0.99990403 +0 12 57.4 EZ2659;UTM 17 - 3,954,017.173 714,783.891 MT 1.00016850 +1 23 10.2 EZ2659 EZ2659! - Elev Factor x Scale Factor = Combined Factor EZ2659!SPC NC - 0.99998863 x 0.99990403 = 0.99989266 EZ2659!UTM 17 - 0.99998863 x 1.00016850 = 1.00015713 EZ2659 EZ2659 SUPERSEDED SURVEY CONTROL EZ2659 EZ2659 NGVD 29 (12/03/90) 105.82 (m) 347.2 (f) LEVELING 3 EZ2659 EZ2659.Superseded values are not recommended for survey control. EZ2659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2659.See file dsdata.txt to determine how the superseded data were derived. EZ2659 EZ2659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1478454017(NAD 83) EZ2659_MARKER: DE = TRAVERSE STATION DISK EZ2659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2659_SP_SET: CONCRETE POST EZ2659_STAMPING: CHURCH 1978 EZ2659_MARK LOGO: NCGS EZ2659_PROJECTION: RECESSED 13 CENTIMETERS EZ2659_MAGNETIC: N = NO MAGNETIC MATERIAL EZ2659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2659+STABILITY: SURFACE MOTION EZ2659_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ2659+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2005 EZ2659 EZ2659 HISTORY - Date Condition Report By EZ2659 HISTORY - 1978 MONUMENTED NCGS EZ2659 HISTORY - 1978 GOOD NCGS EZ2659 HISTORY - 20021112 GOOD USPSQD EZ2659 HISTORY - 20040521 GOOD USPSQD EZ2659 HISTORY - 20050530 GOOD USPSQD EZ2659 EZ2659 STATION DESCRIPTION EZ2659 EZ2659'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ2659'THE STATION IS LOCATED IN GARNER. EZ2659' EZ2659'TO REACH THE STATION FROM THE SR 2713 (VANDORA SPRINGS ROAD) OVERPASS EZ2659'OF US 70, PROCEED SOUTHWEST ALONG SR 2713 FOR 0.35 MILE TO SAINT EZ2659'MARY CATHOLIC CHURCH AND STATION ON THE RIGHT IN SHOULDER. EZ2659' EZ2659'STATION MARK IS A STANDARD DISK STAMPED---CHURCH 1978---SET IN THE TOP EZ2659'OF A CONCRETE CYLINDER WHICH IS 5 INCHES BELOW THE GROUND SURFACE. EZ2659'THE MARK IS 20.0 FEET WEST-NORTHWEST OF CENTERLINE OF SR 2713, 28.6 EZ2659'FEET SOUTH OF 8 INCH GUM WITH REFERENCE TAG, 38.0 FEET SOUTH-SOUTHEAST EZ2659'OF POWER POLE WITH LIGHT AND REFERENCE TAG, 77.7 FEET WEST OF POWER EZ2659'POLE ON EAST SIDE OF SR 2713 WITH REFERENCE TAG, 5.2 FEET WEST- EZ2659'NORTHWEST OF EDGE OF PAVEMENT AND 113.8 FEET NORTH-NORTHEAST OF NORTH EZ2659'END OF CULVERT UNDER DRIVE TO CHURCH. EZ2659 EZ2659 STATION RECOVERY (1978) EZ2659 EZ2659'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EZ2659'IN GARNER. EZ2659'TO REACH THE STATION FROM THE SR 2713 (VANDORA SPRINGS ROAD) OVERPASS EZ2659'OF US 70, PROCEED SOUTHWEST ALONG SR 2713 FOR 0.35 MILE TO ST.MARY EZ2659'CATHOLIC CHURCH AND STATION ON RIGHT IN SHOULDER, 20.0 FEET EZ2659'WEST-NORTHWEST OF THE CENTERLINE OF SR 2713, 28.6 FEET SOUTH OF AN 8 EZ2659'INCH GUM WITH REFERENCE TAG, 38.0 FEET SOUTH-SOUTHEAST OF A POWER POLE EZ2659'WITH LIGHT AND REFERENCE TAG, 77.7 FEET WEST OF A POWER POLE ON EAST EZ2659'SIDE OF SR 2713 WITH REFERENCE TAG, 5.2 FEET WEST-NORTHWEST OF EDGE OF EZ2659'PAVEMENT, AND 113.8 FEET NORTH-NORTHEAST OF NORTH END OF CULVERT EZ2659'UNDER DRIVE TO CHURCH. EZ2659'THE MARK IS 1 FT BELOW ROAD. EZ2659 EZ2659 STATION RECOVERY (2002) EZ2659 EZ2659'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM) EZ2659'NOW A 15' GUM TREE BUT NO REFERENCE TAG. EZ2659 EZ2659 STATION RECOVERY (2004) EZ2659 EZ2659'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ2659'RECOVERED IN GOOD CONDITION. EZ2659 EZ2659 STATION RECOVERY (2005) EZ2659 EZ2659'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ2659'N 35 42.402 EZ2659'W 078 37.550 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2241 *********************************************************************** EZ2241 DESIGNATION - CHURCHES EZ2241 PID - EZ2241 EZ2241 STATE/COUNTY- NC/WAKE EZ2241 USGS QUAD - ANGIER (1993) EZ2241 EZ2241 *CURRENT SURVEY CONTROL EZ2241 ___________________________________________________________________ EZ2241* NAD 83(1986)- 35 35 38.89644(N) 078 42 56.65022(W) ADJUSTED EZ2241* NAVD 88 - 120.701 (meters) 396.00 (feet) ADJUSTED EZ2241 ___________________________________________________________________ EZ2241 LAPLACE CORR- -5.08 (seconds) DEFLEC99 EZ2241 GEOID HEIGHT- -32.93 (meters) GEOID03 EZ2241 DYNAMIC HT - 120.596 (meters) 395.66 (feet) COMP EZ2241 MODELED GRAV- 979,756.9 (mgal) NAVD 88 EZ2241 EZ2241 HORZ ORDER - SECOND EZ2241 VERT ORDER - SECOND CLASS II EZ2241 EZ2241.The North Carolina HARNS have been completed but, EZ2241.due to contractual restrictions, coordinates for these stations EZ2241.will NOT be published in the near future. In the interim, the EZ2241.published coordinates in North Carolina will not be EZ2241.consistent with the Continuously Operating Reference Stations EZ2241.(CORS). The HARN coordinates for these stations are available EZ2241.upon request. Contact Gary Thompson(919-733-3836). EZ2241. EZ2241.In addition, the published North Carolina positions EZ2241.(NAD 83 (1986)) are NOT consistent with those determined in EZ2241.adjacent state readjustments. The discontinuity between stations EZ2241.located in North Carolina and those in adjacent states EZ2241.which have been adjusted to the HARN may be as much as 5 EZ2241.decimeters. This will result in a significant loss of accuracy EZ2241.over lines crossing such state borders. EZ2241 EZ2241 EZ2241.The horizontal coordinates were established by classical geodetic methods EZ2241.and adjusted by the National Geodetic Survey in July 1986. EZ2241 EZ2241.The orthometric height was determined by differential leveling EZ2241.and adjusted by the National Geodetic Survey in June 1991. EZ2241 EZ2241.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2241 EZ2241.The geoid height was determined by GEOID03. EZ2241 EZ2241.The dynamic height is computed by dividing the NAVD 88 EZ2241.geopotential number by the normal gravity value computed on the EZ2241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2241.degrees latitude (g = 980.6199 gals.). EZ2241 EZ2241.The modeled gravity was interpolated from observed gravity values. EZ2241 EZ2241; North East Units Scale Factor Converg. EZ2241;SPC NC - 204,608.673 635,359.319 MT 0.99989039 +0 09 50.6 EZ2241;SPC NC - 671,286.95 2,084,508.03 sFT 0.99989039 +0 09 50.6 EZ2241;UTM 17 - 3,941,335.708 706,942.807 MT 1.00012776 +1 19 48.0 EZ2241 EZ2241! - Elev Factor x Scale Factor = Combined Factor EZ2241!SPC NC - 0.99998622 x 0.99989039 = 0.99987662 EZ2241!UTM 17 - 0.99998622 x 1.00012776 = 1.00011398 EZ2241 EZ2241: Primary Azimuth Mark Grid Az EZ2241:SPC NC - ROYSTER 087 09 51.5 EZ2241:UTM 17 - ROYSTER 085 59 54.1 EZ2241 EZ2241|---------------------------------------------------------------------| EZ2241| PID Reference Object Distance Geod. Az | EZ2241| dddmmss.s | EZ2241| EZ2240 ROYSTER APPROX. 1.0 KM 0871942.1 | EZ2241|---------------------------------------------------------------------| EZ2241 EZ2241 SUPERSEDED SURVEY CONTROL EZ2241 EZ2241 NAD 27 - 35 35 38.33708(N) 078 42 57.61737(W) AD( ) 2 EZ2241 NGVD 29 (??/??/92) 120.965 (m) 396.87 (f) ADJ UNCH 2 2 EZ2241 EZ2241.Superseded values are not recommended for survey control. EZ2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2241.See file dsdata.txt to determine how the superseded data were derived. EZ2241 EZ2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0694341336(NAD 83) EZ2241_MARKER: DE = TRAVERSE STATION DISK EZ2241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2241_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2241_STAMPING: CHURCHES 1976 EZ2241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2241+STABILITY: SURFACE MOTION EZ2241 EZ2241 HISTORY - Date Condition Report By EZ2241 HISTORY - 1976 MONUMENTED NCGS EZ2241 HISTORY - 1976 GOOD NCGS EZ2241 EZ2241 STATION DESCRIPTION EZ2241 EZ2241'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2241'CHURCHES IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2241'IN THE VICINITY OF WILLOW SPRINGS, NORTH CAROLINA. EZ2241' EZ2241'CHURCHES IS LOCATED IN EAST SECTION OF WILLOW SPRINGS, 4.7 MILES EZ2241'EAST OF FUQUAY-VARINA AND 10.0 MILES SOUTHWEST OF GARNER. TO EZ2241'REACH STATION FROM INTERSECTION OF NC 42 WITH NC 55 NEAR THEIR EZ2241'JUNCTION WITH U.S. 401 EAST OF FUQUAY-VARINA, PROCEED EASTERLY EZ2241'ALONG NC 42 FOR 2.55 MILES TO STATION ON LEFT, ON SLOPING BANK EZ2241'AT A POWER POLE, ABOUT MIDWAY BETWEEN A BAPTIST AND A EZ2241'PRESBYTERIAN CHURCH AND 0.15 MILE EAST OF T INTERSECTION WITH EZ2241'SR 2751 (N). EZ2241' EZ2241'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2241'CHURCHES 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2241'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ2241' EZ2241'MARK IS 42.6 FT N OF C/L OF NC 42 EZ2241' EZ2241'220.8 FT WSW OF C/L OF DIRT FARM ROAD (N) EZ2241' EZ2241'2.7 FT S OF POWER POLE WITH ALUMINUM REF. TAG EZ2241' EZ2241'125.9 FT WNW OF WESTERNMOST END OF METAL CULVERT UNDER FARM EZ2241'ENTRANCE ROAD (S) EZ2241' EZ2241'215.9 FT ENE OF METAL T ROAD INTERSECTION SIGN POST EZ2241' EZ2241'197.9 FT W OF CENTER OF TOP OF NORTH CONCRETE HEADWALL EZ2241 EZ2241 STATION RECOVERY (1976) EZ2241 EZ2241'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2241'IN WILLOW SPRINGS. EZ2241'TO REACH STATION FROM INTERSECTION OF NC 42 WITH NC 55 NEAR THEIR EZ2241'JUNCTION WITH US 401 EAST OF FUQUAY-VARINA, PROCEED EASTERLY ALONG NC EZ2241'42 FOR 2.55 MILES TO STATION ON LEFT, ON SLOPING BANK AT A POWER POLE, EZ2241'ABOUT MIDWAY BETWEEN A BAPTIST AND A PRESBYTERIAN CHURCH, 0.15 MILE EZ2241'EAST OF T INTERSECTION WITH SR 2751 (N). 42.6 FT. N OF CENTERLINE OF EZ2241'NC 42, 220.8 FT. WSW OF CENTERLINE OF DIRT FARM ROAD (N), 2.7 FT. S OF EZ2241'POWER POLE WITH ALUMINUM REF. TAG, 125.9 FT. WNW OF WESTERNMOST END OF EZ2241'METAL CULVERT UNDER FARM ENTRANCE ROAD (S), 215.9 FT. ENE OF METAL T EZ2241'ROAD INTERSECTION SIGN POST AND 197.9 FT. W OF CENTER OF TOP OF NORTH EZ2241'CONCRETE HEADWALL. DISK IS SET IN CONCRETE CYLINDER, 2 INCHES BELOW EZ2241'THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4436 *********************************************************************** EZ4436 DESIGNATION - CITGO EZ4436 PID - EZ4436 EZ4436 STATE/COUNTY- NC/WAKE EZ4436 USGS QUAD - KNIGHTDALE (1993) EZ4436 EZ4436 *CURRENT SURVEY CONTROL EZ4436 ___________________________________________________________________ EZ4436* NAD 83(1986)- 35 49 00.34454(N) 078 22 30.77237(W) ADJUSTED EZ4436* NAVD 88 - 101.4 (meters) 333. (feet) VERTCON EZ4436 ___________________________________________________________________ EZ4436 LAPLACE CORR- -5.06 (seconds) DEFLEC99 EZ4436 GEOID HEIGHT- -33.89 (meters) GEOID03 EZ4436 EZ4436 HORZ ORDER - SECOND EZ4436 EZ4436.The North Carolina HARNS have been completed but, EZ4436.due to contractual restrictions, coordinates for these stations EZ4436.will NOT be published in the near future. In the interim, the EZ4436.published coordinates in North Carolina will not be EZ4436.consistent with the Continuously Operating Reference Stations EZ4436.(CORS). The HARN coordinates for these stations are available EZ4436.upon request. Contact Gary Thompson(919-733-3836). EZ4436. EZ4436.In addition, the published North Carolina positions EZ4436.(NAD 83 (1986)) are NOT consistent with those determined in EZ4436.adjacent state readjustments. The discontinuity between stations EZ4436.located in North Carolina and those in adjacent states EZ4436.which have been adjusted to the HARN may be as much as 5 EZ4436.decimeters. This will result in a significant loss of accuracy EZ4436.over lines crossing such state borders. EZ4436 EZ4436 EZ4436.The horizontal coordinates were established by classical geodetic methods EZ4436.and adjusted by the National Geodetic Survey in July 1986. EZ4436 EZ4436.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4436 EZ4436.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4436 EZ4436.The geoid height was determined by GEOID03. EZ4436 EZ4436; North East Units Scale Factor Converg. EZ4436;SPC NC - 229,448.078 666,059.382 MT 0.99992111 +0 21 38.2 EZ4436;SPC NC - 752,780.90 2,185,229.82 sFT 0.99992111 +0 21 38.2 EZ4436;UTM 17 - 3,966,804.984 737,138.076 MT 1.00029300 +1 32 12.2 EZ4436 EZ4436! - Elev Factor x Scale Factor = Combined Factor EZ4436!SPC NC - 0.99998940 x 0.99992111 = 0.99991051 EZ4436!UTM 17 - 0.99998940 x 1.00029300 = 1.00028240 EZ4436 EZ4436: Primary Azimuth Mark Grid Az EZ4436:SPC NC - TOBACCO 256 00 55.2 EZ4436:UTM 17 - TOBACCO 254 50 21.2 EZ4436 EZ4436|---------------------------------------------------------------------| EZ4436| PID Reference Object Distance Geod. Az | EZ4436| dddmmss.s | EZ4436| EZ4449 TOBACCO 480.149 METERS 2562233.4 | EZ4436|---------------------------------------------------------------------| EZ4436 EZ4436 SUPERSEDED SURVEY CONTROL EZ4436 EZ4436 NAD 27 - 35 48 59.78796(N) 078 22 31.77003(W) AD( ) 2 EZ4436 NGVD 29 (07/19/86) 101.7 (m) 334. (f) VERT ANG EZ4436 EZ4436.Superseded values are not recommended for survey control. EZ4436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4436.See file dsdata.txt to determine how the superseded data were derived. EZ4436 EZ4436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3713866805(NAD 83) EZ4436_MARKER: DE = TRAVERSE STATION DISK EZ4436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4436_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4436_STAMPING: CITGO 1969 EZ4436_MARK LOGO: NCGS EZ4436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4436+STABILITY: SURFACE MOTION EZ4436 EZ4436 HISTORY - Date Condition Report By EZ4436 HISTORY - 1969 MONUMENTED NCGS EZ4436 EZ4436 STATION DESCRIPTION EZ4436 EZ4436'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ4436'CITGO IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ4436'THE VICINITY OF ZEBULON, NORTH CAROLINA. EZ4436' EZ4436'CITGO IS LOCATED APPROXIMATELY 3.5 MILES WEST OF ZEBULON AND EZ4436'2.2 MILES NORTH OF WENDELL. TO REACH STATION PROCEED FROM EZ4436'THE INTERSECTION OF U.S. 64 BUSINESS AND U.S. 64 BYPASS AT WEST EZ4436'END OF ZEBULON, GO WEST ON U.S. 64 BYPASS FOR 3.15 MILES TO EZ4436'INTERSECTION OF U.S. 64 BYPASS AND SR 2329 (LIZARD LICK). EZ4436'STATION IS ON THE NORTH SIDE OF U.S. 64 BYPASS IN NORTHWEST QUAD EZ4436'FORMED BY INTERSECTION OF U.S. 64 BYPASS AND SR 2329. EZ4436' EZ4436'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ4436'CITGO 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ4436'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ4436' EZ4436'MARK IS EZ4436' EZ4436'46.7 FT N OF C/L OF U.S. 64 BYPASS EZ4436' EZ4436'77.3 FT W OF C/L OF SR 2329 EZ4436' EZ4436'6.9 FT SSE OF METAL CITGO SIGN EZ4436' EZ4436'8.0 FT E OF CURB OF ISLAND EZ4436' EZ4436'62.1 FT WSW OF STOP SIGN WITH ALUMINUM REF. TAG EZ4436' EZ4436'108.6 FT WSW OF PP W/TRANSFORMER AND WITH ALUMINUM REF. TAG EZ4436' EZ4436'53.3 FT ESE OF USGS BM STAMPED---151 DRD 1960---, AND EZ4436'SET IN CONCRETE BASE FOR GAS PUMPS 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7471 *********************************************************************** AE7471 DESIGNATION - CITIZEN AE7471 PID - AE7471 AE7471 STATE/COUNTY- NC/WAKE AE7471 USGS QUAD - RALEIGH EAST (1993) AE7471 AE7471 *CURRENT SURVEY CONTROL AE7471 ___________________________________________________________________ AE7471* NAD 83(1986)- 35 51 00.13712(N) 078 34 50.83076(W) ADJUSTED AE7471* NAVD 88 - 99.658 (meters) 326.96 (feet) ADJUSTED AE7471 ___________________________________________________________________ AE7471 LAPLACE CORR- -7.91 (seconds) DEFLEC99 AE7471 GEOID HEIGHT- -32.99 (meters) GEOID03 AE7471 DYNAMIC HT - 99.572 (meters) 326.68 (feet) COMP AE7471 MODELED GRAV- 979,772.5 (mgal) NAVD 88 AE7471 AE7471 HORZ ORDER - SECOND AE7471 VERT ORDER - SECOND CLASS II AE7471 AE7471.The North Carolina HARNS have been completed but, AE7471.due to contractual restrictions, coordinates for these stations AE7471.will NOT be published in the near future. In the interim, the AE7471.published coordinates in North Carolina will not be AE7471.consistent with the Continuously Operating Reference Stations AE7471.(CORS). The HARN coordinates for these stations are available AE7471.upon request. Contact Gary Thompson(919-733-3836). AE7471. AE7471.In addition, the published North Carolina positions AE7471.(NAD 83 (1986)) are NOT consistent with those determined in AE7471.adjacent state readjustments. The discontinuity between stations AE7471.located in North Carolina and those in adjacent states AE7471.which have been adjusted to the HARN may be as much as 5 AE7471.decimeters. This will result in a significant loss of accuracy AE7471.over lines crossing such state borders. AE7471 AE7471 AE7471.The horizontal coordinates were established by classical geodetic methods AE7471.and adjusted by the National Geodetic Survey in February 1998. AE7471 AE7471.The orthometric height was determined by differential leveling AE7471.and adjusted by the National Geodetic Survey in September 1998. AE7471 AE7471.The Laplace correction was computed from DEFLEC99 derived deflections. AE7471 AE7471.The geoid height was determined by GEOID03. AE7471 AE7471.The dynamic height is computed by dividing the NAVD 88 AE7471.geopotential number by the normal gravity value computed on the AE7471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7471.degrees latitude (g = 980.6199 gals.). AE7471 AE7471.The modeled gravity was interpolated from observed gravity values. AE7471 AE7471; North East Units Scale Factor Converg. AE7471;SPC NC - 233,042.221 647,467.625 MT 0.99992700 +0 14 31.0 AE7471;SPC NC - 764,572.69 2,124,233.37 sFT 0.99992700 +0 14 31.0 AE7471;UTM 17 - 3,970,017.879 718,470.587 MT 1.00018817 +1 25 02.7 AE7471 AE7471! - Elev Factor x Scale Factor = Combined Factor AE7471!SPC NC - 0.99998954 x 0.99992700 = 0.99991654 AE7471!UTM 17 - 0.99998954 x 1.00018817 = 1.00017770 AE7471 AE7471 SUPERSEDED SURVEY CONTROL AE7471 AE7471 NGVD 29 (02/27/98) 99.93 (m) 327.9 (f) LEVELING 3 AE7471 AE7471.Superseded values are not recommended for survey control. AE7471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7471.See file dsdata.txt to determine how the superseded data were derived. AE7471 AE7471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1847170018(NAD 83) AE7471_MARKER: DH = HORIZONTAL CONTROL DISK AE7471_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. AE7471_SP_SET: SIDEWALK AE7471_STAMPING: CITIZEN 1987 AE7471_MARK LOGO: NCGS AE7471_MAGNETIC: N = NO MAGNETIC MATERIAL AE7471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AE7471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE7471+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2000 AE7471 AE7471 HISTORY - Date Condition Report By AE7471 HISTORY - 1987 MONUMENTED NCGS AE7471 HISTORY - 19870101 GOOD NCGS AE7471 HISTORY - 20000227 GOOD NCGS AE7471 AE7471 STATION DESCRIPTION AE7471 AE7471'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7471'STATION IS LOCATED ABOUT 8.9 KM (5.55 MI) NORTHEAST OF CAPITAL SQUARE AE7471'IN RALEIGH. AT THE US 1 (CAPITAL BOULEVARD) AND MILLBROOK ROAD AE7471'INTERSECTION, IN THE NORTHWEST QUADRANT, IN THE SIDEWALK. MARK IS AE7471'LEVEL WITH THE HIGHWAY. LOCATED 11.4 M (37.4 FT) NORTH OF THE AE7471'CENTERLINE OF WEST BOUND MILLBROOK ROAD, 29.2 M (95.8 FT) AE7471'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A BANK, 5.0 M (16.4 FT) AE7471'NORTHEAST OF THE NORTHEAST CORNER OF A SIGNAL BOX BASE, 10.1 M (33.1 AE7471'FT) EAST OF A FIRE HYDRANT, 11.7 M (38.4 FT) SOUTH OF A METAL LAMP AE7471'POST, AND 7.2 M (23.6 FT) NORTHWEST OF A MANHOLE COVER. AE7471 AE7471 STATION RECOVERY (1987) AE7471 AE7471'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7471'RECOVERED AS DESCRIBED. AE7471 AE7471 STATION RECOVERY (2000) AE7471 AE7471'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL) AE7471'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4489 *********************************************************************** EZ4489 DESIGNATION - CITY LIMIT EZ4489 PID - EZ4489 EZ4489 STATE/COUNTY- NC/WAKE EZ4489 USGS QUAD - ROLESVILLE (1993) EZ4489 EZ4489 *CURRENT SURVEY CONTROL EZ4489 ___________________________________________________________________ EZ4489* NAD 83(1986)- 35 58 15.71724(N) 078 29 32.80228(W) ADJUSTED EZ4489* NAVD 88 - 103.9 (meters) 341. (feet) VERTCON EZ4489 ___________________________________________________________________ EZ4489 LAPLACE CORR- -7.25 (seconds) DEFLEC99 EZ4489 GEOID HEIGHT- -33.01 (meters) GEOID03 EZ4489 EZ4489 HORZ ORDER - SECOND EZ4489 EZ4489.The North Carolina HARNS have been completed but, EZ4489.due to contractual restrictions, coordinates for these stations EZ4489.will NOT be published in the near future. In the interim, the EZ4489.published coordinates in North Carolina will not be EZ4489.consistent with the Continuously Operating Reference Stations EZ4489.(CORS). The HARN coordinates for these stations are available EZ4489.upon request. Contact Gary Thompson(919-733-3836). EZ4489. EZ4489.In addition, the published North Carolina positions EZ4489.(NAD 83 (1986)) are NOT consistent with those determined in EZ4489.adjacent state readjustments. The discontinuity between stations EZ4489.located in North Carolina and those in adjacent states EZ4489.which have been adjusted to the HARN may be as much as 5 EZ4489.decimeters. This will result in a significant loss of accuracy EZ4489.over lines crossing such state borders. EZ4489 EZ4489 EZ4489.The horizontal coordinates were established by classical geodetic methods EZ4489.and adjusted by the National Geodetic Survey in July 1986. EZ4489 EZ4489.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4489 EZ4489.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4489 EZ4489.The geoid height was determined by GEOID03. EZ4489 EZ4489; North East Units Scale Factor Converg. EZ4489;SPC NC - 246,503.697 655,378.543 MT 0.99995127 +0 17 34.6 EZ4489;SPC NC - 808,737.55 2,150,187.77 sFT 0.99995127 +0 17 34.6 EZ4489;UTM 17 - 3,983,642.825 726,105.152 MT 1.00022998 +1 28 24.6 EZ4489 EZ4489! - Elev Factor x Scale Factor = Combined Factor EZ4489!SPC NC - 0.99998887 x 0.99995127 = 0.99994014 EZ4489!UTM 17 - 0.99998887 x 1.00022998 = 1.00021885 EZ4489 EZ4489: Primary Azimuth Mark Grid Az EZ4489:SPC NC - WAITALL 304 49 04.6 EZ4489:UTM 17 - WAITALL 303 38 14.6 EZ4489 EZ4489|---------------------------------------------------------------------| EZ4489| PID Reference Object Distance Geod. Az | EZ4489| dddmmss.s | EZ4489| EZ4487 WATER PLANT 443.889 METERS 1205552.2 | EZ4489| EZ5021 WAITALL APPROX. 1.0 KM 3050639.2 | EZ4489|---------------------------------------------------------------------| EZ4489 EZ4489 SUPERSEDED SURVEY CONTROL EZ4489 EZ4489 NAD 27 - 35 58 15.16866(N) 078 29 33.80364(W) AD( ) 2 EZ4489 NGVD 29 (07/19/86) 104.2 (m) 342. (f) VERT ANG EZ4489 EZ4489.Superseded values are not recommended for survey control. EZ4489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4489.See file dsdata.txt to determine how the superseded data were derived. EZ4489 EZ4489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2610583643(NAD 83) EZ4489_MARKER: DE = TRAVERSE STATION DISK EZ4489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4489_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4489_MAGNETIC: N = NO MAGNETIC MATERIAL EZ4489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4489+STABILITY: SURFACE MOTION EZ4489 EZ4489 HISTORY - Date Condition Report By EZ4489 HISTORY - 1978 MONUMENTED NCGS EZ4489 HISTORY - 20041203 MARK NOT FOUND USPSQD EZ4489 EZ4489 STATION DESCRIPTION EZ4489 EZ4489'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ4489'THE STATION IS LOCATED IN SOUTHEAST EDGE OF WAKE FOREST. EZ4489' EZ4489'TO REACH THE STATION FROM THE EASTERNMOST INTERSECTION OF US 1A WITH EZ4489'NC 98 IN WAKE FOREST, PROCEED EASTERLY ALONG NC 98 FOR 1.2 MILES TO EZ4489'END OF CITY LIMITS AND STATION ON THE RIGHT, ON CREST OF 12 FOOT BANK, EZ4489'ON PROLONGATION OF AND ACROSS HIGHWAY FROM EAST SIDE OF A BRICK HOUSE EZ4489'CONTAINING DOTS BEAUTY SHOP. EZ4489' EZ4489'STATION MARK IS A STANDARD DISK STAMPED---CITY LIMIT 1978---SET IN THE EZ4489'TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE. EZ4489'THE MARK IS 33.8 FEET SOUTHWEST OF CENTERLINE OF NC 98, 10.7 FEET EZ4489'SOUTHEAST OF TELEPHONE POLE 15 WITH REFERENCE TAG, 63.4 FEET WEST- EZ4489'SOUTHWEST OF FIRE HYDRANT, 19.4 FEET NORTHWEST OF 4 INCH BY 4 INCH EZ4489'CONCRETE PROPERTY CORNER AND 3.0 FEET NORTHEAST OF METAL WITNESS SIGN. EZ4489 EZ4489 STATION RECOVERY (2004) EZ4489 EZ4489'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ4489'MARK NOT FOUND,HIGHWAY 98 WIDENED WITH NEW INTERSECTION, PROBABLY EZ4489'UNDER ASPHALT 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6489 *********************************************************************** EZ6489 DESIGNATION - CITY OF RALEIGH AZ MK EZ6489 PID - EZ6489 EZ6489 STATE/COUNTY- NC/WAKE EZ6489 USGS QUAD - RALEIGH WEST (1988) EZ6489 EZ6489 *CURRENT SURVEY CONTROL EZ6489 ___________________________________________________________________ EZ6489* NAD 83(1986)- 35 46 05.63363(N) 078 40 45.59524(W) ADJUSTED EZ6489* NAVD 88 - 93.9 (meters) 308. (feet) VERT ANG EZ6489 ___________________________________________________________________ EZ6489 LAPLACE CORR- -7.02 (seconds) DEFLEC99 EZ6489 GEOID HEIGHT- -32.76 (meters) GEOID03 EZ6489 EZ6489 HORZ ORDER - SECOND EZ6489 EZ6489.The North Carolina HARNS have been completed but, EZ6489.due to contractual restrictions, coordinates for these stations EZ6489.will NOT be published in the near future. In the interim, the EZ6489.published coordinates in North Carolina will not be EZ6489.consistent with the Continuously Operating Reference Stations EZ6489.(CORS). The HARN coordinates for these stations are available EZ6489.upon request. Contact Gary Thompson(919-733-3836). EZ6489. EZ6489.In addition, the published North Carolina positions EZ6489.(NAD 83 (1986)) are NOT consistent with those determined in EZ6489.adjacent state readjustments. The discontinuity between stations EZ6489.located in North Carolina and those in adjacent states EZ6489.which have been adjusted to the HARN may be as much as 5 EZ6489.decimeters. This will result in a significant loss of accuracy EZ6489.over lines crossing such state borders. EZ6489 EZ6489 EZ6489.The horizontal coordinates were established by classical geodetic methods EZ6489.and adjusted by the National Geodetic Survey in March 1992. EZ6489 EZ6489.The orthometric height was determined by vertical angle observations. EZ6489 EZ6489.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6489 EZ6489.The geoid height was determined by GEOID03. EZ6489 EZ6489; North East Units Scale Factor Converg. EZ6489;SPC NC - 223,932.942 638,595.621 MT 0.99991312 +0 11 06.3 EZ6489;SPC NC - 734,686.66 2,095,125.80 sFT 0.99991312 +0 11 06.3 EZ6489;UTM 17 - 3,960,726.513 709,784.895 MT 1.00014234 +1 21 25.0 EZ6489 EZ6489! - Elev Factor x Scale Factor = Combined Factor EZ6489!SPC NC - 0.99999040 x 0.99991312 = 0.99990352 EZ6489!UTM 17 - 0.99999040 x 1.00014234 = 1.00013274 EZ6489 EZ6489 SUPERSEDED SURVEY CONTROL EZ6489 EZ6489.No superseded survey control is available for this station. EZ6489 EZ6489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0978560727(NAD 83) EZ6489_MARKER: DZ = AZIMUTH MARK DISK EZ6489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6489_SP_SET: CONCRETE POST EZ6489_STAMPING: CITY OF RALEIGH 1988 EZ6489_MARK LOGO: NCGS EZ6489_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6489+STABILITY: SURFACE MOTION EZ6489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6489+SATELLITE: SATELLITE OBSERVATIONS - 1988 EZ6489 EZ6489 HISTORY - Date Condition Report By EZ6489 HISTORY - 1988 MONUMENTED NCGS EZ6489 EZ6489 STATION DESCRIPTION EZ6489 EZ6489'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ6489'STATION IS LOCATED IN SOUTHWEST RALEIGH ON THE NCSU CENTENNIAL CAMPUS. EZ6489'PROCEED ALONG WESTERN BOULEVARD FOR 2.35 KM (1.46 MI) SOUTHEAST FROM EZ6489'THE BELTLINE-US 1-, TO AVENT FERRY ROAD, THENCE SOUTHWEST ALONG AVENT EZ6489'FERRY ROAD FOR 0.8 KM (0.5 MI) TO LAKE RALEIGH ROAD, THENCE SOUTH EZ6489'ALONG LAKE RALEIGH ROAD FOR 1.0 KM (0.6 MI) , AT LAKE, ON BANK ABOVE EZ6489'ROAD AT WOODS LINE. EZ6489'STATION IS A STANDARD NCGS AZIMUTH MARK DISK STAMPED---CITY OF RALEIGH EZ6489'1988---, SET IN TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER, EZ6489'FLUSH WITH THE GROUND SURFACE, AND IS 50 FEET ABOVE LAKE RALEIGH. EZ6489'LOCATED 6.8 M (22.3 FT) NORTH OF THE CENTERLINE OF DIRT TRAIL, 1.7 M EZ6489'(5.6 FT) EAST-SOUTHEAST OF 18-INCH PINE, 4.3 M (14.1 FT) SOUTH OF EZ6489'12-INCH PINE, AND 5.1 M (16.7 FT) SOUTH-SOUTHWEST OF 12-INCH PINE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1094 *********************************************************************** EZ1094 DESIGNATION - CLARK EZ1094 PID - EZ1094 EZ1094 STATE/COUNTY- NC/WAKE EZ1094 USGS QUAD - SOUTHEAST DURHAM (1993) EZ1094 EZ1094 *CURRENT SURVEY CONTROL EZ1094 ___________________________________________________________________ EZ1094* NAD 83(1986)- 35 53 14.58790(N) 078 49 08.06283(W) ADJUSTED EZ1094* NAVD 88 - 122.684 (meters) 402.51 (feet) ADJUSTED EZ1094 ___________________________________________________________________ EZ1094 LAPLACE CORR- -6.19 (seconds) DEFLEC99 EZ1094 GEOID HEIGHT- -31.91 (meters) GEOID03 EZ1094 DYNAMIC HT - 122.581 (meters) 402.17 (feet) COMP EZ1094 MODELED GRAV- 979,794.0 (mgal) NAVD 88 EZ1094 EZ1094 HORZ ORDER - SECOND EZ1094 VERT ORDER - SECOND CLASS II EZ1094 EZ1094.The North Carolina HARNS have been completed but, EZ1094.due to contractual restrictions, coordinates for these stations EZ1094.will NOT be published in the near future. In the interim, the EZ1094.published coordinates in North Carolina will not be EZ1094.consistent with the Continuously Operating Reference Stations EZ1094.(CORS). The HARN coordinates for these stations are available EZ1094.upon request. Contact Gary Thompson(919-733-3836). EZ1094. EZ1094.In addition, the published North Carolina positions EZ1094.(NAD 83 (1986)) are NOT consistent with those determined in EZ1094.adjacent state readjustments. The discontinuity between stations EZ1094.located in North Carolina and those in adjacent states EZ1094.which have been adjusted to the HARN may be as much as 5 EZ1094.decimeters. This will result in a significant loss of accuracy EZ1094.over lines crossing such state borders. EZ1094 EZ1094 EZ1094.The horizontal coordinates were established by classical geodetic methods EZ1094.and adjusted by the National Geodetic Survey in July 1986. EZ1094 EZ1094.The orthometric height was determined by differential leveling EZ1094.and adjusted by the National Geodetic Survey in June 1991. EZ1094 EZ1094.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1094 EZ1094.The geoid height was determined by GEOID03. EZ1094 EZ1094.The dynamic height is computed by dividing the NAVD 88 EZ1094.geopotential number by the normal gravity value computed on the EZ1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1094.degrees latitude (g = 980.6199 gals.). EZ1094 EZ1094.The modeled gravity was interpolated from observed gravity values. EZ1094 EZ1094; North East Units Scale Factor Converg. EZ1094;SPC NC - 237,120.835 625,951.387 MT 0.99993401 +0 06 16.3 EZ1094;SPC NC - 777,953.94 2,053,642.18 sFT 0.99993401 +0 06 16.3 EZ1094;UTM 17 - 3,973,655.166 696,870.888 MT 1.00007761 +1 16 44.2 EZ1094 EZ1094! - Elev Factor x Scale Factor = Combined Factor EZ1094!SPC NC - 0.99998575 x 0.99993401 = 0.99991976 EZ1094!UTM 17 - 0.99998575 x 1.00007761 = 1.00006336 EZ1094 EZ1094|---------------------------------------------------------------------| EZ1094| PID Reference Object Distance Geod. Az | EZ1094| dddmmss.s | EZ1094| EZ1095 MORGAN 356.653 METERS 16911 | EZ1094|---------------------------------------------------------------------| EZ1094 EZ1094 SUPERSEDED SURVEY CONTROL EZ1094 EZ1094 NAD 27 - 35 53 14.06525(N) 078 49 09.04332(W) AD( ) 2 EZ1094 NGVD 29 (??/??/92) 122.935 (m) 403.33 (f) ADJ UNCH 2 2 EZ1094 EZ1094.Superseded values are not recommended for survey control. EZ1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1094.See file dsdata.txt to determine how the superseded data were derived. EZ1094 EZ1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9687173655(NAD 83) EZ1094_MARKER: DE = TRAVERSE STATION DISK EZ1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1094_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1094_STAMPING: CLARK 1973 EZ1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1094+STABILITY: SURFACE MOTION EZ1094 EZ1094 HISTORY - Date Condition Report By EZ1094 HISTORY - 1973 MONUMENTED NCGS EZ1094 HISTORY - 1974 GOOD NCGS EZ1094 HISTORY - 20050529 MARK NOT FOUND USPSQD EZ1094 EZ1094 STATION DESCRIPTION EZ1094 EZ1094'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (LWA) EZ1094'CLARK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ1094'VICINITY OF MORRISVILLE, NORTH CAROLINA. EZ1094' EZ1094'CLARK IS LOCATED APPROXIMATELY 4.5 MILES NORTH OF MORRISVILLE, AND EZ1094'12.5 MILES NW OF RALEIGH. TO REACH STATION FROM THE PAGE ROAD EZ1094'OVERPASS OF I-40 (WEST), PROCEED NE ALONG PAGE ROAD FOR 0.7 MILES EZ1094'TO T INTERSECTION WITH SR 1642, THENCE SE ALONG SR 1642 FOR 0.7 MILES EZ1094'TO T INTERSECTION WITH SR 1643, THENCE NORTH ALONG SR 1643 FOR 0.2 EZ1094'MILES TO STATION ON LEFT IN NE CORNER OF YARD OF LOG CABIN DWELLING, EZ1094'0.5 MILES SOUTH OF WAKE DURHAM COUNTY LINE. EZ1094' EZ1094'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED CLARK EZ1094'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EZ1094'FLUSH WITH THE SURFACE OF THE GROUND. EZ1094' EZ1094'MARK IS EZ1094'28.2 FEET WSW OF C/L OF SR 1643. EZ1094'22.9 FEET NNE OF 60 INCH OAK TREE W/ALUMINUM REF. TAG. EZ1094'47.5 FEET ENE OF 10 INCH APPLE W/ALUMINUM REF. TAG. EZ1094'29.5 FEET N OF NE CORNER OF PORCH OF LOG CABIN. EZ1094'48.6 FEET WSW OF CORNER FENCE POST W/ALUMINUM REF. TAG. EZ1094'11.1 FEET NNW OF CENTER OF N END OF WELL HOUSE. EZ1094 EZ1094 STATION RECOVERY (1974) EZ1094 EZ1094'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 EZ1094'4.5 MI N FROM MORRISVILLE. EZ1094'CLARK IS LOCATED APPROXIMATELY 12.5 MILES NW OF RALEIGH. TO REACH EZ1094'STATION FROM THE PAGE ROAD OVERPASS OF I-40 (WEST), PROCEED NE EZ1094'ALONG PAGE ROAD FOR 0.7 MILES TO T INTERSECTION WITH SR 1642, EZ1094'THENCE SE ALONG SR 1642 FOR 0.7 MILES TO T INTERSECTION WITH SR 1643, EZ1094'THENCE NORTH ALONG SR 1643 FOR 0.2 MILES TO STATION ON LEFT IN EZ1094'NE CORNER OF YARD OF LOG CABIN DWELLING, 0.5 MILES SOUTH OF WAKE EZ1094'DURHAM COUNTY LINE, 28.2 FT WSW OF C/L OF SR 1643, 22.9 FT NNE EZ1094'OF 60 IN OAK TREE W/ALUMINUM REF. TAG, 47.5 FT ENE OF 10 IN APPLE EZ1094'W/ALUMINUM REF. TAG, 29.5 FT N OF NE CORNER OF PORCH OF LOG CABIN, EZ1094'48.6 FT WSW OF CORNER FENCE POST W/ALUMINUM REF. TAG, AND 11.1 FT EZ1094'NNW OF CENTER OF N END OF WELL HOUSE. DISK IS SET IN THE TOP OF EZ1094'A CONCRETE CYLINDER, FLUSH WITH THE GROUND. EZ1094 EZ1094 STATION RECOVERY (2005) EZ1094 EZ1094'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ1094'MARK NOT FOUND 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5419 *********************************************************************** EZ5419 DESIGNATION - CLAYTON EZ5419 PID - EZ5419 EZ5419 STATE/COUNTY- NC/WAKE EZ5419 USGS QUAD - CARY (1993) EZ5419 EZ5419 *CURRENT SURVEY CONTROL EZ5419 ___________________________________________________________________ EZ5419* NAD 83(1986)- 35 45 58.49011(N) 078 45 23.23956(W) ADJUSTED EZ5419* NAVD 88 - 150.7 (meters) 494. (feet) VERTCON EZ5419 ___________________________________________________________________ EZ5419 LAPLACE CORR- -6.81 (seconds) DEFLEC99 EZ5419 GEOID HEIGHT- -32.45 (meters) GEOID03 EZ5419 EZ5419 HORZ ORDER - SECOND EZ5419 EZ5419.The North Carolina HARNS have been completed but, EZ5419.due to contractual restrictions, coordinates for these stations EZ5419.will NOT be published in the near future. In the interim, the EZ5419.published coordinates in North Carolina will not be EZ5419.consistent with the Continuously Operating Reference Stations EZ5419.(CORS). The HARN coordinates for these stations are available EZ5419.upon request. Contact Gary Thompson(919-733-3836). EZ5419. EZ5419.In addition, the published North Carolina positions EZ5419.(NAD 83 (1986)) are NOT consistent with those determined in EZ5419.adjacent state readjustments. The discontinuity between stations EZ5419.located in North Carolina and those in adjacent states EZ5419.which have been adjusted to the HARN may be as much as 5 EZ5419.decimeters. This will result in a significant loss of accuracy EZ5419.over lines crossing such state borders. EZ5419 EZ5419 EZ5419.The horizontal coordinates were established by classical geodetic methods EZ5419.and adjusted by the National Geodetic Survey in July 1986. EZ5419 EZ5419.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5419 EZ5419.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5419 EZ5419.The geoid height was determined by GEOID03. EZ5419 EZ5419; North East Units Scale Factor Converg. EZ5419;SPC NC - 223,692.976 631,622.773 MT 0.99991281 +0 08 26.0 EZ5419;SPC NC - 733,899.37 2,072,249.05 sFT 0.99991281 +0 08 26.0 EZ5419;UTM 17 - 3,960,343.953 702,816.937 MT 1.00010691 +1 18 42.3 EZ5419 EZ5419! - Elev Factor x Scale Factor = Combined Factor EZ5419!SPC NC - 0.99998143 x 0.99991281 = 0.99989425 EZ5419!UTM 17 - 0.99998143 x 1.00010691 = 1.00008834 EZ5419 EZ5419 SUPERSEDED SURVEY CONTROL EZ5419 EZ5419 NAD 27 - 35 45 57.94391(N) 078 45 24.22326(W) AD( ) 2 EZ5419 NGVD 29 (07/19/86) 151.0 (m) 495. (f) VERT ANG EZ5419 EZ5419.Superseded values are not recommended for survey control. EZ5419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5419.See file dsdata.txt to determine how the superseded data were derived. EZ5419 EZ5419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0281760344(NAD 83) EZ5419_MARKER: DE = TRAVERSE STATION DISK EZ5419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5419_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5419_STAMPING: CLAYTON 1965 EZ5419_MARK LOGO: NCGS EZ5419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5419+STABILITY: SURFACE MOTION EZ5419 EZ5419 HISTORY - Date Condition Report By EZ5419 HISTORY - 1965 MONUMENTED NCGS EZ5419 HISTORY - 1974 MARK NOT FOUND NGS EZ5419 EZ5419 STATION DESCRIPTION EZ5419 EZ5419'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ5419'CLAYTON IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5419'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5419' EZ5419'CLAYTON IS 6.6 MILES WSW OF RALEIGH AND 2.0 MILES SE OF EZ5419'CARY. LOCATED 0.7 MILES NW ALONG SR 1313 FROM BRIDGE OVER EZ5419'U.S. 1. 0.6 MILES SE OF CARY HIGH SCHOOL. AND ON THE SW SIDE EZ5419'OF SR 1313 IN YARD OF ONE STORY BRICK RANCH TYPE HOME BELONGING EZ5419'TO J.R. CLAYTON. EZ5419' EZ5419'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5419'CLAYTON 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ5419'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5419' EZ5419'MARK IS EZ5419' EZ5419'10.2 FT NW OF C/L OF DRIVEWAY EZ5419' EZ5419'21.1 FT SW OF C/L OF SR 1313 EZ5419' EZ5419'41.3 FT NW OF 16 INCH WHITE OAK TREE WITH ALUMINUM REF. TAG EZ5419' EZ5419'35.5 FT NE OF PP WITH ALUMINUM REF. TAG EZ5419' EZ5419'4.8 FT W OF DRAIN UNDER DRIVEWAY EZ5419' EZ5419'1.0 FT NE OF N END OF LOW BRICK WALL EZ5419' EZ5419'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ5419 EZ5419 STATION RECOVERY (1974) EZ5419 EZ5419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (SM) EZ5419'STATION MARK IS DESTROYED, TORN OUT BY CONSTRUCTION IN THE EZ5419'WIDENING OF SR 1313. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2398 *********************************************************************** EZ2398 DESIGNATION - CLEAR EZ2398 PID - EZ2398 EZ2398 STATE/COUNTY- NC/WAKE EZ2398 USGS QUAD - BUNN WEST (1973) EZ2398 EZ2398 *CURRENT SURVEY CONTROL EZ2398 ___________________________________________________________________ EZ2398* NAD 83(1986)- 35 54 00.59568(N) 078 22 05.55023(W) ADJUSTED EZ2398* NAVD 88 - 101.738 (meters) 333.79 (feet) ADJUSTED EZ2398 ___________________________________________________________________ EZ2398 LAPLACE CORR- -5.85 (seconds) DEFLEC99 EZ2398 GEOID HEIGHT- -33.72 (meters) GEOID03 EZ2398 DYNAMIC HT - 101.649 (meters) 333.49 (feet) COMP EZ2398 MODELED GRAV- 979,759.5 (mgal) NAVD 88 EZ2398 EZ2398 HORZ ORDER - SECOND EZ2398 VERT ORDER - SECOND CLASS II EZ2398 EZ2398.The North Carolina HARNS have been completed but, EZ2398.due to contractual restrictions, coordinates for these stations EZ2398.will NOT be published in the near future. In the interim, the EZ2398.published coordinates in North Carolina will not be EZ2398.consistent with the Continuously Operating Reference Stations EZ2398.(CORS). The HARN coordinates for these stations are available EZ2398.upon request. Contact Gary Thompson(919-733-3836). EZ2398. EZ2398.In addition, the published North Carolina positions EZ2398.(NAD 83 (1986)) are NOT consistent with those determined in EZ2398.adjacent state readjustments. The discontinuity between stations EZ2398.located in North Carolina and those in adjacent states EZ2398.which have been adjusted to the HARN may be as much as 5 EZ2398.decimeters. This will result in a significant loss of accuracy EZ2398.over lines crossing such state borders. EZ2398 EZ2398 EZ2398.The horizontal coordinates were established by classical geodetic methods EZ2398.and adjusted by the National Geodetic Survey in July 1986. EZ2398 EZ2398.The orthometric height was determined by differential leveling EZ2398.and adjusted by the National Geodetic Survey in June 1991. EZ2398 EZ2398.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2398 EZ2398.The geoid height was determined by GEOID03. EZ2398 EZ2398.The dynamic height is computed by dividing the NAVD 88 EZ2398.geopotential number by the normal gravity value computed on the EZ2398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2398.degrees latitude (g = 980.6199 gals.). EZ2398 EZ2398.The modeled gravity was interpolated from observed gravity values. EZ2398 EZ2398; North East Units Scale Factor Converg. EZ2398;SPC NC - 238,705.342 666,633.586 MT 0.99993651 +0 21 52.7 EZ2398;SPC NC - 783,152.44 2,187,113.69 sFT 0.99993651 +0 21 52.7 EZ2398;UTM 17 - 3,976,075.482 737,522.032 MT 1.00029523 +1 32 38.2 EZ2398 EZ2398! - Elev Factor x Scale Factor = Combined Factor EZ2398!SPC NC - 0.99998932 x 0.99993651 = 0.99992583 EZ2398!UTM 17 - 0.99998932 x 1.00029523 = 1.00028455 EZ2398 EZ2398: Primary Azimuth Mark Grid Az EZ2398:SPC NC - PADGETT 171 29 31.4 EZ2398:UTM 17 - PADGETT 170 18 45.9 EZ2398 EZ2398|---------------------------------------------------------------------| EZ2398| PID Reference Object Distance Geod. Az | EZ2398| dddmmss.s | EZ2398| EZ2397 PADGETT APPROX. 0.8 KM 1715124.1 | EZ2398| EZ2399 TRANSMIT 383.333 METERS 33917 | EZ2398|---------------------------------------------------------------------| EZ2398 EZ2398 SUPERSEDED SURVEY CONTROL EZ2398 EZ2398 NAD 27 - 35 54 00.04192(N) 078 22 06.55762(W) AD( ) 2 EZ2398 NGVD 29 (??/??/92) 102.019 (m) 334.71 (f) ADJ UNCH 2 2 EZ2398 EZ2398.Superseded values are not recommended for survey control. EZ2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2398.See file dsdata.txt to determine how the superseded data were derived. EZ2398 EZ2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3752276075(NAD 83) EZ2398_MARKER: DE = TRAVERSE STATION DISK EZ2398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2398_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2398_STAMPING: CLEAR 1976 EZ2398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2398+STABILITY: SURFACE MOTION EZ2398_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ2398+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2004 EZ2398 EZ2398 HISTORY - Date Condition Report By EZ2398 HISTORY - 1976 MONUMENTED NCGS EZ2398 HISTORY - 1976 GOOD NCGS EZ2398 HISTORY - 20041130 GOOD USPSQD EZ2398 EZ2398 STATION DESCRIPTION EZ2398 EZ2398'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2398'CLEAR IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2398'IN THE VICINITY OF ROLESVILLE, NORTH CAROLINA. EZ2398' EZ2398'CLEAR IS LOCATED APPROXIMATELY 5.2 MILES ESE OF ROLESVILLE AND EZ2398'6.0 MILES NNW OF ZEBULON. TO REACH STATION FROM INTERSECTION OF EZ2398'NC 96 WITH U.S. 401 2.7 MILES NORTHEAST OF ROLESVILLE, PROCEED EZ2398'SOUTHEAST ALONG NC 96 FOR 4.6 MILES TO STATION ON LEFT, ON TOP EZ2398'OF AN 18 FOOT BANK, IN CLEARED AREA FOR OVERHEAD POWER LINE, NEAR EZ2398'WOODS LINE AND APPROXIMATELY 275 FEET NNE OF THE 96 TAVERN AND EZ2398'0.75 MILE NORTH OF T INTERSECTION WITH SR 2315 (W). EZ2398' EZ2398'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2398'CLEAR 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2398'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2398' EZ2398'MARK IS 80.5 FT ENE OF C/L OF NC 96 EZ2398' EZ2398'15.6 FT ENE OF POWER POLE 35 WITH ALUMINUM REF. TAG EZ2398' EZ2398'5.0 FT W OF 5 INCH PINE WITH ALUMINUM REF. TAG EZ2398' EZ2398'40.2 FT S OF 4 INCH SWEETGUM WITH ALUMINUM REF. TAG EZ2398' EZ2398'14.8 FT NNW OF 5 INCH PINE WITH ALUMINUM REF. TAG EZ2398 EZ2398 STATION RECOVERY (1976) EZ2398 EZ2398'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2398'5.2 MI ESE FROM ROLESVILLE. EZ2398'TO REACH STATION FROM INTERSECTION OF NC 96 WITH US 401 NORTHEAST OF EZ2398'ROLESVILLE, PROCEED SOUTHEAST ALONG NC 96 FOR 4.6 MILES TO STATION ON EZ2398'LEFT, ON TOP OF AN 18 FOOT BANK, IN CLEARED AREA FOR OVERHEAD POWER EZ2398'LINE, NEAR WOODS LINE, APPROXIMATELY 275 FEET NNE OF THE 96 TAVERN, EZ2398'0.75 MILE NORTH OF T INTERSECTION WITH SR 2315 (W). 80.5 FT. ENE OF EZ2398'CENTERLINE OF NC 96, 15.6 FT. ENE OF POWER POLE NO. 35 WITH ALUMINUM EZ2398'REF. TAG, 5.0 FT. W OF 5 INCH PINE WITH ALUMINUM REF. TAG, 40.2 FT. S EZ2398'OF 4 INCH SWEETGUM WITH ALUMINUM REF. TAG AND 14.8 FT. NNW OF 5 INCH EZ2398'PINE WITH ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER, FLUSH EZ2398'WITH THE SURFACE OF THE GROUND. EZ2398 EZ2398 STATION RECOVERY (2004) EZ2398 EZ2398'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ2398'RECOVERED AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3277 *********************************************************************** EZ3277 DESIGNATION - CLIFF EZ3277 PID - EZ3277 EZ3277 STATE/COUNTY- NC/WAKE EZ3277 USGS QUAD - RALEIGH EAST (1993) EZ3277 EZ3277 *CURRENT SURVEY CONTROL EZ3277 ___________________________________________________________________ EZ3277* NAD 83(1986)- 35 45 11.12359(N) 078 35 10.08622(W) ADJUSTED EZ3277* NAVD 88 - 76.146 (meters) 249.82 (feet) ADJUSTED EZ3277 ___________________________________________________________________ EZ3277 LAPLACE CORR- -7.96 (seconds) DEFLEC99 EZ3277 GEOID HEIGHT- -33.22 (meters) GEOID03 EZ3277 DYNAMIC HT - 76.079 (meters) 249.60 (feet) COMP EZ3277 MODELED GRAV- 979,755.0 (mgal) NAVD 88 EZ3277 EZ3277 HORZ ORDER - SECOND EZ3277 VERT ORDER - SECOND CLASS I EZ3277 EZ3277.The North Carolina HARNS have been completed but, EZ3277.due to contractual restrictions, coordinates for these stations EZ3277.will NOT be published in the near future. In the interim, the EZ3277.published coordinates in North Carolina will not be EZ3277.consistent with the Continuously Operating Reference Stations EZ3277.(CORS). The HARN coordinates for these stations are available EZ3277.upon request. Contact Gary Thompson(919-733-3836). EZ3277. EZ3277.In addition, the published North Carolina positions EZ3277.(NAD 83 (1986)) are NOT consistent with those determined in EZ3277.adjacent state readjustments. The discontinuity between stations EZ3277.located in North Carolina and those in adjacent states EZ3277.which have been adjusted to the HARN may be as much as 5 EZ3277.decimeters. This will result in a significant loss of accuracy EZ3277.over lines crossing such state borders. EZ3277 EZ3277 EZ3277.The horizontal coordinates were established by classical geodetic methods EZ3277.and adjusted by the National Geodetic Survey in December 1992. EZ3277 EZ3277.The orthometric height was determined by differential leveling EZ3277.and adjusted by the National Geodetic Survey in June 1991. EZ3277 EZ3277.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3277 EZ3277.The geoid height was determined by GEOID03. EZ3277 EZ3277.The dynamic height is computed by dividing the NAVD 88 EZ3277.geopotential number by the normal gravity value computed on the EZ3277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ3277.degrees latitude (g = 980.6199 gals.). EZ3277 EZ3277.The modeled gravity was interpolated from observed gravity values. EZ3277 EZ3277; North East Units Scale Factor Converg. EZ3277;SPC NC - 222,284.243 647,029.334 MT 0.99991078 +0 14 19.9 EZ3277;SPC NC - 729,277.55 2,122,795.41 sFT 0.99991078 +0 14 19.9 EZ3277;UTM 17 - 3,959,250.284 718,252.704 MT 1.00018701 +1 24 39.5 EZ3277 EZ3277! - Elev Factor x Scale Factor = Combined Factor EZ3277!SPC NC - 0.99999326 x 0.99991078 = 0.99990404 EZ3277!UTM 17 - 0.99999326 x 1.00018701 = 1.00018027 EZ3277 EZ3277 SUPERSEDED SURVEY CONTROL EZ3277 EZ3277 NAVD 88 (11/04/98) 76.42 (m) 250.7 (f) LEVELING 3 EZ3277 NGVD 29 (12/28/92) 76.42 (m) 250.7 (f) LEVELING 3 EZ3277 EZ3277.Superseded values are not recommended for survey control. EZ3277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3277.See file dsdata.txt to determine how the superseded data were derived. EZ3277 EZ3277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1825359250(NAD 83) EZ3277_MARKER: DE = TRAVERSE STATION DISK EZ3277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3277_SP_SET: CONCRETE POST EZ3277_STAMPING: CLIFF 1984 EZ3277_MARK LOGO: NCGS EZ3277_PROJECTION: FLUSH EZ3277_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ3277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3277+STABILITY: SURFACE MOTION EZ3277 EZ3277 HISTORY - Date Condition Report By EZ3277 HISTORY - 1984 MONUMENTED NCGS EZ3277 HISTORY - 1984 GOOD NCGS EZ3277 HISTORY - 1985 GOOD USPSQD EZ3277 HISTORY - 1987 GOOD USPSQD EZ3277 HISTORY - 19880302 GOOD NCGS EZ3277 EZ3277 STATION DESCRIPTION EZ3277 EZ3277'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ3277'THE STATION IS LOCATED ABOUT 5.8 KM (3.6 MI) EAST-SOUTHEAST OF THE EZ3277'CAPITOL SQUARE IN RALEIGH. EZ3277' EZ3277'ALONG CLIFF BENSON BELTLINE FOR 2.2 KM (1.35 MI) SOUTHWEST OF THE EZ3277'POOLE ROAD OVERPASS, OR 0.9 KM (0.55 MI) EAST OF THE FUTURE I 40 EZ3277'INTERCHANGE OVERPASS, ON THE SOUTH SIDE OF THE HIGHWAY BY A--CLIFF EZ3277'BENSON BELTLINE--SIGN. EZ3277' EZ3277'THE STATION IS A STANDARD NCGS DISK STAMPED---CLIFF 1984---, EZ3277'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ3277'25 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EZ3277'9.8 METERS (32.1 FT) SOUTH OF THE EDGE OF THE PAVEMENT, EZ3277'19.0 METERS (62.5 FT) WEST OF THE CENTER OF A DRAIN, EZ3277'11.6 METERS (38.1 FT) EAST-SOUTHEAST OF A REFLECTOR POST--AND EZ3277'1.6 METERS (5.2 FT) WEST OF THE SOUTH POST OF A SIGN, AND EZ3277'2.8 METERS (9.3 FT) SOUTHWEST OF THE NORTH POST OF THE SIGN--BOTH EZ3277'WITH REFERENCE TAGS. EZ3277' EZ3277'MARK IS LEVEL WITH HIGHWAY. EZ3277 EZ3277 STATION RECOVERY (1984) EZ3277 EZ3277'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ3277'5.8 KM (3.6 MI) ESE FROM RALEIGH. EZ3277'THE STATION IS LOCATED ABOUT 5.8 KM (3.6 MI) EAST-SOUTHEAST OF THE EZ3277'CAPITOL SQUARE IN RALEIGH. ALONG CLIFF BENSON BELTLINE FOR 2.2 KM EZ3277'(1.35 MI) SOUTHWEST OF THE POOLE ROAD OVERPASS, OR 0.9 KM (0.55 MI) EZ3277'EAST OF THE FUTURE I 40 INTERCHANGE OVERPASS, ON THE SOUTH SIDE OF EZ3277'THE HIGHWAY BY A--CLIFF BENSON BELTLINE--SIGN. THE STATION IS A EZ3277'STANDARD NCGS DISK STAMPED---CLIFF 1984---, SET INTO THE TOP OF A EZ3277'ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EZ3277'9.8 METERS (32.1 FT) SOUTH OF THE EDGE OF THE PAVEMENT, 19.0 METERS EZ3277'(62.5 FT) WEST OF THE CENTER OF A DRAIN, 11.6 METERS (38.1 FT) EZ3277'EAST-SOUTHEAST OF A REFLECTOR POST--AND 1.6 METERS (5.2 FT) WEST OF EZ3277'THE SOUTH POST OF A SIGN, AND 2.8 METERS (9.3 FT) SOUTHWEST OF THE EZ3277'NORTH POST OF THE SIGN--BOTH WITH REFERENCE TAGS. EZ3277 EZ3277 STATION RECOVERY (1985) EZ3277 EZ3277'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ3277'RECOVERED IN GOOD CONDITION. EZ3277 EZ3277 STATION RECOVERY (1987) EZ3277 EZ3277'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ3277'RECOVERED IN GOOD CONDITION. EZ3277 EZ3277 STATION RECOVERY (1988) EZ3277 EZ3277'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (PPS) EZ3277'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5064 *********************************************************************** EZ5064 DESIGNATION - CLIFTON EZ5064 PID - EZ5064 EZ5064 STATE/COUNTY- NC/WAKE EZ5064 USGS QUAD - RALEIGH EAST (1993) EZ5064 EZ5064 *CURRENT SURVEY CONTROL EZ5064 ___________________________________________________________________ EZ5064* NAD 83(1986)- 35 50 52.86006(N) 078 30 41.19446(W) ADJUSTED EZ5064* NAVD 88 - 85.0 (meters) 279. (feet) VERTCON EZ5064 ___________________________________________________________________ EZ5064 LAPLACE CORR- -7.03 (seconds) DEFLEC99 EZ5064 GEOID HEIGHT- -33.32 (meters) GEOID03 EZ5064 EZ5064 HORZ ORDER - SECOND EZ5064 EZ5064.The North Carolina HARNS have been completed but, EZ5064.due to contractual restrictions, coordinates for these stations EZ5064.will NOT be published in the near future. In the interim, the EZ5064.published coordinates in North Carolina will not be EZ5064.consistent with the Continuously Operating Reference Stations EZ5064.(CORS). The HARN coordinates for these stations are available EZ5064.upon request. Contact Gary Thompson(919-733-3836). EZ5064. EZ5064.In addition, the published North Carolina positions EZ5064.(NAD 83 (1986)) are NOT consistent with those determined in EZ5064.adjacent state readjustments. The discontinuity between stations EZ5064.located in North Carolina and those in adjacent states EZ5064.which have been adjusted to the HARN may be as much as 5 EZ5064.decimeters. This will result in a significant loss of accuracy EZ5064.over lines crossing such state borders. EZ5064 EZ5064 EZ5064.The horizontal coordinates were established by classical geodetic methods EZ5064.and adjusted by the National Geodetic Survey in July 1986. EZ5064 EZ5064.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5064 EZ5064.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5064 EZ5064.The geoid height was determined by GEOID03. EZ5064 EZ5064; North East Units Scale Factor Converg. EZ5064;SPC NC - 232,846.591 653,732.280 MT 0.99992663 +0 16 55.1 EZ5064;SPC NC - 763,930.86 2,144,786.66 sFT 0.99992663 +0 16 55.1 EZ5064;UTM 17 - 3,969,950.816 724,739.682 MT 1.00022241 +1 27 28.8 EZ5064 EZ5064! - Elev Factor x Scale Factor = Combined Factor EZ5064!SPC NC - 0.99999188 x 0.99992663 = 0.99991852 EZ5064!UTM 17 - 0.99999188 x 1.00022241 = 1.00021429 EZ5064 EZ5064: Primary Azimuth Mark Grid Az EZ5064:SPC NC - BARDEN 351 02 41.1 EZ5064:UTM 17 - BARDEN 349 52 07.4 EZ5064 EZ5064|---------------------------------------------------------------------| EZ5064| PID Reference Object Distance Geod. Az | EZ5064| dddmmss.s | EZ5064| EZ5068 HESTER 445.576 METERS 2002715.7 | EZ5064| EZ5059 BARDEN 436.918 METERS 3511936.2 | EZ5064|---------------------------------------------------------------------| EZ5064 EZ5064 SUPERSEDED SURVEY CONTROL EZ5064 EZ5064 NAD 27 - 35 50 52.31900(N) 078 30 42.18568(W) AD( ) 2 EZ5064 NGVD 29 (07/19/86) 85.3 (m) 280. (f) VERT ANG EZ5064 EZ5064.Superseded values are not recommended for survey control. EZ5064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5064.See file dsdata.txt to determine how the superseded data were derived. EZ5064 EZ5064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2474069951(NAD 83) EZ5064_MARKER: DE = TRAVERSE STATION DISK EZ5064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5064_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5064_STAMPING: CLIFTON 1965 EZ5064_MARK LOGO: NCGS EZ5064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5064+STABILITY: SURFACE MOTION EZ5064 EZ5064 HISTORY - Date Condition Report By EZ5064 HISTORY - 1965 MONUMENTED NCGS EZ5064 HISTORY - 20050418 MARK NOT FOUND USPSQD EZ5064 EZ5064 STATION DESCRIPTION EZ5064 EZ5064'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ5064'CLIFTON IS N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ5064'THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5064' EZ5064'CLIFTON IS 8.6 MILES NE OF RALEIGH AND 4.4 MILES NW OF EZ5064'KNIGHTDALE. LOCATED 2.4 MILES S ALONG SR 2049 FROM WAKE EZ5064'CROSSROADS. 0.3 MILES N OF SR 2215. 0.5 MILES S OF BRIDGE EZ5064'OVER HODGES CREEK AND IN SW SIDE OF YARD. EZ5064' EZ5064'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ5064'CLIFTON 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5064'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5064' EZ5064'MARK IS EZ5064' EZ5064'18.0 FT E OF C/L OF SR 2049 EZ5064' EZ5064'10.0 FT E OF YELLOW ARROW PAINTED ON SR 2049 EZ5064' EZ5064'50.0 FT E OF 6 INCH PINE WITH ALUMINUM REF. TAG EZ5064' EZ5064'63.0 FT SE OF 14 INCH PINE WITH ALUMINUM REF. TAG EZ5064' EZ5064'29.5 FT N OF C/L OF DRIVE EZ5064' EZ5064'50.5 FT N OF 8 INCH PINE WITH ALUMINUM REF. TAG EZ5064' EZ5064'22.0 FT N OF 18 INCH PIPE UNDER DRIVE EZ5064' EZ5064'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ5064 EZ5064 STATION RECOVERY (2005) EZ5064 EZ5064'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ5064'MARK NOT FOUND 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5295 *********************************************************************** EZ5295 DESIGNATION - CLUB EZ5295 PID - EZ5295 EZ5295 STATE/COUNTY- NC/WAKE EZ5295 USGS QUAD - LAKE WHEELER (1993) EZ5295 EZ5295 *CURRENT SURVEY CONTROL EZ5295 ___________________________________________________________________ EZ5295* NAD 83(1986)- 35 44 12.55862(N) 078 39 47.32555(W) ADJUSTED EZ5295* NAVD 88 - 111.7 (meters) 366. (feet) VERTCON EZ5295 ___________________________________________________________________ EZ5295 LAPLACE CORR- -7.11 (seconds) DEFLEC99 EZ5295 GEOID HEIGHT- -32.90 (meters) GEOID03 EZ5295 EZ5295 HORZ ORDER - SECOND EZ5295 EZ5295.The North Carolina HARNS have been completed but, EZ5295.due to contractual restrictions, coordinates for these stations EZ5295.will NOT be published in the near future. In the interim, the EZ5295.published coordinates in North Carolina will not be EZ5295.consistent with the Continuously Operating Reference Stations EZ5295.(CORS). The HARN coordinates for these stations are available EZ5295.upon request. Contact Gary Thompson(919-733-3836). EZ5295. EZ5295.In addition, the published North Carolina positions EZ5295.(NAD 83 (1986)) are NOT consistent with those determined in EZ5295.adjacent state readjustments. The discontinuity between stations EZ5295.located in North Carolina and those in adjacent states EZ5295.which have been adjusted to the HARN may be as much as 5 EZ5295.decimeters. This will result in a significant loss of accuracy EZ5295.over lines crossing such state borders. EZ5295 EZ5295 EZ5295.The horizontal coordinates were established by classical geodetic methods EZ5295.and adjusted by the National Geodetic Survey in July 1986. EZ5295 EZ5295.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5295 EZ5295.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5295 EZ5295.The geoid height was determined by GEOID03. EZ5295 EZ5295; North East Units Scale Factor Converg. EZ5295;SPC NC - 220,453.073 640,070.961 MT 0.99990834 +0 11 39.9 EZ5295;SPC NC - 723,269.79 2,099,966.14 sFT 0.99990834 +0 11 39.9 EZ5295;UTM 17 - 3,957,276.719 711,331.432 MT 1.00015037 +1 21 55.4 EZ5295 EZ5295! - Elev Factor x Scale Factor = Combined Factor EZ5295!SPC NC - 0.99998763 x 0.99990834 = 0.99989597 EZ5295!UTM 17 - 0.99998763 x 1.00015037 = 1.00013800 EZ5295 EZ5295 SUPERSEDED SURVEY CONTROL EZ5295 EZ5295 NAD 27 - 35 44 12.01188(N) 078 39 48.31439(W) AD( ) 2 EZ5295 NGVD 29 (07/19/86) 112.0 (m) 367. (f) VERT ANG EZ5295 EZ5295.Superseded values are not recommended for survey control. EZ5295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5295.See file dsdata.txt to determine how the superseded data were derived. EZ5295 EZ5295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1133157277(NAD 83) EZ5295_MARKER: DE = TRAVERSE STATION DISK EZ5295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5295_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5295_STAMPING: CLUB 1965 EZ5295_MARK LOGO: NCGS EZ5295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5295+STABILITY: SURFACE MOTION EZ5295 EZ5295 HISTORY - Date Condition Report By EZ5295 HISTORY - 1965 MONUMENTED NCGS EZ5295 HISTORY - 1975 SEE DESCRIPTION LOCSUR EZ5295 HISTORY - 20030408 MARK NOT FOUND USPSQD EZ5295 HISTORY - 20040520 MARK NOT FOUND USPSQD EZ5295 EZ5295 STATION DESCRIPTION EZ5295 EZ5295'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ5295'CLUB IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ5295'THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5295' EZ5295'CLUB IS 3.3 MILES SSW OF RALEIGH. LOCATED 1.1 MILES ALONG SR EZ5295'1370 FROM U.S. 70 AND 401 AND NC 50. 1.1 MILES SE OF INTERSECTION EZ5295'OF SR 1370 AND SR 1009 (LAKE WHEELER RD.) ON W SIDE OF RALEIGH EZ5295'MUNICIPAL AIRPORT. APPROXIMATELY 300 FT E OF RALEIGH GOLF EZ5295'ASSN. CLUBHOUSE. 120 FT W OF BRIDGE OVER NORFOLK SOUTHERN EZ5295'RR. 5 FT S OF HEDGE ROW AND APPROXIMATELY 100 FT NE OF GOLF EZ5295'COURSE HOLE 12. EZ5295' EZ5295'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5295'CLUB 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5295'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ5295' EZ5295'MARK IS EZ5295' EZ5295'13.8 FT N OF C/L OF SR 1370 EZ5295' EZ5295'10.5 FT W OF 4X4 ROAD SIGN SPEED LIMIT 45 WITH ALUMINUM REF. TAG EZ5295' EZ5295'7.2 FT S OF HEDGE ROW EZ5295' EZ5295'93.4 FT ENE OF 30 FT POLE MARKING HOLE 12. WITH ALUMINUM REF. TAG EZ5295' EZ5295'54.4 FT NW OF 20 INCH PINE TREE WITH ALUMINUM REF. TAG EZ5295' EZ5295'119.7 FT W OF NW RR BRIDGE GUARD RAIL EZ5295' EZ5295'42.7 FT W OF FIRE PLUG EZ5295' EZ5295'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ5295 EZ5295 STATION RECOVERY (1975) EZ5295 EZ5295'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975 (RW) EZ5295'CLUB 1965 DESTROYED EZ5295' EZ5295'TOP KNOCKED OFF. EZ5295 EZ5295 STATION RECOVERY (2003) EZ5295 EZ5295'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ5295'MARK NOT FOUND. EZ5295 EZ5295 STATION RECOVERY (2004) EZ5295 EZ5295'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ5295'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1928 *********************************************************************** EZ1928 DESIGNATION - CLYDE EZ1928 PID - EZ1928 EZ1928 STATE/COUNTY- NC/WAKE EZ1928 USGS QUAD - RALEIGH EAST (1993) EZ1928 EZ1928 *CURRENT SURVEY CONTROL EZ1928 ___________________________________________________________________ EZ1928* NAD 83(1986)- 35 51 56.90836(N) 078 35 28.19238(W) ADJUSTED EZ1928* NAVD 88 - 108.728 (meters) 356.72 (feet) ADJUSTED EZ1928 ___________________________________________________________________ EZ1928 LAPLACE CORR- -7.69 (seconds) DEFLEC99 EZ1928 GEOID HEIGHT- -32.90 (meters) GEOID03 EZ1928 DYNAMIC HT - 108.635 (meters) 356.41 (feet) COMP EZ1928 MODELED GRAV- 979,775.7 (mgal) NAVD 88 EZ1928 EZ1928 HORZ ORDER - SECOND EZ1928 VERT ORDER - FIRST CLASS II EZ1928 EZ1928.The North Carolina HARNS have been completed but, EZ1928.due to contractual restrictions, coordinates for these stations EZ1928.will NOT be published in the near future. In the interim, the EZ1928.published coordinates in North Carolina will not be EZ1928.consistent with the Continuously Operating Reference Stations EZ1928.(CORS). The HARN coordinates for these stations are available EZ1928.upon request. Contact Gary Thompson(919-733-3836). EZ1928. EZ1928.In addition, the published North Carolina positions EZ1928.(NAD 83 (1986)) are NOT consistent with those determined in EZ1928.adjacent state readjustments. The discontinuity between stations EZ1928.located in North Carolina and those in adjacent states EZ1928.which have been adjusted to the HARN may be as much as 5 EZ1928.decimeters. This will result in a significant loss of accuracy EZ1928.over lines crossing such state borders. EZ1928 EZ1928 EZ1928.The horizontal coordinates were established by classical geodetic methods EZ1928.and adjusted by the National Geodetic Survey in July 1986. EZ1928 EZ1928.The orthometric height was determined by differential leveling EZ1928.and adjusted by the National Geodetic Survey in June 1991. EZ1928 EZ1928.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1928 EZ1928.The geoid height was determined by GEOID03. EZ1928 EZ1928.The dynamic height is computed by dividing the NAVD 88 EZ1928.geopotential number by the normal gravity value computed on the EZ1928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1928.degrees latitude (g = 980.6199 gals.). EZ1928 EZ1928.The modeled gravity was interpolated from observed gravity values. EZ1928 EZ1928; North East Units Scale Factor Converg. EZ1928;SPC NC - 234,787.929 646,522.988 MT 0.99992991 +0 14 09.5 EZ1928;SPC NC - 770,300.06 2,121,134.17 sFT 0.99992991 +0 14 09.5 EZ1928;UTM 17 - 3,971,744.281 717,490.079 MT 1.00018290 +1 24 42.7 EZ1928 EZ1928! - Elev Factor x Scale Factor = Combined Factor EZ1928!SPC NC - 0.99998810 x 0.99992991 = 0.99991801 EZ1928!UTM 17 - 0.99998810 x 1.00018290 = 1.00017100 EZ1928 EZ1928: Primary Azimuth Mark Grid Az EZ1928:SPC NC - CALVIN 2 057 07 11.8 EZ1928:UTM 17 - CALVIN 2 055 56 38.6 EZ1928 EZ1928|---------------------------------------------------------------------| EZ1928| PID Reference Object Distance Geod. Az | EZ1928| dddmmss.s | EZ1928| EZ5085 CALVIN 2 APPROX. 0.6 KM 0572121.3 | EZ1928| EZ5067 FIELD 280.439 METERS 22400 | EZ1928|---------------------------------------------------------------------| EZ1928 EZ1928 SUPERSEDED SURVEY CONTROL EZ1928 EZ1928 NAD 27 - 35 51 56.37740(N) 078 35 29.18678(W) AD( ) 2 EZ1928 NGVD 29 (03/05/92) 109.003 (m) 357.62 (f) ADJUSTED 1 2 EZ1928 EZ1928.Superseded values are not recommended for survey control. EZ1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1928.See file dsdata.txt to determine how the superseded data were derived. EZ1928 EZ1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1749071744(NAD 83) EZ1928_MARKER: DE = TRAVERSE STATION DISK EZ1928_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND EZ1928_SP_SET: CONCRETE POST EZ1928_STAMPING: CLYDE 1972 EZ1928_MARK LOGO: NCGS EZ1928_PROJECTION: FLUSH EZ1928_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ1928_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ1928_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ1928+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2005 EZ1928 EZ1928 HISTORY - Date Condition Report By EZ1928 HISTORY - 1972 MONUMENTED NCGS EZ1928 HISTORY - 1979 GOOD NGS EZ1928 HISTORY - 1980 GOOD NCGS EZ1928 HISTORY - 1985 GOOD NCGS EZ1928 HISTORY - 1985 GOOD NCGS EZ1928 HISTORY - 19870101 GOOD NCGS EZ1928 HISTORY - 19871001 GOOD NCGS EZ1928 HISTORY - 20050417 GOOD USPSQD EZ1928 EZ1928 STATION DESCRIPTION EZ1928 EZ1928'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ1928'CLYDE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ1928'VICINITY OF MILLBROOK, RALEIGH, NORTH CAROLINA. EZ1928' EZ1928'CLYDE IS LOCATED APPROXIMATELY 1.3 MILE NNE OF MILLBROOK, AND 06.4 EZ1928'MILE NNE OF CAPITOL SQUARE IN RALEIGH. TO REACH STATION FROM EZ1928'INTERSECTION OF US 1 WITH SR 2030 (OLD US 1) NE OF RALEIGH, PROCEED EZ1928'SW ALONG SR 2030 FOR 0.8 MILE TO STATION ON THE LEFT, 0.05 MILE NE OF EZ1928'INTERSECTION WITH SR 2039, APPROXIMATELY 125 FEET NE OF BRICK EZ1928'DWELLING ON SOUTH SIDE OF SR 2030, APPROXIMATELY 50 FEET NE OF NE EZ1928'CORNER OF CLYDES GROCERY, AND ON HIGHWAY R/W. EZ1928' EZ1928'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK STAMPED CLYDE EZ1928'1972, SET IN A PRECAST MONUMENT, THE TOP OF WHICH IS FLUSH WITH THE EZ1928'GROUND. EZ1928' EZ1928'MARK IS EZ1928'24.6 FEET SSE OF A C/L OF SR 2030. EZ1928'8.6 FEET SE OF A CENTER OF EAST END OF EASTERNMOST CONCRETE CULVERT EZ1928'UNDER PAVED DRIVE TO GROCERY. EZ1928'47.9 FEET NE OF A NE CORNER OF GAS PUMP ISLAND. EZ1928'22.2 FEET WNW OF A 26 INCH OAK W/ALUMINUM REF. TAG. EZ1928'3.3 FEET N OF A TP W/ALUMINUM REF. TAG. EZ1928 EZ1928 STATION RECOVERY (1979) EZ1928 EZ1928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (HDM) EZ1928'THE STATION WAS RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EZ1928'EXCEPTIONS. EZ1928' EZ1928'CLYDES GROCERY IS NOW SMILEYS PLACE. LINE OF SIGHT TO STATION HILLTOP EZ1928'1918 IS OBSTRUCTED BY PINE TREES. MARK IS RECESSED 3 INCHES BELOW THE EZ1928'GROUND SURFACE. EZ1928 EZ1928 STATION RECOVERY (1980) EZ1928 EZ1928'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ1928'1.3 MI NE FROM MILLBROOK. EZ1928'1.4 MILES NORTHEAST ALONG SR 2030 (OLD WAKE FOREST ROAD) FROM EZ1928'INTERSECTION WITH SR 2108 (MILLBROOK ROAD) IN MILLBROOK, ON EAST EZ1928'SIDE OF ROAD AND APPROXIMATELY 200 FEET NORTHEAST OF INTERSECTION EZ1928'WITH SR 2039 (OAK FOREST ROAD), 24.8 FEET SOUTHEAST OF CENTERLINE EZ1928'OF ROAD, 3.3 FEET NORTH OF POWER POLE WITH REFERENCE TAG, 22.1 EZ1928'FEET WEST OF 30-INCH OAK WITH REFERENCE TAG AND 51.6 FEET NORTH EZ1928'OF NORTH CORNER OF CONCRETE BLOCK BUILDING. EZ1928'THE MARK IS 1 FT ABOVE ROAD. EZ1928 EZ1928 STATION RECOVERY (1985) EZ1928 EZ1928'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ1928'THE STATION WAS RECOVERED AT THIS DATE. EZ1928'STATION IN GOOD CONDITION AS DESCRIBED EXCEPT FOR FOLLOWING EZ1928'CORRECTION. CLYDE GROCERY NOW A ABC UPHOLSTERY. EZ1928'LINE OF SIGHT TO STATION FIELDS BLOCKED. EZ1928' EZ1928'NCGS EZ1928 EZ1928 STATION RECOVERY (1985) EZ1928 EZ1928'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 EZ1928'RECOVERED IN GOOD CONDITION. EZ1928 EZ1928 STATION RECOVERY (1987) EZ1928 EZ1928'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ1928'RECOVERED AS DESCRIBED. EZ1928 EZ1928 STATION RECOVERY (1987) EZ1928 EZ1928'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ1928'RECOVERED AS DESCRIBED. DESCRIPTION IS ADEQUATE WITH THE FOLLOWING EZ1928'ADDITIONS. STORE IS NOW ABANDONED. MARK IS 2.0 M (6.6 FT) NORTHWEST EZ1928'OF THE NORTHWEST END OF A CHAIN LINK FENCE. EZ1928 EZ1928 STATION RECOVERY (2005) EZ1928 EZ1928'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ1928'N 35 51.947 EZ1928'W 078 35.471 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2246 *********************************************************************** EZ2246 DESIGNATION - CO OP EZ2246 PID - EZ2246 EZ2246 STATE/COUNTY- NC/WAKE EZ2246 USGS QUAD - FUQUAY-VARINA (1993) EZ2246 EZ2246 *CURRENT SURVEY CONTROL EZ2246 ___________________________________________________________________ EZ2246* NAD 83(1986)- 35 35 42.85810(N) 078 45 28.37512(W) ADJUSTED EZ2246* NAVD 88 - 116.926 (meters) 383.61 (feet) ADJUSTED EZ2246 ___________________________________________________________________ EZ2246 LAPLACE CORR- -4.77 (seconds) DEFLEC99 EZ2246 GEOID HEIGHT- -32.80 (meters) GEOID03 EZ2246 DYNAMIC HT - 116.823 (meters) 383.28 (feet) COMP EZ2246 MODELED GRAV- 979,755.3 (mgal) NAVD 88 EZ2246 EZ2246 HORZ ORDER - SECOND EZ2246 VERT ORDER - SECOND CLASS II EZ2246 EZ2246.The North Carolina HARNS have been completed but, EZ2246.due to contractual restrictions, coordinates for these stations EZ2246.will NOT be published in the near future. In the interim, the EZ2246.published coordinates in North Carolina will not be EZ2246.consistent with the Continuously Operating Reference Stations EZ2246.(CORS). The HARN coordinates for these stations are available EZ2246.upon request. Contact Gary Thompson(919-733-3836). EZ2246. EZ2246.In addition, the published North Carolina positions EZ2246.(NAD 83 (1986)) are NOT consistent with those determined in EZ2246.adjacent state readjustments. The discontinuity between stations EZ2246.located in North Carolina and those in adjacent states EZ2246.which have been adjusted to the HARN may be as much as 5 EZ2246.decimeters. This will result in a significant loss of accuracy EZ2246.over lines crossing such state borders. EZ2246 EZ2246 EZ2246.The horizontal coordinates were established by classical geodetic methods EZ2246.and adjusted by the National Geodetic Survey in July 1986. EZ2246 EZ2246.The orthometric height was determined by differential leveling EZ2246.and adjusted by the National Geodetic Survey in June 1991. EZ2246 EZ2246.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2246 EZ2246.The geoid height was determined by GEOID03. EZ2246 EZ2246.The dynamic height is computed by dividing the NAVD 88 EZ2246.geopotential number by the normal gravity value computed on the EZ2246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2246.degrees latitude (g = 980.6199 gals.). EZ2246 EZ2246.The modeled gravity was interpolated from observed gravity values. EZ2246 EZ2246; North East Units Scale Factor Converg. EZ2246;SPC NC - 204,720.632 631,540.057 MT 0.99989050 +0 08 23.1 EZ2246;SPC NC - 671,654.27 2,071,977.67 sFT 0.99989050 +0 08 23.1 EZ2246;UTM 17 - 3,941,369.943 703,121.187 MT 1.00010845 +1 18 19.7 EZ2246 EZ2246! - Elev Factor x Scale Factor = Combined Factor EZ2246!SPC NC - 0.99998680 x 0.99989050 = 0.99987730 EZ2246!UTM 17 - 0.99998680 x 1.00010845 = 1.00009525 EZ2246 EZ2246|---------------------------------------------------------------------| EZ2246| PID Reference Object Distance Geod. Az | EZ2246| dddmmss.s | EZ2246| EZ2245 AUCTION 332.904 METERS 11013 | EZ2246| EZ2247 STROUD 2 160.576 METERS 31145 | EZ2246|---------------------------------------------------------------------| EZ2246 EZ2246 SUPERSEDED SURVEY CONTROL EZ2246 EZ2246 NAD 27 - 35 35 42.30050(N) 078 45 29.34112(W) AD( ) 2 EZ2246 NGVD 29 (??/??/92) 117.194 (m) 384.49 (f) ADJ UNCH 2 2 EZ2246 EZ2246.Superseded values are not recommended for survey control. EZ2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2246.See file dsdata.txt to determine how the superseded data were derived. EZ2246 EZ2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0312141370(NAD 83) EZ2246_MARKER: DE = TRAVERSE STATION DISK EZ2246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2246_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2246_STAMPING: CO OP 1976 EZ2246_MARK LOGO: NCGS EZ2246_MAGNETIC: N = NO MAGNETIC MATERIAL EZ2246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2246+STABILITY: SURFACE MOTION EZ2246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ2246+SATELLITE: SATELLITE OBSERVATIONS - August 12, 1999 EZ2246 EZ2246 HISTORY - Date Condition Report By EZ2246 HISTORY - 1976 MONUMENTED NCGS EZ2246 HISTORY - 1976 GOOD NCGS EZ2246 HISTORY - 19990812 GOOD NCGS EZ2246 EZ2246 STATION DESCRIPTION EZ2246 EZ2246'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2246'CO-OP IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2246'IN THE VICINITY OF WILLOW SPRINGS, NORTH CAROLINA. EZ2246' EZ2246'CO-OP IS LOCATED APPROXIMATELY 1.5 MILES WEST OF WILLOW SPRINGS EZ2246'AND 2.5 MILES ENE OF FUQUAY-VARINA. TO REACH STATION FROM THE EZ2246'INTERSECTION OF NC 42 WITH NC 55 NEAR THEIR JUNCTION WITH EZ2246'U.S. 401 EAST OF FUQUAY-VARINA, PROCEED EASTERLY ALONG NC 42 EZ2246'FOR 0.05 MILE TO SR 2795 (N) AND STATION ON RIGHT, APPROXIMATELY EZ2246'160 FEET WEST OF THE T INTERSECTION, IN SOUTH SHOULDER OF EZ2246'HIGHWAY AND APPROXIMATELY 275 FEET WSW OF THE FUQUAY EZ2246'COOPERATIVE WAREHOUSE. EZ2246' EZ2246'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2246'CO-OP 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2246'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EZ2246' EZ2246'MARK IS 18.6 FT SSW OF C/L OF NC 42 EZ2246' EZ2246'160.1 FT WNW OF C/L T INTERSECTION EZ2246' EZ2246'39.1 FT ENE OF METAL EAST NC 42 SIGN POST EZ2246' EZ2246'24.2 FT NE OF 14 INCH POPLAR WITH ALUMINUM REF. TAG EZ2246' EZ2246'27.2 FT N OF 6 INCH MAPLE WITH ALUMINUM REF. TAG EZ2246' EZ2246'76.8 FT S OF POWER POLE ON NORTH SIDE OF HIGHWAY EZ2246 EZ2246 STATION RECOVERY (1976) EZ2246 EZ2246'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2246'1.5 MI W FROM WILLOW SPRINGS. EZ2246'TO REACH STATION FROM THE INTERSECTION OF NC 42 WITH NC 55 NEAR THEIR EZ2246'JUNCTION WITH US 401 EAST OF FUQUAY-VARINA, PROCEED EASTERLY ALONG NC EZ2246'42 FOR 0.05 MILE TO SR 2795 (N) AND STATION ON RIGHT, APPROXIMATELY EZ2246'160 FEET WEST OF T INTERSECTION, IN SOUTH SHOULDER OF HIGHWAY, EZ2246'APPROXIMATELY 275 FEET WSW OF THE FUQUAY COOPERATIVE WAREHOUSE. 18.6 EZ2246'FT. SSW OF CENTERLINE OF NC 42, 160.1 FT. WNW OF CENTERLINE T EZ2246'INTERSECTION, 39.1 FT. ENE OF METAL EAST NC 42 SIGN POST, 24.2 FT. NE EZ2246'OF 14 INCH POPLAR WITH ALUMINUM REF. TAG, 27.2 FT. N OF 6 INCH MAPLE EZ2246'WITH ALUMINUM REF. TAG AND 76.8 FT. S OF POWER POLE ON NORTH SIDE OF EZ2246'HIGHWAY. DISK IS SET IN CONCRETE CYLINDER, 3 INCHES BELOW THE SURFACE EZ2246'OF THE GROUND. EZ2246 EZ2246 STATION RECOVERY (1999) EZ2246 EZ2246'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL) EZ2246'RECOVERED AS DESCRIBED, WITH THE FOLLOWING UPDATES. STATION IS NOW EZ2246'12-INCHES BELOW GROUND AND 2-FEET LOWER THAN NC 42. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7369 *********************************************************************** AE7369 DESIGNATION - COCLUB AE7369 PID - AE7369 AE7369 STATE/COUNTY- NC/WAKE AE7369 USGS QUAD - BAYLEAF (1987) AE7369 AE7369 *CURRENT SURVEY CONTROL AE7369 ___________________________________________________________________ AE7369* NAD 83(1986)- 35 54 17.99603(N) 078 41 22.89404(W) ADJUSTED AE7369* NAVD 88 - 141.943 (meters) 465.69 (feet) ADJUSTED AE7369 ___________________________________________________________________ AE7369 LAPLACE CORR- -7.08 (seconds) DEFLEC99 AE7369 GEOID HEIGHT- -32.38 (meters) GEOID03 AE7369 DYNAMIC HT - 141.823 (meters) 465.30 (feet) COMP AE7369 MODELED GRAV- 979,778.9 (mgal) NAVD 88 AE7369 AE7369 HORZ ORDER - SECOND AE7369 VERT ORDER - SECOND CLASS II AE7369 AE7369.The North Carolina HARNS have been completed but, AE7369.due to contractual restrictions, coordinates for these stations AE7369.will NOT be published in the near future. In the interim, the AE7369.published coordinates in North Carolina will not be AE7369.consistent with the Continuously Operating Reference Stations AE7369.(CORS). The HARN coordinates for these stations are available AE7369.upon request. Contact Gary Thompson(919-733-3836). AE7369. AE7369.In addition, the published North Carolina positions AE7369.(NAD 83 (1986)) are NOT consistent with those determined in AE7369.adjacent state readjustments. The discontinuity between stations AE7369.located in North Carolina and those in adjacent states AE7369.which have been adjusted to the HARN may be as much as 5 AE7369.decimeters. This will result in a significant loss of accuracy AE7369.over lines crossing such state borders. AE7369 AE7369 AE7369.The horizontal coordinates were established by classical geodetic methods AE7369.and adjusted by the National Geodetic Survey in March 1998. AE7369 AE7369.The orthometric height was determined by differential leveling AE7369.and adjusted by the National Geodetic Survey in September 1998. AE7369 AE7369.The Laplace correction was computed from DEFLEC99 derived deflections. AE7369 AE7369.The geoid height was determined by GEOID03. AE7369 AE7369.The dynamic height is computed by dividing the NAVD 88 AE7369.geopotential number by the normal gravity value computed on the AE7369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7369.degrees latitude (g = 980.6199 gals.). AE7369 AE7369.The modeled gravity was interpolated from observed gravity values. AE7369 AE7369; North East Units Scale Factor Converg. AE7369;SPC NC - 239,103.903 637,611.383 MT 0.99993747 +0 10 44.8 AE7369;SPC NC - 784,460.06 2,091,896.68 sFT 0.99993747 +0 10 44.8 AE7369;UTM 17 - 3,975,877.366 708,489.737 MT 1.00013565 +1 21 19.3 AE7369 AE7369! - Elev Factor x Scale Factor = Combined Factor AE7369!SPC NC - 0.99998280 x 0.99993747 = 0.99992028 AE7369!UTM 17 - 0.99998280 x 1.00013565 = 1.00011845 AE7369 AE7369 SUPERSEDED SURVEY CONTROL AE7369 AE7369 NGVD 29 (03/10/98) 142.22 (m) 466.6 (f) LEVELING 3 AE7369 AE7369.Superseded values are not recommended for survey control. AE7369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7369.See file dsdata.txt to determine how the superseded data were derived. AE7369 AE7369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0849075877(NAD 83) AE7369_MARKER: DH = HORIZONTAL CONTROL DISK AE7369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7369_STAMPING: COCLUB 1986 AE7369_MARK LOGO: NCGS AE7369_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7369+STABILITY: SURFACE MOTION AE7369 AE7369 HISTORY - Date Condition Report By AE7369 HISTORY - 1986 MONUMENTED NCGS AE7369 HISTORY - 19870101 GOOD NCGS AE7369 HISTORY - 20050810 MARK NOT FOUND USPSQD AE7369 AE7369 STATION DESCRIPTION AE7369 AE7369'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7369'STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) NORTH-NORTHWEST OF CAPTIOL AE7369'SQUARE (IN RALEIGH), AND 3.2 KM (2.00 MI) EAST OF LEESVILLE COMMUNITY. AE7369'ALONG SR 1829 (STRICKLAND ROAD) FOR 0.9 KM (0.55 MI) WEST FROM NC 50 AE7369'TO WILDWOOD GREEN COUNTRY CLUB ENTRANCE, IN THE NORTHWEST QUADRANT OF AE7369'THE T-INTERSECTION. MARK IS RECESSED 4 INCHES BELOW GROUND AND ABOUT 2 AE7369'FEET (0.6 M) LOWER THAN ROAD. LOCATED 6.2 M (20.3 FT) NORTH-NORTHEAST AE7369'OF THE CENTERLINE OF THE ROAD, 41.3 M (135.5 FT) NORTHWEST OF THE AE7369'SOUTH END OF A TRAFFIC ISLAND AT THE ENTRANCE ROAD, 31.7 M (104.0 FT) AE7369'NORTH-NORTHWEST OF THE WEST END OF A DRIVE CULVERT, 48.8 M (160.1 FT) AE7369'EAST OF A SOUTHERN BELL MANHOLE COVER--AND 4.1 M (13.5 FT) AE7369'SOUTH-SOUTHWEST OF A 14-INCH QUADRUPLE TRUNK PINE, 7.7 M (25.3 FT) AE7369'SOUTH-SOUTHEAST OF 20-INCH PINE--BOTH WITH REFERENCE TAGS. AE7369 AE7369 STATION RECOVERY (1987) AE7369 AE7369'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7369'RECOVERED AS DESCRIBED. AE7369 AE7369 STATION RECOVERY (2005) AE7369 AE7369'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) AE7369'MARK NOT FOUND 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5119 *********************************************************************** EZ5119 DESIGNATION - COFFEE EZ5119 PID - EZ5119 EZ5119 STATE/COUNTY- NC/WAKE EZ5119 USGS QUAD - RALEIGH WEST (1988) EZ5119 EZ5119 *CURRENT SURVEY CONTROL EZ5119 ___________________________________________________________________ EZ5119* NAD 83(1986)- 35 51 28.85117(N) 078 42 19.04444(W) ADJUSTED EZ5119* NAVD 88 - 123.5 (meters) 405. (feet) VERTCON EZ5119 ___________________________________________________________________ EZ5119 LAPLACE CORR- -7.19 (seconds) DEFLEC99 EZ5119 GEOID HEIGHT- -32.44 (meters) GEOID03 EZ5119 EZ5119 HORZ ORDER - SECOND EZ5119 EZ5119.The North Carolina HARNS have been completed but, EZ5119.due to contractual restrictions, coordinates for these stations EZ5119.will NOT be published in the near future. In the interim, the EZ5119.published coordinates in North Carolina will not be EZ5119.consistent with the Continuously Operating Reference Stations EZ5119.(CORS). The HARN coordinates for these stations are available EZ5119.upon request. Contact Gary Thompson(919-733-3836). EZ5119. EZ5119.In addition, the published North Carolina positions EZ5119.(NAD 83 (1986)) are NOT consistent with those determined in EZ5119.adjacent state readjustments. The discontinuity between stations EZ5119.located in North Carolina and those in adjacent states EZ5119.which have been adjusted to the HARN may be as much as 5 EZ5119.decimeters. This will result in a significant loss of accuracy EZ5119.over lines crossing such state borders. EZ5119 EZ5119 EZ5119.The horizontal coordinates were established by classical geodetic methods EZ5119.and adjusted by the National Geodetic Survey in July 1986. EZ5119 EZ5119.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5119 EZ5119.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5119 EZ5119.The geoid height was determined by GEOID03. EZ5119 EZ5119; North East Units Scale Factor Converg. EZ5119;SPC NC - 233,886.715 636,218.956 MT 0.99992846 +0 10 12.4 EZ5119;SPC NC - 767,343.33 2,087,328.36 sFT 0.99992846 +0 10 12.4 EZ5119;UTM 17 - 3,970,631.666 707,204.368 MT 1.00012907 +1 20 40.8 EZ5119 EZ5119! - Elev Factor x Scale Factor = Combined Factor EZ5119!SPC NC - 0.99998570 x 0.99992846 = 0.99991416 EZ5119!UTM 17 - 0.99998570 x 1.00012907 = 1.00011477 EZ5119 EZ5119 SUPERSEDED SURVEY CONTROL EZ5119 EZ5119 NAD 27 - 35 51 28.31858(N) 078 42 20.02737(W) AD( ) 2 EZ5119 NGVD 29 (07/19/86) 123.8 (m) 406. (f) VERT ANG EZ5119 EZ5119.Superseded values are not recommended for survey control. EZ5119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5119.See file dsdata.txt to determine how the superseded data were derived. EZ5119 EZ5119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0720470632(NAD 83) EZ5119_MARKER: DE = TRAVERSE STATION DISK EZ5119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5119_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5119_STAMPING: COFFEE 1961 EZ5119_MARK LOGO: NCGS EZ5119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5119+STABILITY: SURFACE MOTION EZ5119 EZ5119 HISTORY - Date Condition Report By EZ5119 HISTORY - 1961 MONUMENTED NCGS EZ5119 HISTORY - 1973 MARK NOT FOUND NCGS EZ5119 EZ5119 STATION DESCRIPTION EZ5119 EZ5119'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ5119'COFFEE IS A. N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5119'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5119' EZ5119'COFFEE IS 6.7 MILES NW OF RALEIGH. PROCEED 5.3 MILES W ON EZ5119'U.S. 70 TO CRABTREE CREEK BRIDGE, CONTINUE 2.4 MILES W ON U.S. EZ5119'70 TO STATION. STATION IS 4.8 MILES E OF RALEIGH-DURHAM EZ5119'AIRPORT RD. INTERSECTION AND JUST W OF SECOND CROSSOVER WEST EZ5119'OF RANCH MOTEL. AND IN FRONT OF SMALL COFFEE SHOP RESTAURANT. EZ5119' EZ5119'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5119'COFFEE 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5119'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5119' EZ5119'MARK IS EZ5119' EZ5119'32.4 FT N OF NO PARKING SIGN WITH ALUMINUM REF. TAG EZ5119' EZ5119'65.4 FT W OF 3 LEAD NAILS IN C/L OF CROSSOVER IN FRONT OF EZ5119'SMALL RESTAURANT EZ5119' EZ5119'6.9 FT N OF EDGE OF E LANE OF U.S. 70 EZ5119 EZ5119 STATION RECOVERY (1973) EZ5119 EZ5119'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EZ5119'DESTROYED BY ROAD CONSTRUCTION IN AREA. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7479 *********************************************************************** AE7479 DESIGNATION - COLLECT AE7479 PID - AE7479 AE7479 STATE/COUNTY- NC/WAKE AE7479 USGS QUAD - RALEIGH EAST (1993) AE7479 AE7479 *CURRENT SURVEY CONTROL AE7479 ___________________________________________________________________ AE7479* NAD 83(1986)- 35 50 56.55704(N) 078 36 06.62914(W) ADJUSTED AE7479* NAVD 88 - 85.015 (meters) 278.92 (feet) ADJUSTED AE7479 ___________________________________________________________________ AE7479 LAPLACE CORR- -7.53 (seconds) DEFLEC99 AE7479 GEOID HEIGHT- -32.90 (meters) GEOID03 AE7479 DYNAMIC HT - 84.942 (meters) 278.68 (feet) COMP AE7479 MODELED GRAV- 979,775.8 (mgal) NAVD 88 AE7479 AE7479 HORZ ORDER - SECOND AE7479 VERT ORDER - SECOND CLASS II AE7479 AE7479.The North Carolina HARNS have been completed but, AE7479.due to contractual restrictions, coordinates for these stations AE7479.will NOT be published in the near future. In the interim, the AE7479.published coordinates in North Carolina will not be AE7479.consistent with the Continuously Operating Reference Stations AE7479.(CORS). The HARN coordinates for these stations are available AE7479.upon request. Contact Gary Thompson(919-733-3836). AE7479. AE7479.In addition, the published North Carolina positions AE7479.(NAD 83 (1986)) are NOT consistent with those determined in AE7479.adjacent state readjustments. The discontinuity between stations AE7479.located in North Carolina and those in adjacent states AE7479.which have been adjusted to the HARN may be as much as 5 AE7479.decimeters. This will result in a significant loss of accuracy AE7479.over lines crossing such state borders. AE7479 AE7479 AE7479.The horizontal coordinates were established by classical geodetic methods AE7479.and adjusted by the National Geodetic Survey in February 1998. AE7479 AE7479.The orthometric height was determined by differential leveling AE7479.and adjusted by the National Geodetic Survey in September 1998. AE7479 AE7479.The Laplace correction was computed from DEFLEC99 derived deflections. AE7479 AE7479.The geoid height was determined by GEOID03. AE7479 AE7479.The dynamic height is computed by dividing the NAVD 88 AE7479.geopotential number by the normal gravity value computed on the AE7479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7479.degrees latitude (g = 980.6199 gals.). AE7479 AE7479.The modeled gravity was interpolated from observed gravity values. AE7479 AE7479; North East Units Scale Factor Converg. AE7479;SPC NC - 232,924.058 645,566.229 MT 0.99992682 +0 13 47.3 AE7479;SPC NC - 764,185.01 2,117,995.20 sFT 0.99992682 +0 13 47.3 AE7479;UTM 17 - 3,969,860.698 716,571.528 MT 1.00017799 +1 24 18.1 AE7479 AE7479! - Elev Factor x Scale Factor = Combined Factor AE7479!SPC NC - 0.99999182 x 0.99992682 = 0.99991864 AE7479!UTM 17 - 0.99999182 x 1.00017799 = 1.00016981 AE7479 AE7479 SUPERSEDED SURVEY CONTROL AE7479 AE7479 NGVD 29 (02/27/98) 85.29 (m) 279.8 (f) LEVELING 3 AE7479 AE7479.Superseded values are not recommended for survey control. AE7479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7479.See file dsdata.txt to determine how the superseded data were derived. AE7479 AE7479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1657269861(NAD 83) AE7479_MARKER: DH = HORIZONTAL CONTROL DISK AE7479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7479_STAMPING: COLLECT 1987 AE7479_MARK LOGO: NCGS AE7479_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7479+STABILITY: SURFACE MOTION AE7479 AE7479 HISTORY - Date Condition Report By AE7479 HISTORY - 1987 MONUMENTED NCGS AE7479 HISTORY - 19870101 GOOD NCGS AE7479 AE7479 STATION DESCRIPTION AE7479 AE7479'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7479'STATION IS LOCATED ABOUT 8.2 KM (5.10 MI) NORTH-NORTHEAST OF CAPITAL AE7479'SQUARE IN RALEIGH. ALONG ATLANTIC AVENUE FOR 3.2 KM (2.00 MI) NORTH AE7479'FROM THE CLIFF BENSON BELTLINE OVERPASS, TO MILLBROOK ROAD, IN THE AE7479'SOUTHWEST QUADRANT, NEAR THE CURB. MARK IS FLUSH WITH GROUND AND IS AE7479'LEVEL WITH ROAD. LOCATED 4.9 M (16.1 FT) SOUTH-SOUTHWEST OF THE AE7479'CENTERLINE OF THE EAST BOUND LANE OF MILLBROOK, 19.1 M (62.7 FT) AE7479'WEST-NORTHWEST OF THE CENTERLINE OF THE SOUTH BOUND LANE OF ATLANTIC AE7479'AVENUE, 1.7 M (5.6 FT) EAST-SOUTHEAST OF A MANHOLE COVER--AND 5.9 M AE7479'(19.4 FT) NORTH OF A POWER POLE, 8.0 M (26.2 FT) NORTHWEST OF A AE7479'TRAFFIC SIGNAL SUPPORT POST--BOTH WITH REFERENCE TAGS. AE7479 AE7479 STATION RECOVERY (1987) AE7479 AE7479'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7479'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2525 *********************************************************************** EZ2525 DESIGNATION - COLONIAL EZ2525 PID - EZ2525 EZ2525 STATE/COUNTY- NC/WAKE EZ2525 USGS QUAD - RALEIGH EAST (1993) EZ2525 EZ2525 *CURRENT SURVEY CONTROL EZ2525 ___________________________________________________________________ EZ2525* NAD 83(1986)- 35 48 36.82451(N) 078 36 48.25323(W) ADJUSTED EZ2525* NAVD 88 - 62.519 (meters) 205.11 (feet) ADJUSTED EZ2525 ___________________________________________________________________ EZ2525 LAPLACE CORR- -7.61 (seconds) DEFLEC99 EZ2525 GEOID HEIGHT- -32.95 (meters) GEOID03 EZ2525 DYNAMIC HT - 62.465 (meters) 204.94 (feet) COMP EZ2525 MODELED GRAV- 979,772.3 (mgal) NAVD 88 EZ2525 EZ2525 HORZ ORDER - SECOND EZ2525 VERT ORDER - SECOND CLASS II EZ2525 EZ2525.The North Carolina HARNS have been completed but, EZ2525.due to contractual restrictions, coordinates for these stations EZ2525.will NOT be published in the near future. In the interim, the EZ2525.published coordinates in North Carolina will not be EZ2525.consistent with the Continuously Operating Reference Stations EZ2525.(CORS). The HARN coordinates for these stations are available EZ2525.upon request. Contact Gary Thompson(919-733-3836). EZ2525. EZ2525.In addition, the published North Carolina positions EZ2525.(NAD 83 (1986)) are NOT consistent with those determined in EZ2525.adjacent state readjustments. The discontinuity between stations EZ2525.located in North Carolina and those in adjacent states EZ2525.which have been adjusted to the HARN may be as much as 5 EZ2525.decimeters. This will result in a significant loss of accuracy EZ2525.over lines crossing such state borders. EZ2525 EZ2525 EZ2525.The horizontal coordinates were established by classical geodetic methods EZ2525.and adjusted by the National Geodetic Survey in July 1986. EZ2525 EZ2525.The orthometric height was determined by differential leveling EZ2525.and adjusted by the National Geodetic Survey in June 1991. EZ2525 EZ2525.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2525 EZ2525.The geoid height was determined by GEOID03. EZ2525 EZ2525.The dynamic height is computed by dividing the NAVD 88 EZ2525.geopotential number by the normal gravity value computed on the EZ2525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2525.degrees latitude (g = 980.6199 gals.). EZ2525 EZ2525.The modeled gravity was interpolated from observed gravity values. EZ2525 EZ2525; North East Units Scale Factor Converg. EZ2525;SPC NC - 228,613.586 644,538.606 MT 0.99991999 +0 13 23.3 EZ2525;SPC NC - 750,043.07 2,114,623.74 sFT 0.99991999 +0 13 23.3 EZ2525;UTM 17 - 3,965,528.977 715,632.240 MT 1.00017299 +1 23 49.0 EZ2525 EZ2525! - Elev Factor x Scale Factor = Combined Factor EZ2525!SPC NC - 0.99999536 x 0.99991999 = 0.99991535 EZ2525!UTM 17 - 0.99999536 x 1.00017299 = 1.00016835 EZ2525 EZ2525: Primary Azimuth Mark Grid Az EZ2525:SPC NC - WYATT 209 12 50.1 EZ2525:UTM 17 - WYATT 208 02 24.4 EZ2525 EZ2525|---------------------------------------------------------------------| EZ2525| PID Reference Object Distance Geod. Az | EZ2525| dddmmss.s | EZ2525| EZ2526 WYATT 449.829 METERS 2092613.4 | EZ2525|---------------------------------------------------------------------| EZ2525 EZ2525 SUPERSEDED SURVEY CONTROL EZ2525 EZ2525 NAD 27 - 35 48 36.28549(N) 078 36 49.23969(W) AD( ) 2 EZ2525 NGVD 29 (??/??/92) 62.797 (m) 206.03 (f) ADJ UNCH 2 2 EZ2525 EZ2525.Superseded values are not recommended for survey control. EZ2525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2525.See file dsdata.txt to determine how the superseded data were derived. EZ2525 EZ2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1563265529(NAD 83) EZ2525_MARKER: DE = TRAVERSE STATION DISK EZ2525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2525_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2525_STAMPING: COLONIAL 1967 EZ2525_MARK LOGO: NCGS EZ2525_MAGNETIC: N = NO MAGNETIC MATERIAL EZ2525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2525+STABILITY: SURFACE MOTION EZ2525 EZ2525 HISTORY - Date Condition Report By EZ2525 HISTORY - 1967 MONUMENTED NCGS EZ2525 HISTORY - 1976 GOOD NCGS EZ2525 HISTORY - 1983 GOOD NCGS EZ2525 HISTORY - 1984 GOOD USPSQD EZ2525 HISTORY - 1984 GOOD USPSQD EZ2525 HISTORY - 19871030 GOOD NCGS EZ2525 EZ2525 STATION DESCRIPTION EZ2525 EZ2525'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ2525'COLONIAL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2525'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ2525' EZ2525'COLONIAL IS LOCATED APPROXIMATELY 2.5 MILES NORTHEAST OF EZ2525'RALEIGH CAPITOL SQUARE. 0.6 MILES SOUTHWEST ALONG THE SOUTH EZ2525'BOUND LANE OF N. BLVD. FROM U.S. 1 BYPASS. 0.1 MILE SOUTHWEST EZ2525'OF BRIDGE OVER CRABTREE CREEK. 0.1 MILE NORTHEAST OF NORFOLK EZ2525'AND SOUTHERN RR BRIDGE OVER NORTH BLVD., APPROXIMATELY 100 FT EZ2525'E OF COLONIAL STORE WAREHOUSE. ON THE WEST SIDE OF S BOUND EZ2525'LANE OF N. BLVD., AND 3 FT WEST OF CURB, DIRECTLY EAST OF EZ2525'GATE TO COLONIAL STORE WAREHOUSE. EZ2525' EZ2525'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2525'COLONIAL 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2525'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2525' EZ2525'MARK IS EZ2525' EZ2525'4.1 FT SSW OF WOODEN SIGN POLE WITH ALUMINUM REF. TAG EZ2525' EZ2525'35.9 FT SSW OF PP ON EDGE OF ACCESS ROAD WITH ALUM. REF. TAG EZ2525' EZ2525'57.5 FT NNW OF WOODEN SIGN POLE WITH ALUMINUM REF. TAG EZ2525' EZ2525'68.7 FT S OF CONCRETE RIGHT OF WAY MARK EZ2525' EZ2525'74.2 FT SSE OF EASTERNMOST GATE POLE EZ2525' EZ2525'67.7 FT SE OF CENTER LINE OF ACCESS ROAD EZ2525' EZ2525'27.0 FT NNW OF C/L OF S BOUND LANE OF N. BLVD. EZ2525 EZ2525 STATION RECOVERY (1976) EZ2525 EZ2525'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2525'2.5 MI NE FROM RALEIGH. EZ2525'STATION IS LOCATED ALONG THE SOUTH BOUND LANE OF NORTH BOULEVARD, EZ2525'APPROXIMATELY 2.5 MILES NE OF CAPITOL SQUARE, BETWEEN THE SOUTH BOUND EZ2525'LANE AND A PARALLELING ACCESS ROAD AND APPROXIMATELY 600 FEET EZ2525'SOUTHWEST OF NORTH BOULEVARD BRIDGE OVER CRABTREE CREEK. 3.0 FT. SW EZ2525'OF WOODEN SIGN POLE WITH ALUMINUM REF. TAG, 35.9 FT. SSW OF POWER POLE EZ2525'ON EDGE OF ACCESS ROAD WITH ALUMINUM REF. TAG, 57.5 FT. NNW OF WOODEN EZ2525'SIGN POLE WITH ALUMINUM REF. TAG, 68.7 FT. S OF CONCRETE RIGHT OF WAY EZ2525'MARK, 34.7 FT. SE OF CENTERLINE OF ACCESS ROAD, 29.8 FT. NW OF EZ2525'CENTERLINE OF SOUTH BOUND LANE OF N. BLVD, 40.2 FT. SW OF CENTER OF EZ2525'CONCRETE DRAINAGE COVER AND 3.6 FT. NW OF CURB. DISK IS SET IN TOP OF EZ2525'CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND. EZ2525 EZ2525 STATION RECOVERY (1983) EZ2525 EZ2525'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG) EZ2525'THE STATION WAS RECOVERED AT THIS DATE. EZ2525'THE MARK WAS IN GOOD CONDITION. EZ2525' EZ2525'THE DESCRIPTION IS ADEQUATE. EZ2525 EZ2525 STATION RECOVERY (1984) EZ2525 EZ2525'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGS) EZ2525'COLONIAL 1967 FOUND GOOD. EZ2525' EZ2525'THE DESCRIPTION SHOULD BE REVISED AS FOLLOWS--THE GATE TO THE EZ2525'COLONIAL STORE WAREHOUSE IS NOT THERE, IT IS A CONTINUOUS FENCE NOW, EZ2525'THE DESCRIPTION SHOULD READ DIRECTLY EAST OF FENCE TO COLONIAL EZ2525'STORE WAREHOUSE. THE MARKER IS NOW 2 INCHES BELOW SURFACE OF THE EZ2525'GROUND. THE FIRST AND THIRD REF. POINTS ARE NO LONGER VALID. THE EZ2525'FIFTH REF SHOULD READ--52.0 FEET SE OF FENCE TO WAREHOUSE YARD. EZ2525'THE SIXTH REF. SHOULD READ--22.8 FEET SE OF BACK OF CURB ON ACCESS EZ2525'RD. ADD FOLLOWING REF. 18.4 FEET ENE OF SIGN ON W EDGE OF N BLVD EZ2525'PROHIBITING BUSES, TRUCKS AND VANS PARKING ON STREET. EZ2525 EZ2525 STATION RECOVERY (1984) EZ2525 EZ2525'RECOVERY NOTE BY US POWER SQUADRON 1984 EZ2525'THE GATE TO THE COLONIAL STORE WAREHOUSE IS NOT THERE, IT IS A EZ2525'CONTINOUS FENCE NOW, THE DESCRIPTION SHOULD READ: DIRECTLY EAST OF EZ2525'FENCE TO COLONIAL STORE WAREHOUSE, THE MARKER IS NOW 2' BELOW SURFACE EZ2525'OF THE GROUND. THE FIRST AND THIRD REF. POINTS ARE NO LONGER VAILD. EZ2525'THE FIFTH REF. SHOULD REAL: 52.0 SOUTHEAST OF FENCE TO WAREHOUSE EZ2525'YARD. THE SIXTH REF. SHOULD READ. 22.8 SOUTHEAST OF BACK OF CURB ON EZ2525'ACCESS ROAD ADD; FOLLOWING REF: 18.4 EAST-NORTHEAST OF SIGN ON WEST EZ2525'EDGE OF NORTH BLVD. PROHIBIITING BUSES, TRUCKS AND VANS PARKING ON EZ2525'STREET. EZ2525 EZ2525 STATION RECOVERY (1987) EZ2525 EZ2525'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ2525'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5458 *********************************************************************** EZ5458 DESIGNATION - COMBS EZ5458 PID - EZ5458 EZ5458 STATE/COUNTY- NC/WAKE EZ5458 USGS QUAD - GREEN LEVEL (1993) EZ5458 EZ5458 *CURRENT SURVEY CONTROL EZ5458 ___________________________________________________________________ EZ5458* NAD 83(1986)- 35 50 08.32927(N) 078 52 56.10977(W) ADJUSTED EZ5458* NAVD 88 - 109.1 (meters) 358. (feet) VERTCON EZ5458 ___________________________________________________________________ EZ5458 LAPLACE CORR- -5.72 (seconds) DEFLEC99 EZ5458 GEOID HEIGHT- -31.81 (meters) GEOID03 EZ5458 EZ5458 HORZ ORDER - SECOND EZ5458 EZ5458.The North Carolina HARNS have been completed but, EZ5458.due to contractual restrictions, coordinates for these stations EZ5458.will NOT be published in the near future. In the interim, the EZ5458.published coordinates in North Carolina will not be EZ5458.consistent with the Continuously Operating Reference Stations EZ5458.(CORS). The HARN coordinates for these stations are available EZ5458.upon request. Contact Gary Thompson(919-733-3836). EZ5458. EZ5458.In addition, the published North Carolina positions EZ5458.(NAD 83 (1986)) are NOT consistent with those determined in EZ5458.adjacent state readjustments. The discontinuity between stations EZ5458.located in North Carolina and those in adjacent states EZ5458.which have been adjusted to the HARN may be as much as 5 EZ5458.decimeters. This will result in a significant loss of accuracy EZ5458.over lines crossing such state borders. EZ5458 EZ5458 EZ5458.The horizontal coordinates were established by classical geodetic methods EZ5458.and adjusted by the National Geodetic Survey in July 1986. EZ5458 EZ5458.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5458 EZ5458.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5458 EZ5458.The geoid height was determined by GEOID03. EZ5458 EZ5458; North East Units Scale Factor Converg. EZ5458;SPC NC - 231,371.917 620,238.928 MT 0.99992441 +0 04 04.7 EZ5458;SPC NC - 759,092.70 2,034,900.55 sFT 0.99992441 +0 04 04.7 EZ5458;UTM 17 - 3,967,789.686 691,276.594 MT 1.00005085 +1 14 24.9 EZ5458 EZ5458! - Elev Factor x Scale Factor = Combined Factor EZ5458!SPC NC - 0.99998786 x 0.99992441 = 0.99991227 EZ5458!UTM 17 - 0.99998786 x 1.00005085 = 1.00003871 EZ5458 EZ5458: Primary Azimuth Mark Grid Az EZ5458:SPC NC - EVANS 324 25 38.7 EZ5458:UTM 17 - EVANS 323 15 18.5 EZ5458 EZ5458|---------------------------------------------------------------------| EZ5458| PID Reference Object Distance Geod. Az | EZ5458| dddmmss.s | EZ5458| EZ5461 EVANS APPROX. 0.9 KM 3242943.4 | EZ5458|---------------------------------------------------------------------| EZ5458 EZ5458 SUPERSEDED SURVEY CONTROL EZ5458 EZ5458 NAD 27 - 35 50 07.79843(N) 078 52 57.08912(W) AD( ) 2 EZ5458 NGVD 29 (07/19/86) 109.4 (m) 359. (f) VERT ANG EZ5458 EZ5458.Superseded values are not recommended for survey control. EZ5458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5458.See file dsdata.txt to determine how the superseded data were derived. EZ5458 EZ5458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9127767790(NAD 83) EZ5458_MARKER: DE = TRAVERSE STATION DISK EZ5458_SETTING: 0 = UNSPECIFIED SETTING EZ5458_STAMPING: COMBS 1961 EZ5458_MARK LOGO: NCGS EZ5458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ5458 EZ5458 HISTORY - Date Condition Report By EZ5458 HISTORY - 1961 MONUMENTED NCGS EZ5458 EZ5458 STATION DESCRIPTION EZ5458 EZ5458'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ5458'COMBS IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5458'IN THE VICINITY OF DURHAM, NORTH CAROLINA. EZ5458' EZ5458'COMBS IS LOCATED APPROXIMATELY 1.0 MILE NORTH NORTHWEST OF EZ5458'CARPENTER, N.C. AND 3.2 MILES NORTHWEST OF MORRISVILLE, N.C. TO EZ5458'REACH STATION PROCEED FROM THE INTERSECTION OF SR 1624 AND NC EZ5458'55 NORTH ON NC 55 FOR 1.0 MILE TO INTERSECTION OF SR 1726 AND EZ5458'NC 55. THE STATION IS LOCATED IN THE SOUTH V OF INTERSECTION EZ5458'FORMED BY SR 1726 AND NC 55. EZ5458' EZ5458'STATION MARK IS A PRECAST MONUMENT WITH A N.C. BRASS TRAVERSE EZ5458'DISK, STAMPED COMBS 1961, SET IN THE TOP WHICH IS 4 INCHES EZ5458'ABOVE THE SURFACE OF THE GROUND. EZ5458' EZ5458'MARK IS EZ5458' EZ5458'42.0 FT E OF C/L OF NC 55 EZ5458' EZ5458'80.0 FT W OF 6 INCH PINE TREE WITH ALUMINUM REF. TAG EZ5458' EZ5458'89.0 FT SW OF 6 INCH PINE TREE WITH ALUMINUM REF. TAG EZ5458' EZ5458'101.0 FT SSE OF STOP SIGN WITH ALUMINUM REF. TAG ON SR 1726 EZ5458' EZ5458'58.4 FT SSE OF SOUTH END OF CULVERT UNDER SR 1726 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6642 *********************************************************************** EZ6642 DESIGNATION - COMMERCE EZ6642 PID - EZ6642 EZ6642 STATE/COUNTY- NC/WAKE EZ6642 USGS QUAD - FUQUAY-VARINA (1993) EZ6642 EZ6642 *CURRENT SURVEY CONTROL EZ6642 ___________________________________________________________________ EZ6642* NAD 83(1986)- 35 35 29.37407(N) 078 47 47.21626(W) ADJUSTED EZ6642* NAVD 88 - 128.0 (meters) 420. (feet) VERTCON EZ6642 ___________________________________________________________________ EZ6642 LAPLACE CORR- -4.72 (seconds) DEFLEC99 EZ6642 GEOID HEIGHT- -32.70 (meters) GEOID03 EZ6642 EZ6642 HORZ ORDER - SECOND EZ6642 EZ6642.The North Carolina HARNS have been completed but, EZ6642.due to contractual restrictions, coordinates for these stations EZ6642.will NOT be published in the near future. In the interim, the EZ6642.published coordinates in North Carolina will not be EZ6642.consistent with the Continuously Operating Reference Stations EZ6642.(CORS). The HARN coordinates for these stations are available EZ6642.upon request. Contact Gary Thompson(919-733-3836). EZ6642. EZ6642.In addition, the published North Carolina positions EZ6642.(NAD 83 (1986)) are NOT consistent with those determined in EZ6642.adjacent state readjustments. The discontinuity between stations EZ6642.located in North Carolina and those in adjacent states EZ6642.which have been adjusted to the HARN may be as much as 5 EZ6642.decimeters. This will result in a significant loss of accuracy EZ6642.over lines crossing such state borders. EZ6642 EZ6642 EZ6642.The horizontal coordinates were established by classical geodetic methods EZ6642.and adjusted by the National Geodetic Survey in March 1993. EZ6642 EZ6642.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6642 EZ6642.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6642 EZ6642.The geoid height was determined by GEOID03. EZ6642 EZ6642; North East Units Scale Factor Converg. EZ6642;SPC NC - 204,297.258 628,046.276 MT 0.99989012 +0 07 02.9 EZ6642;SPC NC - 670,265.25 2,060,515.16 sFT 0.99989012 +0 07 02.9 EZ6642;UTM 17 - 3,940,875.484 699,636.012 MT 1.00009115 +1 16 58.4 EZ6642 EZ6642! - Elev Factor x Scale Factor = Combined Factor EZ6642!SPC NC - 0.99998504 x 0.99989012 = 0.99987516 EZ6642!UTM 17 - 0.99998504 x 1.00009115 = 1.00007619 EZ6642 EZ6642 SUPERSEDED SURVEY CONTROL EZ6642 EZ6642 NGVD 29 (03/10/93) 128.3 (m) 421. (f) VERT ANG EZ6642 EZ6642.Superseded values are not recommended for survey control. EZ6642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6642.See file dsdata.txt to determine how the superseded data were derived. EZ6642 EZ6642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9963640875(NAD 83) EZ6642_MARKER: DE = TRAVERSE STATION DISK EZ6642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6642_SP_SET: CONCRETE POST EZ6642_STAMPING: COMMERCE 1983 EZ6642_MARK LOGO: NCGS EZ6642_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ6642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6642+STABILITY: SURFACE MOTION EZ6642 EZ6642 HISTORY - Date Condition Report By EZ6642 HISTORY - 1983 MONUMENTED NCGS EZ6642 HISTORY - 20041106 GOOD GEOCAC EZ6642 EZ6642 STATION DESCRIPTION EZ6642 EZ6642'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 EZ6642'STATION IS LOCATED IN FUQUAY VARINA. EZ6642'ALONG US 401, 0.3 KM (0.2 MI) WEST OF THE INTERSECTION WITH NC 55 AND EZ6642'0.5 KM (0.30 MI) NORTHEAST OF THE INTERSECTION WITH WAKE-CHAPEL ROAD, EZ6642'IN BETWEEN CHAMBER OF COMMERCE BUILDING AND DRIVE UP HILL TO CITY EZ6642'PUBLIC WORKS GARAGE AND WATER TANKS. EZ6642'THE STATION IS A STANDARD NCGS DISK STAMPED---COMMERCE 1983---, SET EZ6642'INTO THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER FLUSH WITH EZ6642'GROUND. LOCATED 13.66 METERS (44.8 FT) NORTH FROM THE CENTERLINE OF EZ6642'HIGHWAY, 6.34 METERS (20.8 FT) WEST FROM THE CENTERLINE OF STREET TO EZ6642'PUBLIC WORKS DEPARTMENT, 10.21 METERS (33.5 FT) EAST FROM THE EZ6642'SOUTHEAST CORNER OF CHAMBER OF COMMERCE BUILDING, 0.85 METERS EZ6642'(2.8 FT) SOUTHWEST FROM A METAL WATER VALVE COVER, AND 15.36 METERS EZ6642'(50.4 FT) WEST-NORTHWEST FROM A POWER POLE WITH TRANSFORMER AND EZ6642'REFERENCE TAG. EZ6642'STATION IS 0.6 M (2.0 FT) ABOVE LEVEL OF HIGHWAY. EZ6642 EZ6642 STATION RECOVERY (2004) EZ6642 EZ6642'RECOVERY NOTE BY GEOCACHING 2004 (PFF) EZ6642'RECOVERED IN GOOD CONDITION. PUBLIC WORKS DRIVEWAY IS LOCATED AT 529 EZ6642'N. MAIN ST. FORMER CHAMBER OF COMMERCE BUILDING OCCUPIED BY EZ6642'FUQUAY-VARINA ATHLETIC ASSOCIATION (FVAA). 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5682 *********************************************************************** EZ5682 DESIGNATION - CONCRETE EZ5682 PID - EZ5682 EZ5682 STATE/COUNTY- NC/WAKE EZ5682 USGS QUAD - ZEBULON (1981) EZ5682 EZ5682 *CURRENT SURVEY CONTROL EZ5682 ___________________________________________________________________ EZ5682* NAD 83(1986)- 35 48 32.37889(N) 078 20 03.00099(W) ADJUSTED EZ5682* NAVD 88 - 86.7 (meters) 284. (feet) VERTCON EZ5682 ___________________________________________________________________ EZ5682 LAPLACE CORR- -3.92 (seconds) DEFLEC99 EZ5682 GEOID HEIGHT- -34.01 (meters) GEOID03 EZ5682 EZ5682 HORZ ORDER - SECOND EZ5682 EZ5682.The North Carolina HARNS have been completed but, EZ5682.due to contractual restrictions, coordinates for these stations EZ5682.will NOT be published in the near future. In the interim, the EZ5682.published coordinates in North Carolina will not be EZ5682.consistent with the Continuously Operating Reference Stations EZ5682.(CORS). The HARN coordinates for these stations are available EZ5682.upon request. Contact Gary Thompson(919-733-3836). EZ5682. EZ5682.In addition, the published North Carolina positions EZ5682.(NAD 83 (1986)) are NOT consistent with those determined in EZ5682.adjacent state readjustments. The discontinuity between stations EZ5682.located in North Carolina and those in adjacent states EZ5682.which have been adjusted to the HARN may be as much as 5 EZ5682.decimeters. This will result in a significant loss of accuracy EZ5682.over lines crossing such state borders. EZ5682 EZ5682 EZ5682.The horizontal coordinates were established by classical geodetic methods EZ5682.and adjusted by the National Geodetic Survey in January 1990. EZ5682 EZ5682.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5682 EZ5682.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5682 EZ5682.The geoid height was determined by GEOID03. EZ5682 EZ5682; North East Units Scale Factor Converg. EZ5682;SPC NC - 228,610.349 669,774.338 MT 0.99991978 +0 23 03.5 EZ5682;SPC NC - 750,032.45 2,197,417.97 sFT 0.99991978 +0 23 03.5 EZ5682;UTM 17 - 3,966,043.394 740,870.876 MT 1.00031499 +1 33 37.8 EZ5682 EZ5682! - Elev Factor x Scale Factor = Combined Factor EZ5682!SPC NC - 0.99999173 x 0.99991978 = 0.99991151 EZ5682!UTM 17 - 0.99999173 x 1.00031499 = 1.00030672 EZ5682 EZ5682: Primary Azimuth Mark Grid Az EZ5682:SPC NC - MEDICAL 031 05 12.5 EZ5682:UTM 17 - MEDICAL 029 54 38.2 EZ5682 EZ5682|---------------------------------------------------------------------| EZ5682| PID Reference Object Distance Geod. Az | EZ5682| dddmmss.s | EZ5682| EZ5697 MEDICAL APPROX. 1.2 KM 0312816.0 | EZ5682| EZ5704 ROGERS 379.229 METERS 22717 | EZ5682|---------------------------------------------------------------------| EZ5682 EZ5682 SUPERSEDED SURVEY CONTROL EZ5682 EZ5682 NGVD 29 (01/12/90) 87.0 (m) 285. (f) VERT ANG EZ5682 EZ5682.Superseded values are not recommended for survey control. EZ5682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5682.See file dsdata.txt to determine how the superseded data were derived. EZ5682 EZ5682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4087166043(NAD 83) EZ5682_MARKER: DE = TRAVERSE STATION DISK EZ5682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5682_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5682+STABILITY: SURFACE MOTION EZ5682_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ5682+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2005 EZ5682 EZ5682 HISTORY - Date Condition Report By EZ5682 HISTORY - 1980 MONUMENTED NCGS EZ5682 HISTORY - 20050425 GOOD USPSQD EZ5682 EZ5682 STATION DESCRIPTION EZ5682 EZ5682'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EZ5682'THE STATION IS LOCATED APPROXIMATELY 1.6 MILES SOUTHWEST OF ZEBULON, EZ5682'AND 2.6 MILES NORTHEAST OF WENDELL. EZ5682' EZ5682'TO REACH THE STATION FROM THE INTERSECTION OF US 64 BUSINESS WITH NC EZ5682'97 AT THE WEST SIDE OF ZEBULON, PROCEED SOUTHWEST ALONG US 64 BUSINESS EZ5682'FOR 1.05 MILES TO STATION IN THE RIGHT SHOULDER, ACROSS HIGHWAY FROM A EZ5682'BILLBOARD--FLAV-O-RICH--MILK AND 0.1 MILE SOUTHWEST OF THE SR 2348 EZ5682'ENTRANCE. EZ5682' EZ5682'STATION MARK IS A STANDARD DISK STAMPED---CONCRETE 1980---SET IN TOP EZ5682'OF A 10 INCH CONCRETE CYLINDER, 5 INCHES BELOW GROUND SURFACE. THE EZ5682'MARK IS 13.0 FEET NORTHWEST OF THE CENTERLINE OF US 64 BUSINESS, 4.5 EZ5682'FEET SOUTHWEST OF THE NORTH PROJECTION OF BILLBOARD POSTS, 64.9 FEET EZ5682'NORTHWEST OF NORTHMOST POST OF BILLBOARD WITH REFERENCE TAG, 81.9 FEET EZ5682'SOUTH-SOUTHWEST OF FIRE HYDRANT, 68.8 FEET EAST OF POWER POLE WITH EZ5682'REFERENCE TAG. EZ5682 EZ5682 STATION RECOVERY (2005) EZ5682 EZ5682'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ5682'N 35 48.538 EZ5682'W 078 20.050 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5396 *********************************************************************** EZ5396 DESIGNATION - CONTROL EZ5396 PID - EZ5396 EZ5396 STATE/COUNTY- NC/WAKE EZ5396 USGS QUAD - SOUTHEAST DURHAM (1993) EZ5396 EZ5396 *CURRENT SURVEY CONTROL EZ5396 ___________________________________________________________________ EZ5396* NAD 83(1986)- 35 52 43.78325(N) 078 47 01.30096(W) ADJUSTED EZ5396* NAVD 88 - 134.6 (meters) 442. (feet) VERTCON EZ5396 ___________________________________________________________________ EZ5396 LAPLACE CORR- -5.99 (seconds) DEFLEC99 EZ5396 GEOID HEIGHT- -32.06 (meters) GEOID03 EZ5396 EZ5396 HORZ ORDER - SECOND EZ5396 EZ5396.This mark is at Durham Intl-Raleigh Airport (RDU) EZ5396 EZ5396.The North Carolina HARNS have been completed but, EZ5396.due to contractual restrictions, coordinates for these stations EZ5396.will NOT be published in the near future. In the interim, the EZ5396.published coordinates in North Carolina will not be EZ5396.consistent with the Continuously Operating Reference Stations EZ5396.(CORS). The HARN coordinates for these stations are available EZ5396.upon request. Contact Gary Thompson(919-733-3836). EZ5396. EZ5396.In addition, the published North Carolina positions EZ5396.(NAD 83 (1986)) are NOT consistent with those determined in EZ5396.adjacent state readjustments. The discontinuity between stations EZ5396.located in North Carolina and those in adjacent states EZ5396.which have been adjusted to the HARN may be as much as 5 EZ5396.decimeters. This will result in a significant loss of accuracy EZ5396.over lines crossing such state borders. EZ5396 EZ5396 EZ5396.The horizontal coordinates were established by classical geodetic methods EZ5396.and adjusted by the National Geodetic Survey in July 1986. EZ5396 EZ5396.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5396 EZ5396.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5396 EZ5396.The geoid height was determined by GEOID03. EZ5396 EZ5396; North East Units Scale Factor Converg. EZ5396;SPC NC - 236,177.824 629,132.557 MT 0.99993237 +0 07 29.4 EZ5396;SPC NC - 774,860.08 2,064,079.06 sFT 0.99993237 +0 07 29.4 EZ5396;UTM 17 - 3,972,777.423 700,071.206 MT 1.00009326 +1 17 57.7 EZ5396 EZ5396! - Elev Factor x Scale Factor = Combined Factor EZ5396!SPC NC - 0.99998390 x 0.99993237 = 0.99991627 EZ5396!UTM 17 - 0.99998390 x 1.00009326 = 1.00007716 EZ5396 EZ5396: Primary Azimuth Mark Grid Az EZ5396:SPC NC - CONTROL AZ MK 242 36 11.4 EZ5396:UTM 17 - CONTROL AZ MK 241 25 43.1 EZ5396 EZ5396|---------------------------------------------------------------------| EZ5396| PID Reference Object Distance Geod. Az | EZ5396| dddmmss.s | EZ5396| EZ5360 AERO 459.032 METERS 0111744.0 | EZ5396| EZ6128 CONTROL RM 1 22.202 METERS 08146 | EZ5396| EZ5409 JOHN LAWRENCE MONUMENT 7301 394.426 METERS 08400 | EZ5396| EZ5112 ASBURY TV WNAO RAD WKIX MAST APPROX.10.5 KM 1571936.6 | EZ5396| EZ5417 CARY RADIO WPTF TALLEST MAST APPROX. 9.7 KM 1672826.0 | EZ5396| EZ5418 CARY TAYLOR BISCUIT CO TANK APPROX. 9.8 KM 1735152.1 | EZ5396| EZ6129 CONTROL RM 2 21.960 METERS 17509 | EZ5396| EZ5416 CARY MUNICIPAL TANK APPROX.10.3 KM 1781718.6 | EZ5396| EZ0937 CONTROL AZ MK APPROX. 0.9 KM 2424340.8 | EZ5396| EZ5397 RUNWAY 243.560 METERS 24244 | EZ5396|---------------------------------------------------------------------| EZ5396 EZ5396 SUPERSEDED SURVEY CONTROL EZ5396 EZ5396 NAD 27 - 35 52 43.25782(N) 078 47 02.27980(W) AD( ) 2 EZ5396 NGVD 29 (07/19/86) 134.9 (m) 443. (f) VERT ANG EZ5396 EZ5396.Superseded values are not recommended for survey control. EZ5396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5396.See file dsdata.txt to determine how the superseded data were derived. EZ5396 EZ5396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0007172777(NAD 83) EZ5396_MARKER: DS = TRIANGULATION STATION DISK EZ5396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5396_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ5396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5396+STABILITY: SURFACE MOTION EZ5396 EZ5396 HISTORY - Date Condition Report By EZ5396 HISTORY - 1957 MONUMENTED CGS EZ5396 HISTORY - 1958 GOOD CGS EZ5396 HISTORY - 1961 GOOD CGS EZ5396 HISTORY - 1961 GOOD NCGS EZ5396 HISTORY - 1963 GOOD CGS EZ5396 HISTORY - 1973 GOOD NCGS EZ5396 HISTORY - 20040823 SEE DESCRIPTION NCGS EZ5396 EZ5396 STATION DESCRIPTION EZ5396 EZ5396'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE) EZ5396'THE STATION IS LOCATED AT THE CONTROL TOWER ON THE RALEIGH-DURHAM EZ5396'AIRPORT, ABOUT 10 MILES SOUTHEAST OF DURHAM, ABOUT 10-1/2 EZ5396'MILES NORTHWEST OF RALEIGH AND ABOUT 6 MILES NORTH OF CARY. IT EZ5396'IS 20 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE CONTROL EZ5396'TOWER AND 19 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE EZ5396'CONTROL TOWER. THE MARK IS SET FLUSH WITH THE SURFACE OF THE EZ5396'GROUND AND THE DISK IS STAMPED CONTROL 1957. EZ5396' EZ5396'REFERENCE MARK NO. 1 IS 32 FEET EAST OF THE SOUTHEAST EZ5396'CORNER OF OFFICE BUILDING. THE MARK IS SET IN A DRILL HOLE IN EZ5396'THE CONCRETE STEP OF SMALL WHITE BUILDING. THE MARK IS SET EZ5396'FLUSH WITH THE SURFACE OF THE STEP AND THE DISK IS STAMPED EZ5396'CONTROL NO 1 1957. EZ5396' EZ5396'REFERENCE MARK NO. 2 IS 89 FEET SOUTH-SOUTHWEST OF THE EZ5396'SOUTHEAST CORNER OF OFFICE BUILDING AND 7 FEET NORTH OF A WHITE EZ5396'SIGN POST. THE MARK IS SET FLUSH WITH SURFACE OF THE GROUND EZ5396'AND THE DISK IS STAMPED CONTROL NO 2 1957. EZ5396' EZ5396'AZIMUTH MARK IS 46 FEET SOUTHEAST OF THE APPROXIMATE CENTER EZ5396'OF ROAD, 29 FEET NORTHWEST OF THE SOUTHWEST CORNER OF SMALL EZ5396'WHITE BUILDING AND 1-1/2 FEET EAST-NORTHEAST OF WITNESS EZ5396'POST. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED EZ5396'CONTROL 1957. EZ5396' EZ5396'TO REACH FROM THE RAILROAD STATION IN MORRISVILLE. GO NORTHWEST ON EZ5396'STATE HIGHWAY 54 FOR 1.15 MILES TO SIDE ROAD RIGHT AT GULF EZ5396'SERVICE STATION, TURN RIGHT AND GO NORTHERLY ON GRAVEL ROAD EZ5396'FOR 3.3 MILES TO A T-INTERSECTION, TURN RIGHT AND GO EASTERLY EZ5396'ON HARD SURFACED ROAD FOR 1.6 MILES TO A T-INTERSECTION, TURN EZ5396'LEFT AND GO FOR 0.3 MILE TO SIDE ROAD RIGHT, TURN RIGHT AND EZ5396'FOLLOW ROAD AROUND BUILDINGS FOR 0.2 MILE TO THE CONTROL TOWER EZ5396'AND STATION AS DESCRIBED. TO REACH THE AZIMUTH MARK FROM EZ5396'STATION, FOLLOW ROAD AROUND BUILDING FOR 0.2 MILE TO EZ5396'T-INTERSECTION, TURN LEFT AND GO SOUTH ON HARD SURFACED ROAD EZ5396'FOR 0.6 MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED. EZ5396' EZ5396'HEIGHT OF LIGHT ABOVE STATION MARK 14 METERS. EZ5396 EZ5396 STATION RECOVERY (1958) EZ5396 EZ5396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (LFV) EZ5396'STATION, AZIMUTH, AND REFERENCE MARKS RECOVERED IN GOOD EZ5396'CONDITION. ANGLES FROM AZIMUTH MARK TO REFERENCE AND DISTANCES EZ5396'TO REFERENCE MARKS CHECKED AND VERIFIED. DESCRIPTION ADEQUATE EZ5396'AND CORRECT EXCEPT FOR THE FOLLOWING CHANGES. EZ5396' EZ5396'STATION IS LOCATED ABOUT 0.3 MILE EAST OF RALEIGH-DURHAM EZ5396'AIRPORT TERMINAL, 21.7 FEET SOUTHWEST OF SOUTHEAST CORNER OF EZ5396'WHITE CEMENT BLOCK-BUILDING AND 19.0 FEET SOUTHEAST OF SOUTHWEST EZ5396'CORNER OF CEMENT BUILDING. CONTROL TOWER HAS BEEN DISMANTLED BUT EZ5396'CONCRETE FOUNDATION THAT SUPPORTED STEEL LEGS ARE STILL IN PLACE. EZ5396 EZ5396 STATION RECOVERY (1961) EZ5396 EZ5396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JVT) EZ5396'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH EZ5396'MARK WERE RECOVERED AS DESCRIBED IN 1957. EZ5396' EZ5396'THE CONTROL TOWER HAS BEEN MOVED FROM ITS ORIGINAL POSITION. EZ5396' EZ5396'THE DISTANCE FROM THE WEST ONE OF TWO WHITE BUILDINGS CHECKS EZ5396'DESCRIPTION AND THE DISTANCE TO RMS WAS VERIFIED. EZ5396' EZ5396'MARKS WERE FOUND IN GOOD CONDITION. EZ5396 EZ5396 STATION RECOVERY (1961) EZ5396 EZ5396'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ5396'STATION, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK IN GOOD EZ5396'CONDITION. DESCRIPTION SHOULD READ AT THE OLD CONTROL TOWER. EZ5396 EZ5396 STATION RECOVERY (1963) EZ5396 EZ5396'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FBM) EZ5396'THE ORIGINAL DESCRIPTION IS INADEQUATE, A NEW DESCRIPTION EZ5396'FOLLOWS--THIS STATION IS LOCATED AT THE RALEIGH-DURHAM AIRPORT, EZ5396'NEAR THE NORTH RAMP. IT IS 19.0 FT. S.E. OF THE S.E. CORNER OF EZ5396'A SMALL WHITE BUILDING, AND 20.5 FT. N.W. OF THE S.W. CORNER OF EZ5396'TAN, METAL SIDED BUILDING. THE AZIMUTH MARK AND REFERENCE MARK EZ5396'NO. 2 WERE RECOVERED AS DESCRIBED. EZ5396' EZ5396'REFERENCE MARK NO. 1 HAS BEEN DESTROYED. EZ5396 EZ5396 STATION RECOVERY (1973) EZ5396 EZ5396'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (ACD) EZ5396'CONTROL 1957 GOOD EZ5396' EZ5396'CONTROL 1957 AZ. MARK GOOD EZ5396 EZ5396 STATION RECOVERY (2004) EZ5396 EZ5396'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL) EZ5396'STATION WAS NOT FOUND. BELIEVED LOST. AREA IS NOW UNDER CONSTRUCTION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0937 *********************************************************************** EZ0937 DESIGNATION - CONTROL AZ MK EZ0937 PID - EZ0937 EZ0937 STATE/COUNTY- NC/WAKE EZ0937 USGS QUAD - CARY (1993) EZ0937 EZ0937 *CURRENT SURVEY CONTROL EZ0937 ___________________________________________________________________ EZ0937* NAD 83(1986)- 35 52 30.09369(N) 078 47 33.92542(W) ADJUSTED EZ0937* NAVD 88 - 123.999 (meters) 406.82 (feet) ADJUSTED EZ0937 ___________________________________________________________________ EZ0937 LAPLACE CORR- -5.96 (seconds) DEFLEC99 EZ0937 GEOID HEIGHT- -32.04 (meters) GEOID03 EZ0937 DYNAMIC HT - 123.895 (meters) 406.48 (feet) COMP EZ0937 MODELED GRAV- 979,790.5 (mgal) NAVD 88 EZ0937 EZ0937 HORZ ORDER - SECOND EZ0937 VERT ORDER - SECOND CLASS 0 EZ0937 EZ0937.This mark is at Durham Intl-Raleigh Airport (RDU) EZ0937 EZ0937.The North Carolina HARNS have been completed but, EZ0937.due to contractual restrictions, coordinates for these stations EZ0937.will NOT be published in the near future. In the interim, the EZ0937.published coordinates in North Carolina will not be EZ0937.consistent with the Continuously Operating Reference Stations EZ0937.(CORS). The HARN coordinates for these stations are available EZ0937.upon request. Contact Gary Thompson(919-733-3836). EZ0937. EZ0937.In addition, the published North Carolina positions EZ0937.(NAD 83 (1986)) are NOT consistent with those determined in EZ0937.adjacent state readjustments. The discontinuity between stations EZ0937.located in North Carolina and those in adjacent states EZ0937.which have been adjusted to the HARN may be as much as 5 EZ0937.decimeters. This will result in a significant loss of accuracy EZ0937.over lines crossing such state borders. EZ0937 EZ0937 EZ0937.The horizontal coordinates were established by classical geodetic methods EZ0937.and adjusted by the National Geodetic Survey in July 1986. EZ0937 EZ0937.The orthometric height was determined by differential leveling EZ0937.and adjusted by the National Geodetic Survey in June 1991. EZ0937 EZ0937.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0937 EZ0937.The geoid height was determined by GEOID03. EZ0937 EZ0937.The dynamic height is computed by dividing the NAVD 88 EZ0937.geopotential number by the normal gravity value computed on the EZ0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0937.degrees latitude (g = 980.6199 gals.). EZ0937 EZ0937.The modeled gravity was interpolated from observed gravity values. EZ0937 EZ0937; North East Units Scale Factor Converg. EZ0937;SPC NC - 235,754.178 628,315.152 MT 0.99993164 +0 07 10.6 EZ0937;SPC NC - 773,470.17 2,061,397.29 sFT 0.99993164 +0 07 10.6 EZ0937;UTM 17 - 3,972,337.043 699,262.527 MT 1.00008928 +1 17 38.1 EZ0937 EZ0937! - Elev Factor x Scale Factor = Combined Factor EZ0937!SPC NC - 0.99998557 x 0.99993164 = 0.99991721 EZ0937!UTM 17 - 0.99998557 x 1.00008928 = 1.00007485 EZ0937 EZ0937: Primary Azimuth Mark Grid Az EZ0937:SPC NC - CONTROL 062 36 11.1 EZ0937:UTM 17 - CONTROL 061 25 43.6 EZ0937 EZ0937|---------------------------------------------------------------------| EZ0937| PID Reference Object Distance Geod. Az | EZ0937| dddmmss.s | EZ0937| EZ0938 NELLO APPROX. 0.9 KM 0464627.8 | EZ0937| EZ5396 CONTROL APPROX. 0.9 KM 0624321.7 | EZ0937| EZ5447 TERESA 248.146 METERS 14607 | EZ0937|---------------------------------------------------------------------| EZ0937 EZ0937 SUPERSEDED SURVEY CONTROL EZ0937 EZ0937 NAD 27 - 35 52 29.56779(N) 078 47 34.90433(W) AD( ) 2 EZ0937 NGVD 29 (??/??/92) 124.255 (m) 407.66 (f) ADJ UNCH 2 0 EZ0937 EZ0937.Superseded values are not recommended for survey control. EZ0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0937.See file dsdata.txt to determine how the superseded data were derived. EZ0937 EZ0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9926372337(NAD 83) EZ0937_MARKER: DS = TRIANGULATION STATION DISK EZ0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0937_STAMPING: CONTROL AZ EZ0937_MARK LOGO: CGS EZ0937_MAGNETIC: N = NO MAGNETIC MATERIAL EZ0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0937+STABILITY: SURFACE MOTION EZ0937_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ0937+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2004 EZ0937 EZ0937 HISTORY - Date Condition Report By EZ0937 HISTORY - 1961 MONUMENTED NCGS EZ0937 HISTORY - 1973 GOOD NGS EZ0937 HISTORY - 20040823 SEE DESCRIPTION NCGS EZ0937 EZ0937 STATION DESCRIPTION EZ0937 EZ0937'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 EZ0937'CONTROL AZ MK IS 46 FEET SOUTHEAST OF THE APPROXIMATE CENTER EZ0937'OF ROAD, 29 FEET NORTHWEST OF THE SOUTHWEST CORNER OF SMALL EZ0937'WHITE BUILDING AND 1-1/2 FEET EAST-NORTHEAST OF WITNESS EZ0937'POST. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED EZ0937'CONTROL 1957. EZ0937' EZ0937'TO REACH FROM THE RAILROAD STATION IN MORRISVILLE. GO NORTHWEST ON EZ0937'STATE HIGHWAY 54 FOR 1.15 MILES TO SIDE ROAD RIGHT AT GULF EZ0937'SERVICE STATION, TURN RIGHT AND GO NORTHERLY ON GRAVEL ROAD EZ0937'FOR 3.3 MILES TO A T-INTERSECTION, TURN RIGHT AND GO EASTERLY EZ0937'ON HARD SURFACED ROAD FOR 1.6 MILES TO A T-INTERSECTION, TURN EZ0937'LEFT AND GO FOR 0.3 MILE TO SIDE ROAD RIGHT, TURN RIGHT AND EZ0937'FOLLOW ROAD AROUND BUILDINGS FOR 0.2 MILE TO THE CONTROL TOWER EZ0937'AND STATION CONTROL. TO REACH THE AZIMUTH MARK FROM EZ0937'STATION CONTROL, FOLLOW ROAD AROUND BUILDING FOR 0.2 MILE TO EZ0937'T-INTERSECTION, TURN LEFT AND GO SOUTH ON HARD SURFACED ROAD EZ0937'FOR 0.6 MILE TO AZIMUTH MARK ON LEFT AS DESCRIBED. EZ0937 EZ0937 STATION RECOVERY (1973) EZ0937 EZ0937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 EZ0937'4 MI NNE FROM MORRISVILLE. EZ0937'CONTROL AZIMUTH IS LOCATED AT THE RALEIGH-DURHAM AIRPORT, EZ0937'APPROXIMATELY 11.0 MILES NW OF RALEIGH. TO REACH STATION FROM EZ0937'INTERSECTION OF U.S. 70 AND SR 1002 (RDU AIRPORT ROAD) PROCEED EZ0937'SW ALONG SR 1002 FOR 2.4 MILES TO STATION ON LEFT, 0.1 MILES SW EZ0937'OF INTERSECTION WITH ENTRANCE ROAD TO TERMINAL, DUE SOUTH AND EZ0937'ACROSS ROAD FOR A WATER TANK, 46.2 FT SE OF C/L OF SR 1002, 55.7 EZ0937'FT NE OF C/L ENTRANCE ROAD SOUTH TO CIVIL AIR PATROL, 91.6 FT EZ0937'N OF NE CORNER FENCE POST OF METAL SECURITY FENCE FOR PARKING LOT, EZ0937'AND 36.1 FT SW OF CENTER OF 6 IN CAPPED PIPE PROJECTING 6 INCHES. EZ0937'DISK IS SET IN CONCRETE CYLINDER PROJECTING 3 INCHES ABOVE THE EZ0937'SURFACE OF THE GROUND. EZ0937 EZ0937 STATION RECOVERY (2004) EZ0937 EZ0937'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL) EZ0937'STATION IS DESTROYED. DISK NOT FOUND. RTK POSITION FALLS INSIDE NEW EZ0937'PARKING DECK FOR TERMINAL C. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1047 *********************************************************************** EZ1047 DESIGNATION - CORNER EZ1047 PID - EZ1047 EZ1047 STATE/COUNTY- NC/WAKE EZ1047 USGS QUAD - APEX (1993) EZ1047 EZ1047 *CURRENT SURVEY CONTROL EZ1047 ___________________________________________________________________ EZ1047* NAD 83(1986)- 35 37 30.74281(N) 078 49 13.77677(W) ADJUSTED EZ1047* NAVD 88 - 134.543 (meters) 441.41 (feet) ADJUSTED EZ1047 ___________________________________________________________________ EZ1047 LAPLACE CORR- -5.23 (seconds) DEFLEC99 EZ1047 GEOID HEIGHT- -32.55 (meters) GEOID03 EZ1047 DYNAMIC HT - 134.425 (meters) 441.03 (feet) COMP EZ1047 MODELED GRAV- 979,749.3 (mgal) NAVD 88 EZ1047 EZ1047 HORZ ORDER - SECOND EZ1047 VERT ORDER - SECOND CLASS 0 EZ1047 EZ1047.The North Carolina HARNS have been completed but, EZ1047.due to contractual restrictions, coordinates for these stations EZ1047.will NOT be published in the near future. In the interim, the EZ1047.published coordinates in North Carolina will not be EZ1047.consistent with the Continuously Operating Reference Stations EZ1047.(CORS). The HARN coordinates for these stations are available EZ1047.upon request. Contact Gary Thompson(919-733-3836). EZ1047. EZ1047.In addition, the published North Carolina positions EZ1047.(NAD 83 (1986)) are NOT consistent with those determined in EZ1047.adjacent state readjustments. The discontinuity between stations EZ1047.located in North Carolina and those in adjacent states EZ1047.which have been adjusted to the HARN may be as much as 5 EZ1047.decimeters. This will result in a significant loss of accuracy EZ1047.over lines crossing such state borders. EZ1047 EZ1047 EZ1047.The horizontal coordinates were established by classical geodetic methods EZ1047.and adjusted by the National Geodetic Survey in July 1986. EZ1047 EZ1047.The orthometric height was determined by differential leveling EZ1047.and adjusted by the National Geodetic Survey in June 1991. EZ1047 EZ1047.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1047 EZ1047.The geoid height was determined by GEOID03. EZ1047 EZ1047.The dynamic height is computed by dividing the NAVD 88 EZ1047.geopotential number by the normal gravity value computed on the EZ1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1047.degrees latitude (g = 980.6199 gals.). EZ1047 EZ1047.The modeled gravity was interpolated from observed gravity values. EZ1047 EZ1047; North East Units Scale Factor Converg. EZ1047;SPC NC - 208,033.220 625,860.683 MT 0.99989377 +0 06 13.0 EZ1047;SPC NC - 682,522.32 2,053,344.59 sFT 0.99989377 +0 06 13.0 EZ1047;UTM 17 - 3,944,566.918 697,374.418 MT 1.00008008 +1 16 11.7 EZ1047 EZ1047! - Elev Factor x Scale Factor = Combined Factor EZ1047!SPC NC - 0.99998399 x 0.99989377 = 0.99987776 EZ1047!UTM 17 - 0.99998399 x 1.00008008 = 1.00006407 EZ1047 EZ1047: Primary Azimuth Mark Grid Az EZ1047:SPC NC - WOODS 322 50 05.0 EZ1047:UTM 17 - WOODS 321 40 06.3 EZ1047 EZ1047|---------------------------------------------------------------------| EZ1047| PID Reference Object Distance Geod. Az | EZ1047| dddmmss.s | EZ1047| EZ1048 WOODS APPROX. 0.8 KM 3225618.0 | EZ1047|---------------------------------------------------------------------| EZ1047 EZ1047 SUPERSEDED SURVEY CONTROL EZ1047 EZ1047 NAD 27 - 35 37 30.18923(N) 078 49 14.73844(W) AD( ) 2 EZ1047 NGVD 29 (??/??/92) 134.804 (m) 442.27 (f) ADJ UNCH 2 0 EZ1047 EZ1047.Superseded values are not recommended for survey control. EZ1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1047.See file dsdata.txt to determine how the superseded data were derived. EZ1047 EZ1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9737444567(NAD 83) EZ1047_MARKER: DE = TRAVERSE STATION DISK EZ1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1047_STAMPING: CORNER 1967 EZ1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1047+STABILITY: SURFACE MOTION EZ1047 EZ1047 HISTORY - Date Condition Report By EZ1047 HISTORY - 1967 MONUMENTED NCGS EZ1047 HISTORY - 1973 GOOD NCGS EZ1047 HISTORY - 1982 MARK NOT FOUND LOCENG EZ1047 EZ1047 STATION DESCRIPTION EZ1047 EZ1047'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1047'CORNER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ1047'THE VICINITY OF APEX, NORTH CAROLINA. EZ1047' EZ1047'CORNER IS LOCATED APPROXIMATELY 2.0 MILES SOUTHEAST OF HOLLY EZ1047'SPRINGS. TO REACH STATION PROCEED FROM THE INTERSECTION OF NC EZ1047'55 WITH U.S. 401 IN FUQUAY-VARINA, GO NORTH ON NC 55 FOR 2.8 EZ1047'MILES TO STATION. WHICH IS ON THE WEST SHOULDER OF NC 55, AT EZ1047'NORTH SIDE OF FARM ROAD, IN LINE WITH A CORNER FENCE POST WITH EZ1047'NC 55 AND 0.2 MILES SOUTH OF INTERSECTION OF SR 1396 AND NC 55. EZ1047' EZ1047'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1047'CORNER 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1047'WHICH IS 5 INCHES BELOW THE SURFACE OF THE GROUND. EZ1047' EZ1047'MARK IS EZ1047' EZ1047'13.5 FT WSW OF C/L OF NC 55 EZ1047' EZ1047'33.5 FT NE OF TP WITH TELEPHONE PEDESTAL ON W BANK OF NC 55, EZ1047'AND WITH ALUMINUM REF. TAG EZ1047' EZ1047'40.6 FT NE OF 24 INCH PINE WITH ALUMINUM REF. TAG ON W SIDE OF EZ1047'NC 55 EZ1047' EZ1047'20.2 FT ENE OF CORNER FENCE POST ON W SIDE OF NC 55, AND WITH EZ1047'ALUMINUM REF. TAG EZ1047' EZ1047'11.8 FT NW OF C/L OF FARM ROAD EZ1047 EZ1047 STATION RECOVERY (1973) EZ1047 EZ1047'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1047'2 MI SSE FROM HOLLY SPRINGS. EZ1047'CORNER IS LOCATED APPROXIMATELY 14.9 MILES SW OF CAPITOL SQUARE EZ1047'IN RALEIGH. TO REACH STATION FROM INTERSECTION OF U.S. 401 AND EZ1047'NC 55 IN FUQUAY-VARINA, PROCEED NW ALONG NC 55 FOR 2.8 MILES EZ1047'TO STATION ON LEFT ON SW SHOULDER, 0.2 MILES SE OF INTERSECTION EZ1047'WITH SR 1396, 2.15 MILES S OF INTERSECTION OF NC 55 AND SR 1152 EZ1047'IN HOLLY SPRINGS, 13.5 FT WSW OF C/L OF U.S. 55, 11.8 FT NW OF C/L EZ1047'OF FARM ROAD, 20.2 FT ENE OF CORNER FENCE POST W/ALUMINUM REF. EZ1047'TAG, 33.5 FT NE OF TP W/PEDESTAL AND ALUMINUM REF. TAG, AND 40.6 EZ1047'FT NE OF 24 IN PINE W/ALUMINUM REF. TAG. DISK IS SET IN CONCRETE EZ1047'CYLINDER 5 INCHES BELOW THE SURFACE OF THE GROUND. EZ1047 EZ1047 STATION RECOVERY (1982) EZ1047 EZ1047'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (PS) EZ1047'THE STATION WAS SEARCHED FOR BUT NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7486 *********************************************************************** AE7486 DESIGNATION - CORNING AE7486 PID - AE7486 AE7486 STATE/COUNTY- NC/WAKE AE7486 USGS QUAD - RALEIGH EAST (1993) AE7486 AE7486 *CURRENT SURVEY CONTROL AE7486 ___________________________________________________________________ AE7486* NAD 83(1986)- 35 50 04.81326(N) 078 36 19.66607(W) ADJUSTED AE7486* NAVD 88 - 89.001 (meters) 292.00 (feet) ADJUSTED AE7486 ___________________________________________________________________ AE7486 LAPLACE CORR- -7.55 (seconds) DEFLEC99 AE7486 GEOID HEIGHT- -32.92 (meters) GEOID03 AE7486 DYNAMIC HT - 88.924 (meters) 291.74 (feet) COMP AE7486 MODELED GRAV- 979,774.8 (mgal) NAVD 88 AE7486 AE7486 HORZ ORDER - SECOND AE7486 VERT ORDER - SECOND CLASS II AE7486 AE7486.The North Carolina HARNS have been completed but, AE7486.due to contractual restrictions, coordinates for these stations AE7486.will NOT be published in the near future. In the interim, the AE7486.published coordinates in North Carolina will not be AE7486.consistent with the Continuously Operating Reference Stations AE7486.(CORS). The HARN coordinates for these stations are available AE7486.upon request. Contact Gary Thompson(919-733-3836). AE7486. AE7486.In addition, the published North Carolina positions AE7486.(NAD 83 (1986)) are NOT consistent with those determined in AE7486.adjacent state readjustments. The discontinuity between stations AE7486.located in North Carolina and those in adjacent states AE7486.which have been adjusted to the HARN may be as much as 5 AE7486.decimeters. This will result in a significant loss of accuracy AE7486.over lines crossing such state borders. AE7486 AE7486 AE7486.The horizontal coordinates were established by classical geodetic methods AE7486.and adjusted by the National Geodetic Survey in February 1998. AE7486 AE7486.The orthometric height was determined by differential leveling AE7486.and adjusted by the National Geodetic Survey in September 1998. AE7486 AE7486.The Laplace correction was computed from DEFLEC99 derived deflections. AE7486 AE7486.The geoid height was determined by GEOID03. AE7486 AE7486.The dynamic height is computed by dividing the NAVD 88 AE7486.geopotential number by the normal gravity value computed on the AE7486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7486.degrees latitude (g = 980.6199 gals.). AE7486 AE7486.The modeled gravity was interpolated from observed gravity values. AE7486 AE7486; North East Units Scale Factor Converg. AE7486;SPC NC - 231,328.081 645,245.456 MT 0.99992423 +0 13 39.8 AE7486;SPC NC - 758,948.88 2,116,942.80 sFT 0.99992423 +0 13 39.8 AE7486;UTM 17 - 3,968,258.077 716,283.477 MT 1.00017645 +1 24 08.7 AE7486 AE7486! - Elev Factor x Scale Factor = Combined Factor AE7486!SPC NC - 0.99999120 x 0.99992423 = 0.99991543 AE7486!UTM 17 - 0.99999120 x 1.00017645 = 1.00016765 AE7486 AE7486 SUPERSEDED SURVEY CONTROL AE7486 AE7486 NGVD 29 (02/27/98) 89.28 (m) 292.9 (f) LEVELING 3 AE7486 AE7486.Superseded values are not recommended for survey control. AE7486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7486.See file dsdata.txt to determine how the superseded data were derived. AE7486 AE7486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1628368258(NAD 83) AE7486_MARKER: DH = HORIZONTAL CONTROL DISK AE7486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7486_STAMPING: CORNING 1987 AE7486_MARK LOGO: NCGS AE7486_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7486+STABILITY: SURFACE MOTION AE7486 AE7486 HISTORY - Date Condition Report By AE7486 HISTORY - 1987 MONUMENTED NCGS AE7486 HISTORY - 19870101 GOOD NCGS AE7486 AE7486 STATION DESCRIPTION AE7486 AE7486'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7486'STATION IS LOCATED ABOUT 6.6 KM (4.10 MI) NORTH-NORTHEAST OF CAPITAL AE7486'SQUARE IN RALEIGH. ALONG NEW HOPE CHURCH ROAD FOR 0.3 KM (0.20 MI) AE7486'WEST FROM ATLANTIC AVENUE, TO A RAILROAD CROSSING, IN THE SOUTHEAST AE7486'QUADRANT. MARK IS RECESSED 3 CM BELOW GROUND AND IS 1 FOOT (0.3 M) AE7486'LOWER THAN THE ROAD. LOCATED 9.9 M (32.5 FT) SOUTH OF THE CENTERLINE AE7486'OF THE ROAD, 32.9 M (107.9 FT) EAST OF THE EAST RAIL, 41.4 M (135.8 AE7486'FT) NORTHWEST OF THE SOUTH END OF A CULVERT, 18.8 M (61.7 FT) AE7486'EAST-SOUTHEAST OF A MANHOLE COVER WITH A GAS SIGN--AND 36.9 M (121.1 AE7486'FT) WEST-NORTHWEST OF A POWER POLE, 9.2 M (30.2 FT) NORTH-NORTHEAST OF AE7486'A 24-INCH PINE--BOTH WITH REFERENCE TAGS. AE7486 AE7486 STATION RECOVERY (1987) AE7486 AE7486'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7486'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7311 *********************************************************************** AE7311 DESIGNATION - CORRAL AE7311 PID - AE7311 AE7311 STATE/COUNTY- NC/WAKE AE7311 USGS QUAD - RALEIGH WEST (1988) AE7311 AE7311 *CURRENT SURVEY CONTROL AE7311 ___________________________________________________________________ AE7311* NAD 83(1986)- 35 51 09.73358(N) 078 41 50.14394(W) ADJUSTED AE7311* NAVD 88 - 119.4 (meters) 392. (feet) VERTCON AE7311 ___________________________________________________________________ AE7311 LAPLACE CORR- -7.04 (seconds) DEFLEC99 AE7311 GEOID HEIGHT- -32.49 (meters) GEOID03 AE7311 AE7311 HORZ ORDER - SECOND AE7311 AE7311.The North Carolina HARNS have been completed but, AE7311.due to contractual restrictions, coordinates for these stations AE7311.will NOT be published in the near future. In the interim, the AE7311.published coordinates in North Carolina will not be AE7311.consistent with the Continuously Operating Reference Stations AE7311.(CORS). The HARN coordinates for these stations are available AE7311.upon request. Contact Gary Thompson(919-733-3836). AE7311. AE7311.In addition, the published North Carolina positions AE7311.(NAD 83 (1986)) are NOT consistent with those determined in AE7311.adjacent state readjustments. The discontinuity between stations AE7311.located in North Carolina and those in adjacent states AE7311.which have been adjusted to the HARN may be as much as 5 AE7311.decimeters. This will result in a significant loss of accuracy AE7311.over lines crossing such state borders. AE7311 AE7311 AE7311.The horizontal coordinates were established by classical geodetic methods AE7311.and adjusted by the National Geodetic Survey in March 1998. AE7311 AE7311.The NAVD 88 height was computed by applying the VERTCON shift value to AE7311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7311 AE7311.The Laplace correction was computed from DEFLEC99 derived deflections. AE7311 AE7311.The geoid height was determined by GEOID03. AE7311 AE7311; North East Units Scale Factor Converg. AE7311;SPC NC - 233,299.715 636,945.819 MT 0.99992748 +0 10 29.0 AE7311;SPC NC - 765,417.48 2,089,713.07 sFT 0.99992748 +0 10 29.0 AE7311;UTM 17 - 3,970,059.573 707,943.261 MT 1.00013285 +1 20 57.1 AE7311 AE7311! - Elev Factor x Scale Factor = Combined Factor AE7311!SPC NC - 0.99998636 x 0.99992748 = 0.99991384 AE7311!UTM 17 - 0.99998636 x 1.00013285 = 1.00011921 AE7311 AE7311 SUPERSEDED SURVEY CONTROL AE7311 AE7311 NGVD 29 (03/10/98) 119.7 (m) 393. (f) VERT ANG AE7311 AE7311.Superseded values are not recommended for survey control. AE7311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7311.See file dsdata.txt to determine how the superseded data were derived. AE7311 AE7311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0794370060(NAD 83) AE7311_MARKER: DH = HORIZONTAL CONTROL DISK AE7311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7311_STAMPING: CORRAL 1986 AE7311_MARK LOGO: NCGS AE7311_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7311+STABILITY: SURFACE MOTION AE7311 AE7311 HISTORY - Date Condition Report By AE7311 HISTORY - 1986 MONUMENTED NCGS AE7311 AE7311 STATION DESCRIPTION AE7311 AE7311'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7311'STATION IS LOCATED ABOUT 9.5 KM (5.90 MI) NORTH-NORTHWEST OF CAPITOL AE7311'SQUARE, IN NORTHWEST RALEIGH. ALONG US 70 FOR 3.2 KM (2.00 MI) AE7311'NORTHWEST FROM THE CLIFF BENSON BELTLINE, OR 93 M (305.1 FT) NORTHWEST AE7311'OF REMBERT DRIVE, DIRECTLY UNDER A TRANSMISSION LINE CROSSING, IN A AE7311'TRAFFIC ISLAND AT THE EXIT FROM THE GOLDEN CORRAL STEAK HOUSE. MARK IS AE7311'FLUSH WITH GROUND AND LEVEL WITH HIGHWAY. LOCATED 8.1 M (26.6 FT) AE7311'NORTHEAST OF THE CENTER OF THE WEST BOUND LANE, 0.3 METER (1.0 FT) AE7311'NORTH OF THE CURB, 26 M (85.3 FT) SOUTHWEST OF THE SOUTHWEST WALL OF AE7311'THE RESTAURANT, 33.5 M (109.9 FT) WEST-NORTHWEST OF A RESTAURANT SIGN AE7311'POLE, 29.0 M (95.1 FT) SOUTH-SOUTHEAST OF A TELEPHONE PEDESTAL (5814) AE7311', 10.7 M (35.1 FT) SOUTH OF A MANHOLE COVER, AND 13.7 M (44.9 FT) AE7311'SOUTHEAST OF A STREET LAMP POLE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0986 *********************************************************************** EZ0986 DESIGNATION - COUNTRY EZ0986 PID - EZ0986 EZ0986 STATE/COUNTY- NC/WAKE EZ0986 USGS QUAD - BAYLEAF (1987) EZ0986 EZ0986 *CURRENT SURVEY CONTROL EZ0986 ___________________________________________________________________ EZ0986* NAD 83(1986)- 35 54 10.49910(N) 078 40 52.45424(W) ADJUSTED EZ0986* NAVD 88 - 147.174 (meters) 482.85 (feet) ADJUSTED EZ0986 ___________________________________________________________________ EZ0986 LAPLACE CORR- -6.92 (seconds) DEFLEC99 EZ0986 GEOID HEIGHT- -32.42 (meters) GEOID03 EZ0986 DYNAMIC HT - 147.049 (meters) 482.44 (feet) COMP EZ0986 MODELED GRAV- 979,780.2 (mgal) NAVD 88 EZ0986 EZ0986 HORZ ORDER - SECOND EZ0986 VERT ORDER - SECOND CLASS 0 EZ0986 EZ0986.The North Carolina HARNS have been completed but, EZ0986.due to contractual restrictions, coordinates for these stations EZ0986.will NOT be published in the near future. In the interim, the EZ0986.published coordinates in North Carolina will not be EZ0986.consistent with the Continuously Operating Reference Stations EZ0986.(CORS). The HARN coordinates for these stations are available EZ0986.upon request. Contact Gary Thompson(919-733-3836). EZ0986. EZ0986.In addition, the published North Carolina positions EZ0986.(NAD 83 (1986)) are NOT consistent with those determined in EZ0986.adjacent state readjustments. The discontinuity between stations EZ0986.located in North Carolina and those in adjacent states EZ0986.which have been adjusted to the HARN may be as much as 5 EZ0986.decimeters. This will result in a significant loss of accuracy EZ0986.over lines crossing such state borders. EZ0986 EZ0986 EZ0986.The horizontal coordinates were established by classical geodetic methods EZ0986.and adjusted by the National Geodetic Survey in July 1986. EZ0986 EZ0986.The orthometric height was determined by differential leveling EZ0986.and adjusted by the National Geodetic Survey in June 1991. EZ0986 EZ0986.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0986 EZ0986.The geoid height was determined by GEOID03. EZ0986 EZ0986.The dynamic height is computed by dividing the NAVD 88 EZ0986.geopotential number by the normal gravity value computed on the EZ0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0986.degrees latitude (g = 980.6199 gals.). EZ0986 EZ0986.The modeled gravity was interpolated from observed gravity values. EZ0986 EZ0986; North East Units Scale Factor Converg. EZ0986;SPC NC - 238,875.271 638,375.366 MT 0.99993705 +0 11 02.3 EZ0986;SPC NC - 783,709.95 2,094,403.18 sFT 0.99993705 +0 11 02.3 EZ0986;UTM 17 - 3,975,664.422 709,258.406 MT 1.00013960 +1 21 36.9 EZ0986 EZ0986! - Elev Factor x Scale Factor = Combined Factor EZ0986!SPC NC - 0.99998199 x 0.99993705 = 0.99991904 EZ0986!UTM 17 - 0.99998199 x 1.00013960 = 1.00012159 EZ0986 EZ0986: Primary Azimuth Mark Grid Az EZ0986:SPC NC - DAVIS 173 38 54.0 EZ0986:UTM 17 - DAVIS 172 28 19.4 EZ0986 EZ0986|---------------------------------------------------------------------| EZ0986| PID Reference Object Distance Geod. Az | EZ0986| dddmmss.s | EZ0986| EZ0979 DAVIS 496.921 METERS 1734956.3 | EZ0986| EZ0987 WILD 430.224 METERS 3554134.8 | EZ0986|---------------------------------------------------------------------| EZ0986 EZ0986 SUPERSEDED SURVEY CONTROL EZ0986 EZ0986 NAD 27 - 35 54 09.97110(N) 078 40 53.43975(W) AD( ) 2 EZ0986 NGVD 29 (??/??/92) 147.449 (m) 483.76 (f) ADJ UNCH 2 0 EZ0986 EZ0986.Superseded values are not recommended for survey control. EZ0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0986.See file dsdata.txt to determine how the superseded data were derived. EZ0986 EZ0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0925875664(NAD 83) EZ0986_MARKER: DE = TRAVERSE STATION DISK EZ0986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0986_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0986_STAMPING: COUNTRY 1970 EZ0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0986+STABILITY: SURFACE MOTION EZ0986 EZ0986 HISTORY - Date Condition Report By EZ0986 HISTORY - 1970 MONUMENTED NCGS EZ0986 HISTORY - 1973 GOOD NCGS EZ0986 EZ0986 STATION DESCRIPTION EZ0986 EZ0986'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ0986'COUNTRY IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0986'VICINITY OF NORTHWEST WAKE COUNTY. EZ0986' EZ0986'COUNTRY IS LOCATED APPROXIMATELY 2.5 MILES EAST OF LEESVILLE AND EZ0986'3.7 MILES SSW OF BAYLEAF. TO REACH STATION PROCEED FROM THE EZ0986'INTERSECTION OF NC 50 AND NC 98, GO SOUTH ON NC 50 FOR 5.6 MILES TO EZ0986'INTERSECTION OF NC 50 AND SR 1831, CONTINUE SOUTH ON NC 50 FOR EZ0986'0.25 MILE TO STATION ON RIGHT, NEAR TREE LINE, AND 0.1 MILE NORTH EZ0986'OF INTERSECTION OF NC 50 AND SR 1829. EZ0986' EZ0986'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ0986'COUNTRY 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ0986'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0986' EZ0986'MARK IS-- EZ0986'28.2 FEET W OF C/L OF NC 50. EZ0986'126.5 FEET NW OF ALUMINUM REF. TAG ON PP. EZ0986'26.4 FEET NNE OF ALUMINUM REF. TAG ON 16 INCH SHORTLEAF PINE. EZ0986'11.5 FEET ENE OF ALUMINUM REF. TAG ON 4 INCH MAPLE TREE. EZ0986'23.9 FEET SSE OF ALUMINUM REF. TAG ON 12 INCH MAPLE TREE. EZ0986 EZ0986 STATION RECOVERY (1973) EZ0986 EZ0986'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0986'4.7 MI NW FROM MILLBROOK. EZ0986'COUNTRY IS LOCATED APPROXIMATELY 8.8 MILES NNW OF CAPITOL SQUARE EZ0986'IN RALEIGH. TO REACH STATION FROM INTERSECTION OF U.S. 70 AND EZ0986'NC 50 AT CRABTREE MALL, PROCEED NORTH ALONG NC 50 FOR 4.25 MILES EZ0986'TO STATION ON LEFT NEAR A TREE LINE, APPROXIMATELY 300 FT NORTH EZ0986'OF INTERSECTION WITH SR 1829, 28.2 FT W OF C/L OF NC 50, 10.6 EZ0986'FT ENE OF 4 IN MAPLE W/ALUMINUM REF. TAG, 23.5 FT SSE OF 12 IN EZ0986'MAPLE W/ALUMINUM REF. TAG, 26.4 FT NNE OF 16 IN SHORTLEAF PINE EZ0986'W/ALUMINUM REF. TAG, AND 124.0 FT NW OF PP W/ALUMINUM REF. TAG. EZ0986'DISK IS SET IN CONCRETE CYLINDER 3 INCHES BELOW THE SURFACE OF THE EZ0986'GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2369 *********************************************************************** EZ2369 DESIGNATION - COW EZ2369 PID - EZ2369 EZ2369 STATE/COUNTY- NC/WAKE EZ2369 USGS QUAD - KNIGHTDALE (1993) EZ2369 EZ2369 *CURRENT SURVEY CONTROL EZ2369 ___________________________________________________________________ EZ2369* NAD 83(1986)- 35 47 45.90293(N) 078 28 27.15477(W) ADJUSTED EZ2369* NAVD 88 - 108.413 (meters) 355.69 (feet) ADJUSTED EZ2369 ___________________________________________________________________ EZ2369 LAPLACE CORR- -6.37 (seconds) DEFLEC99 EZ2369 GEOID HEIGHT- -33.60 (meters) GEOID03 EZ2369 DYNAMIC HT - 108.318 (meters) 355.37 (feet) COMP EZ2369 MODELED GRAV- 979,751.3 (mgal) NAVD 88 EZ2369 EZ2369 HORZ ORDER - SECOND EZ2369 VERT ORDER - SECOND CLASS II EZ2369 EZ2369.The North Carolina HARNS have been completed but, EZ2369.due to contractual restrictions, coordinates for these stations EZ2369.will NOT be published in the near future. In the interim, the EZ2369.published coordinates in North Carolina will not be EZ2369.consistent with the Continuously Operating Reference Stations EZ2369.(CORS). The HARN coordinates for these stations are available EZ2369.upon request. Contact Gary Thompson(919-733-3836). EZ2369. EZ2369.In addition, the published North Carolina positions EZ2369.(NAD 83 (1986)) are NOT consistent with those determined in EZ2369.adjacent state readjustments. The discontinuity between stations EZ2369.located in North Carolina and those in adjacent states EZ2369.which have been adjusted to the HARN may be as much as 5 EZ2369.decimeters. This will result in a significant loss of accuracy EZ2369.over lines crossing such state borders. EZ2369 EZ2369 EZ2369.The horizontal coordinates were established by classical geodetic methods EZ2369.and adjusted by the National Geodetic Survey in July 1986. EZ2369 EZ2369.The orthometric height was determined by differential leveling EZ2369.and adjusted by the National Geodetic Survey in June 1991. EZ2369 EZ2369.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2369 EZ2369.The geoid height was determined by GEOID03. EZ2369 EZ2369.The dynamic height is computed by dividing the NAVD 88 EZ2369.geopotential number by the normal gravity value computed on the EZ2369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2369.degrees latitude (g = 980.6199 gals.). EZ2369 EZ2369.The modeled gravity was interpolated from observed gravity values. EZ2369 EZ2369; North East Units Scale Factor Converg. EZ2369;SPC NC - 227,102.093 657,126.023 MT 0.99991762 +0 18 12.5 EZ2369;SPC NC - 745,084.12 2,155,920.96 sFT 0.99991762 +0 18 12.5 EZ2369;UTM 17 - 3,964,275.375 728,251.625 MT 1.00024203 +1 28 40.7 EZ2369 EZ2369! - Elev Factor x Scale Factor = Combined Factor EZ2369!SPC NC - 0.99998826 x 0.99991762 = 0.99990588 EZ2369!UTM 17 - 0.99998826 x 1.00024203 = 1.00023028 EZ2369 EZ2369: Primary Azimuth Mark Grid Az EZ2369:SPC NC - KNIGHT 005 33 08.8 EZ2369:UTM 17 - KNIGHT 004 22 40.6 EZ2369 EZ2369|---------------------------------------------------------------------| EZ2369| PID Reference Object Distance Geod. Az | EZ2369| dddmmss.s | EZ2369| EZ4441 KNIGHT APPROX. 1.0 KM 0055121.3 | EZ2369| EZ4448 POPLAR 400.423 METERS 2002022.6 | EZ2369|---------------------------------------------------------------------| EZ2369 EZ2369 SUPERSEDED SURVEY CONTROL EZ2369 EZ2369 NAD 27 - 35 47 45.36185(N) 078 28 28.14500(W) AD( ) 2 EZ2369 NGVD 29 (??/??/92) 108.691 (m) 356.60 (f) ADJ UNCH 2 2 EZ2369 EZ2369.Superseded values are not recommended for survey control. EZ2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2369.See file dsdata.txt to determine how the superseded data were derived. EZ2369 EZ2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2825264275(NAD 83) EZ2369_MARKER: DE = TRAVERSE STATION DISK EZ2369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2369_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2369_STAMPING: COW 1965 EZ2369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2369+STABILITY: SURFACE MOTION EZ2369 EZ2369 HISTORY - Date Condition Report By EZ2369 HISTORY - 1965 MONUMENTED NCGS EZ2369 HISTORY - 1976 GOOD NCGS EZ2369 EZ2369 STATION DESCRIPTION EZ2369 EZ2369'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ2369'COW IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ2369'THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ2369' EZ2369'COW IS 9.45 MILES E OF RALEIGH. TO REACH STATION FROM EZ2369'INTERSECTION OF U.S. 64 AND SR 2049. GO S 0.2 MILES ALONG EZ2369'SR 2049 TO DIRT FARM ROAD ON LEFT (EAST) THROUGH BARNYARD INTO EZ2369'PASTURE. APPROXIMATELY 200 FT E OF BARN. NEAR SILO TRENCH. EZ2369'AND APPROXIMATELY 500 FT E OF SR 2049. EZ2369' EZ2369'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2369'COW 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2369'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2369' EZ2369'MARK IS EZ2369' EZ2369'2.0 FT N OF FENCE EZ2369' EZ2369'9.8 FT E OF FENCE POST WTH ALUMINUM REF. TAG EZ2369' EZ2369'9.3 FT NW OF FENCE POST WITH ALUMINUM REF. TAG EZ2369' EZ2369'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ2369 EZ2369 STATION RECOVERY (1976) EZ2369 EZ2369'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2369'IN KNIGHTDALE. EZ2369'STATION IS LOCATED IN A PASTURE, APPROXIMATELY 1100 FEET SOUTH OF THE EZ2369'INTERSECTION OF US 64 AND SR 2049 (FIRST AVE.) AND ABOUT 400 FEET ESE EZ2369'OF CENTER LINE OF SR 2049. TO REACH STATION FROM INTERSECTION OF US EZ2369'64 AND SR 2049, PROCEED SOUTH ALONG SR 2049 FOR 0.2 MILE TO A DIRT EZ2369'FARM ROAD ON LEFT. THENCE EASTERLY ALONG FARM ROAD THROUGH BARNYARD EZ2369'AND APPROXIMATELY 200 FEET PAST BARN INTO PASTURE AND STATION NEAR A EZ2369'SILO TRENCH. 2.0 FT. N OF A FENCE, 9.8 FT. E OF A FENCE POST WITH EZ2369'ALUMINUM REF. TAG, 9.3 FT. NW OF A FENCE POST WITH ALUMINUM REF. TAG EZ2369'AND 208.5 FT. S OF SOUTH CORNER OF A TOBACCO BARN. DISK IS SET IN TOP EZ2369'OF CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6543 *********************************************************************** EZ6543 DESIGNATION - COWPER EZ6543 PID - EZ6543 EZ6543 STATE/COUNTY- NC/WAKE EZ6543 USGS QUAD - RALEIGH WEST (1988) EZ6543 EZ6543 *CURRENT SURVEY CONTROL EZ6543 ___________________________________________________________________ EZ6543* NAD 83(1986)- 35 48 39.45051(N) 078 39 00.48370(W) ADJUSTED EZ6543* NAVD 88 - 107.5 (meters) 353. (feet) VERTCON EZ6543 ___________________________________________________________________ EZ6543 LAPLACE CORR- -7.30 (seconds) DEFLEC99 EZ6543 GEOID HEIGHT- -32.79 (meters) GEOID03 EZ6543 EZ6543 HORZ ORDER - SECOND EZ6543 EZ6543.The North Carolina HARNS have been completed but, EZ6543.due to contractual restrictions, coordinates for these stations EZ6543.will NOT be published in the near future. In the interim, the EZ6543.published coordinates in North Carolina will not be EZ6543.consistent with the Continuously Operating Reference Stations EZ6543.(CORS). The HARN coordinates for these stations are available EZ6543.upon request. Contact Gary Thompson(919-733-3836). EZ6543. EZ6543.In addition, the published North Carolina positions EZ6543.(NAD 83 (1986)) are NOT consistent with those determined in EZ6543.adjacent state readjustments. The discontinuity between stations EZ6543.located in North Carolina and those in adjacent states EZ6543.which have been adjusted to the HARN may be as much as 5 EZ6543.decimeters. This will result in a significant loss of accuracy EZ6543.over lines crossing such state borders. EZ6543 EZ6543 EZ6543.The horizontal coordinates were established by classical geodetic methods EZ6543.and adjusted by the National Geodetic Survey in December 1992. EZ6543 EZ6543.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6543 EZ6543.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6543 EZ6543.The geoid height was determined by GEOID03. EZ6543 EZ6543; North East Units Scale Factor Converg. EZ6543;SPC NC - 228,682.202 641,218.919 MT 0.99992011 +0 12 07.0 EZ6543;SPC NC - 750,268.19 2,103,732.40 sFT 0.99992011 +0 12 07.0 EZ6543;UTM 17 - 3,965,529.582 712,311.033 MT 1.00015547 +1 22 31.6 EZ6543 EZ6543! - Elev Factor x Scale Factor = Combined Factor EZ6543!SPC NC - 0.99998827 x 0.99992011 = 0.99990838 EZ6543!UTM 17 - 0.99998827 x 1.00015547 = 1.00014374 EZ6543 EZ6543 SUPERSEDED SURVEY CONTROL EZ6543 EZ6543 NGVD 29 (12/28/92) 107.8 (m) 354. (f) VERT ANG EZ6543 EZ6543.Superseded values are not recommended for survey control. EZ6543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6543.See file dsdata.txt to determine how the superseded data were derived. EZ6543 EZ6543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1231165530(NAD 83) EZ6543_MARKER: DE = TRAVERSE STATION DISK EZ6543_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE EZ6543_MAGNETIC: N = NO MAGNETIC MATERIAL EZ6543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6543+STABILITY: SURFACE MOTION EZ6543 EZ6543 HISTORY - Date Condition Report By EZ6543 HISTORY - 1983 MONUMENTED NCGS EZ6543 EZ6543 STATION DESCRIPTION EZ6543 EZ6543'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG) EZ6543'THE STATION IS LOCATED ABOUT 3.5 KM (2.2 MI) EZ6543'NORTH-NORTHWEST OF THE STATE CAPITOL IN RALEIGH. EZ6543' EZ6543'TO REACH THE STATION FROM THE GLENWOOD AVENUE OVERPASS OF WADE EZ6543'AVENUE, GO NORTHWEST FOR 1.6 KM (1.0 MI) ON GLENWOOD AVENUE TO EZ6543'STATION AT COWPER DRIVE, IN FRONT OF HOUSE NUMBER 2113 IN CURB. EZ6543' EZ6543'THE STATION IS A STANDARD NCGS DISK EZ6543'STAMPED---COWPER 1983---, EZ6543'SET INTO DRILLED HOLE, EZ6543'9.45 METERS (31.0 FT) WEST FROM THE CENTERLINE OF GLENWOOD AVENUE, EZ6543'29.32 METERS (96.2 FT) SOUTH FROM A MANHOLE COVER IN CENTER OF EZ6543'COWPER DRIVE, EZ6543'3.23 METERS (10.6 FT) NORTHEAST FROM THE CENTER OF BOTTOM CONCRETE EZ6543'STEP TO 2113 GLENWOOD AVENUE AND EZ6543'29.69 METERS (97.4 FT) NORTH-NORTHWEST FROM A POWER POLE WITH EZ6543'TELEPHONE AND CABLE VISION CONTROL BOX WITH REFERENCE TAG. EZ6543' EZ6543'THE MARK IS LEVEL WITH HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0906 *********************************************************************** EZ0906 DESIGNATION - COX EZ0906 PID - EZ0906 EZ0906 STATE/COUNTY- NC/WAKE EZ0906 USGS QUAD - RALEIGH EAST (1993) EZ0906 EZ0906 *CURRENT SURVEY CONTROL EZ0906 ___________________________________________________________________ EZ0906* NAD 83(1986)- 35 50 52.85394(N) 078 36 54.14567(W) ADJUSTED EZ0906* NAVD 88 - 110.019 (meters) 360.95 (feet) ADJUSTED EZ0906 ___________________________________________________________________ EZ0906 LAPLACE CORR- -7.37 (seconds) DEFLEC99 EZ0906 GEOID HEIGHT- -32.84 (meters) GEOID03 EZ0906 DYNAMIC HT - 109.925 (meters) 360.65 (feet) COMP EZ0906 MODELED GRAV- 979,778.0 (mgal) NAVD 88 EZ0906 EZ0906 HORZ ORDER - SECOND EZ0906 VERT ORDER - SECOND CLASS 0 EZ0906 EZ0906.The North Carolina HARNS have been completed but, EZ0906.due to contractual restrictions, coordinates for these stations EZ0906.will NOT be published in the near future. In the interim, the EZ0906.published coordinates in North Carolina will not be EZ0906.consistent with the Continuously Operating Reference Stations EZ0906.(CORS). The HARN coordinates for these stations are available EZ0906.upon request. Contact Gary Thompson(919-733-3836). EZ0906. EZ0906.In addition, the published North Carolina positions EZ0906.(NAD 83 (1986)) are NOT consistent with those determined in EZ0906.adjacent state readjustments. The discontinuity between stations EZ0906.located in North Carolina and those in adjacent states EZ0906.which have been adjusted to the HARN may be as much as 5 EZ0906.decimeters. This will result in a significant loss of accuracy EZ0906.over lines crossing such state borders. EZ0906 EZ0906 EZ0906.The horizontal coordinates were established by classical geodetic methods EZ0906.and adjusted by the National Geodetic Survey in July 1986. EZ0906 EZ0906.The orthometric height was determined by differential leveling EZ0906.and adjusted by the National Geodetic Survey in June 1991. EZ0906 EZ0906.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0906 EZ0906.The geoid height was determined by GEOID03. EZ0906 EZ0906.The dynamic height is computed by dividing the NAVD 88 EZ0906.geopotential number by the normal gravity value computed on the EZ0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0906.degrees latitude (g = 980.6199 gals.). EZ0906 EZ0906.The modeled gravity was interpolated from observed gravity values. EZ0906 EZ0906; North East Units Scale Factor Converg. EZ0906;SPC NC - 232,805.230 644,374.430 MT 0.99992663 +0 13 19.9 EZ0906;SPC NC - 763,795.16 2,114,085.11 sFT 0.99992663 +0 13 19.9 EZ0906;UTM 17 - 3,969,717.418 715,382.122 MT 1.00017166 +1 23 50.1 EZ0906 EZ0906! - Elev Factor x Scale Factor = Combined Factor EZ0906!SPC NC - 0.99998789 x 0.99992663 = 0.99991452 EZ0906!UTM 17 - 0.99998789 x 1.00017166 = 1.00015955 EZ0906 EZ0906: Primary Azimuth Mark Grid Az EZ0906:SPC NC - APTS 008 41 07.3 EZ0906:UTM 17 - APTS 007 30 37.1 EZ0906 EZ0906|---------------------------------------------------------------------| EZ0906| PID Reference Object Distance Geod. Az | EZ0906| dddmmss.s | EZ0906| EZ0905 APTS 437.399 METERS 0085427.2 | EZ0906|---------------------------------------------------------------------| EZ0906 EZ0906 SUPERSEDED SURVEY CONTROL EZ0906 EZ0906 NAD 27 - 35 50 52.32476(N) 078 36 55.13144(W) AD( ) 2 EZ0906 NGVD 29 (??/??/92) 110.30 (m) 361.9 (f) COMPUTED 2 0 EZ0906 EZ0906.Superseded values are not recommended for survey control. EZ0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0906.See file dsdata.txt to determine how the superseded data were derived. EZ0906 EZ0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1538269717(NAD 83) EZ0906_MARKER: DE = TRAVERSE STATION DISK EZ0906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0906_SP_SET: CONCRETE POST EZ0906_STAMPING: COX 1972 EZ0906_MARK LOGO: NCGS EZ0906_MAGNETIC: N = NO MAGNETIC MATERIAL EZ0906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0906+STABILITY: SURFACE MOTION EZ0906 EZ0906 HISTORY - Date Condition Report By EZ0906 HISTORY - 1972 MONUMENTED NCGS EZ0906 HISTORY - 1972 GOOD NCGS EZ0906 HISTORY - 1985 GOOD NCGS EZ0906 HISTORY - 1985 GOOD NCGS EZ0906 HISTORY - 1987 GOOD USPSQD EZ0906 EZ0906 STATION DESCRIPTION EZ0906 EZ0906'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ0906'COX IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0906'VICINITY OF MILLBROOK, RALEIGH, NORTH CAROLINA. EZ0906' EZ0906'COX IS LOCATED APPROXIMATELY 0.7 MILE WEST OF MILLBROOK, AND 4.9 EZ0906'MILES NNE OF CAPITOL SQUARE IN RALEIGH. TO REACH STATION FROM EZ0906'MILLBROOK UNITED METHODIST CHURCH IN MILLBROOK, PROCEED WEST ALONG EZ0906'MILLBROOK ROAD (SR 2113) FOR 0.5 MILE TO INTERSECTION WITH FALLS EZ0906'OF NEUSE ROAD (SR 2000) AT QUAIL CORNERS. THENCE SOUTH ALONG EZ0906'FALLS OF NEUSE ROAD FOR 0.15 MILE TO COUNTRY RIDGE DRIVE, AND EZ0906'STATION BETWEEN CURB AND SIDEWALK IN NW QUAD. OF INTERSECTION. EZ0906' EZ0906'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED COX EZ0906'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2 EZ0906'INCHES BELOW THE SURFACE OF THE GROUND. EZ0906' EZ0906'MARK IS EZ0906'2.0 FEET W OF A WEST EDGE OF WEST CURB OF FALLS OF NEUSE ROAD. EZ0906'44.3 FEET N OF A C/L OF COUNTRY RIDGE DR. AND CENTER OF ROUND MAN EZ0906'HOLE. EZ0906'4.6 FEET S OF ALUMINUM REF. TAG ON PP. EZ0906'49.1 FEET ENE OF ALUMINUM REF. TAG ON PP AND TP (COMBINATION). EZ0906'29.2 FEET ENE FROM THE TOP OF A FIRE HYDRANT. EZ0906 EZ0906 STATION RECOVERY (1972) EZ0906 EZ0906'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0906'0.7 MI W FROM MILLBROOK. EZ0906'COX IS LOCATED APPROXIMATELY 4.9 MILES NNE OF CAPITOL SQUARE IN EZ0906'RALEIGH. TO REACH STATION FROM MILLBROOK UNITED METHODIST CHURCH EZ0906'IN MILLBROOK, PROCEED WEST ALONG MILLBROOK ROAD (SR 2113) FOR 0.5 EZ0906'MILES TO INTERSECTION WITH FALLS OF NEUSE ROAD (SR 2000) AT QUAIL EZ0906'CORNERS, THENCE SOUTH ALONG FALLS OF NEUSE ROAD FOR 0.15 MILES TO EZ0906'COUNTRY RIDGE DRIVE, AND STATION BETWEEN CURB AND SIDEWALK IN NW EZ0906'QUADRANT OF INTERSECTION, 2.0 FT W OF A WEST EDGE OF WEST CURB OF EZ0906'FALLS OF NEUSE ROAD, 44.3 FT N OF C/L OF COUNTRY RIDGE DR. AND EZ0906'CENTER OF ROUND MAN HOLE, 4.6 FT S OF ALUMINUM REF. TAG ON PP, EZ0906'49.1 FT ENE OF ALUMINUM REF. TAG ON PP AND TP (COMBINATION), AND EZ0906'29.2 FT ENE FROM THE TOP OF A FIRE HYDRANT. DISK IS SET IN THE EZ0906'TOP OF A CONCRETE CYLINDER 2 INCHES BELOW THE SURFACE OF THE EZ0906'GROUND. EZ0906 EZ0906 STATION RECOVERY (1985) EZ0906 EZ0906'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0906'THE STATION WAS RECOVERED AT THIS DATE. EZ0906'STATION IS IN GOOD CONDITION AS DESCRIBED EXCEPT FOR THE FOLLOWING EZ0906'CORRECTIONS. MARK IS 2.0 METERS (6.5 FT) SOUTH OF POWER POLE WITH EZ0906'REFERENCE TAG, THE POWER POLE AND TELEPHONE POLE REFERENCE SHOULD EZ0906'BE DELETED. LINE OF SIGHT TO NCGS STATION--APTS--IS GOOD. EZ0906' EZ0906'NCGS EZ0906 EZ0906 STATION RECOVERY (1985) EZ0906 EZ0906'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 EZ0906'RECOVERED IN GOOD CONDITION. EZ0906 EZ0906 STATION RECOVERY (1987) EZ0906 EZ0906'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ0906'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0961 *********************************************************************** EZ0961 DESIGNATION - CRAB EZ0961 PID - EZ0961 EZ0961 STATE/COUNTY- NC/WAKE EZ0961 USGS QUAD - CARY (1993) EZ0961 EZ0961 *CURRENT SURVEY CONTROL EZ0961 ___________________________________________________________________ EZ0961* NAD 83(1986)- 35 50 23.97211(N) 078 46 54.93269(W) ADJUSTED EZ0961* NAVD 88 - 97.671 (meters) 320.44 (feet) ADJUSTED EZ0961 ___________________________________________________________________ EZ0961 LAPLACE CORR- -6.17 (seconds) DEFLEC99 EZ0961 GEOID HEIGHT- -32.16 (meters) GEOID03 EZ0961 DYNAMIC HT - 97.589 (meters) 320.17 (feet) COMP EZ0961 MODELED GRAV- 979,795.3 (mgal) NAVD 88 EZ0961 EZ0961 HORZ ORDER - SECOND EZ0961 VERT ORDER - SECOND CLASS 0 EZ0961 EZ0961.The North Carolina HARNS have been completed but, EZ0961.due to contractual restrictions, coordinates for these stations EZ0961.will NOT be published in the near future. In the interim, the EZ0961.published coordinates in North Carolina will not be EZ0961.consistent with the Continuously Operating Reference Stations EZ0961.(CORS). The HARN coordinates for these stations are available EZ0961.upon request. Contact Gary Thompson(919-733-3836). EZ0961. EZ0961.In addition, the published North Carolina positions EZ0961.(NAD 83 (1986)) are NOT consistent with those determined in EZ0961.adjacent state readjustments. The discontinuity between stations EZ0961.located in North Carolina and those in adjacent states EZ0961.which have been adjusted to the HARN may be as much as 5 EZ0961.decimeters. This will result in a significant loss of accuracy EZ0961.over lines crossing such state borders. EZ0961 EZ0961 EZ0961.The horizontal coordinates were established by classical geodetic methods EZ0961.and adjusted by the National Geodetic Survey in July 1986. EZ0961 EZ0961.The orthometric height was determined by differential leveling EZ0961.and adjusted by the National Geodetic Survey in June 1991. EZ0961 EZ0961.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0961 EZ0961.The geoid height was determined by GEOID03. EZ0961 EZ0961.The dynamic height is computed by dividing the NAVD 88 EZ0961.geopotential number by the normal gravity value computed on the EZ0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0961.degrees latitude (g = 980.6199 gals.). EZ0961 EZ0961.The modeled gravity was interpolated from observed gravity values. EZ0961 EZ0961; North East Units Scale Factor Converg. EZ0961;SPC NC - 231,869.341 629,301.752 MT 0.99992518 +0 07 33.1 EZ0961;SPC NC - 760,724.66 2,064,634.16 sFT 0.99992518 +0 07 33.1 EZ0961;UTM 17 - 3,968,472.600 700,328.675 MT 1.00009454 +1 17 57.0 EZ0961 EZ0961! - Elev Factor x Scale Factor = Combined Factor EZ0961!SPC NC - 0.99998972 x 0.99992518 = 0.99991490 EZ0961!UTM 17 - 0.99998972 x 1.00009454 = 1.00008426 EZ0961 EZ0961: Primary Azimuth Mark Grid Az EZ0961:SPC NC - DRIVE 2 305 45 57.3 EZ0961:UTM 17 - DRIVE 2 304 35 33.4 EZ0961 EZ0961|---------------------------------------------------------------------| EZ0961| PID Reference Object Distance Geod. Az | EZ0961| dddmmss.s | EZ0961| EZ0935 DRIVE 2 APPROX. 1.9 KM 3055330.4 | EZ0961|---------------------------------------------------------------------| EZ0961 EZ0961 SUPERSEDED SURVEY CONTROL EZ0961 EZ0961 NAD 27 - 35 50 23.44486(N) 078 46 55.91357(W) AD( ) 2 EZ0961 NGVD 29 (??/??/92) 97.92 (m) 321.3 (f) COMPUTED 2 0 EZ0961 EZ0961.Superseded values are not recommended for survey control. EZ0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0961.See file dsdata.txt to determine how the superseded data were derived. EZ0961 EZ0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0032968473(NAD 83) EZ0961_MARKER: DE = TRAVERSE STATION DISK EZ0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0961_SP_SET: CONCRETE POST EZ0961_STAMPING: CRAB 1970 EZ0961_MARK LOGO: NCGS EZ0961_MAGNETIC: N = NO MAGNETIC MATERIAL EZ0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0961+STABILITY: SURFACE MOTION EZ0961 EZ0961 HISTORY - Date Condition Report By EZ0961 HISTORY - 1970 MONUMENTED NGS EZ0961 HISTORY - 1973 GOOD NCGS EZ0961 HISTORY - 1973 GOOD NCGS EZ0961 HISTORY - 1984 GOOD NCGS EZ0961 HISTORY - 1984 GOOD NCGS EZ0961 HISTORY - 1985 GOOD USPSQD EZ0961 EZ0961 STATION DESCRIPTION EZ0961 EZ0961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (EM) EZ0961'CRAB IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0961'VICINITY OF NORTHWEST WAKE COUNTY. EZ0961' EZ0961'CRAB IS LOCATED APPROXIMATELY 2.2 MILES EAST OF MORRISVILLE AND EZ0961'3.6 MILES NORTH OF CARY. TO REACH STATION PROCEED FROM THE EZ0961'INTERSECTION OF NEW NC 54 AND SR 1664 ON WEST SIDE OF RALEIGH, GO EZ0961'NORTHWEST ON NEW NC 54 FOR 4.95 MILES TO BRIDGE ON SR 1650 OVER EZ0961'NEW NC 54. STATION IS NEAR SOUTHWEST CORNER OF THE BRIDGE, AND EZ0961'0.1 MILE WEST OF BRIDGE ON NEW NC 54 OVER CRABTREE CREEK. EZ0961' EZ0961'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ0961'CRAB 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ0961'IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0961' EZ0961'MARK IS-- EZ0961'12.7 FEET NW OF C/L OF SR 1650. EZ0961'4.3 FEET S OF BOTTOM OF SW CORNER OF BRIDGE ABUTMENT. EZ0961'29.0 FEET NW OF BOTTOM OF SE CORNER OF BRIDGE ABUTMENT. EZ0961'3.0 FEET SE OF BOTTOM OF FIRST GUARD POST. EZ0961'7.0 FEET S OF ALUMINUM REF. TAG ON FIRST FENCE POST ON W SIDE OF EZ0961'ROAD. 30.7 FEET NW OF ALUMINUM REF. TAG ON FIRST FENCE POST ON E SIDE EZ0961'OF ROAD. EZ0961 EZ0961 STATION RECOVERY (1973) EZ0961 EZ0961'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EZ0961'MARK WAS RECOVERED IN GOOD CONDITION. EZ0961 EZ0961 STATION RECOVERY (1973) EZ0961 EZ0961'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0961'3 MI ENE FROM MORRISVILLE. EZ0961'CRAB IS LOCATED APPROXIMATELY 9.0 MILES WNW OF CAPITOL SQUARE IN EZ0961'RALEIGH. TO REACH STATION FROM THE I-40 UNDERPASS OF U.S. 1 - U.S. EZ0961'64 BYPASS (BELTLINE) IN WEST RALEIGH, PROCEED WEST ALONG I-40 FOR EZ0961'ABOUT 5.7 MILES TO SR 1650 BRIDGE OVER I-40 AND STATION NEAR THE EZ0961'SW CORNER OF BRIDGE, 0.1 MILES WEST OF I-40 BRIDGE OVER CRABTREE EZ0961'CREEK, 12.7 FT NW OF C/L OF SR 1650, 04.3 FT SSE OF S END OF W EZ0961'BRIDGE RAIL, 03.0 FT E OF FIRST GUARD RAIL POST SOUTH OF SOUTH END EZ0961'OF WEST BRIDGE RAIL, 05.0 FT S OF FIRST FENCE POST ON WEST SIDE EZ0961'OF ROAD WITH ALUMINUM REF. TAG, AND 30.7 FT NW OF FIRST FENCE POST EZ0961'ON EAST SIDE OF ROAD WITH ALUMINUM REF. TAG. DISK IS SET FLUSH EZ0961'WITH THE GROUND. EZ0961 EZ0961 STATION RECOVERY (1984) EZ0961 EZ0961'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ0961'THE STATION WAS RECOVERED AT THIS DATE. EZ0961'STATION IS IN GOOD CONDITION AS DESCRIBED EXCEPT FOR FOLLOWING EZ0961'CORRECTION. SR 1650 SHOULD READ SR 1795 AND NEW NC 54 SHOULD BE I EZ0961'40. EZ0961' EZ0961'NCGS EZ0961 EZ0961 STATION RECOVERY (1984) EZ0961 EZ0961'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ0961'RECOVERED IN GOOD CONDITION. EZ0961 EZ0961 STATION RECOVERY (1985) EZ0961 EZ0961'RECOVERY NOTE BY US POWER SQUADRON 1985 (PC) EZ0961'CRAB TRIANG TRAVERSE STN FOUND GOOD. EZ0961'SW QUAD OF BRIDGE OVER US 40 WAKE CO PROJECT NO. 8.1109705. EZ0961'245 DEG 12 MIN FM C/L ROAD SR1795 (1969). EZ0961'300 DEG 30 MIN 8 SEC FM POST W/RM. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3281 *********************************************************************** EZ3281 DESIGNATION - CRABTREE EZ3281 PID - EZ3281 EZ3281 STATE/COUNTY- NC/WAKE EZ3281 USGS QUAD - RALEIGH EAST (1993) EZ3281 EZ3281 *CURRENT SURVEY CONTROL EZ3281 ___________________________________________________________________ EZ3281* NAD 83(1986)- 35 47 10.86007(N) 078 34 23.82945(W) ADJUSTED EZ3281* NAVD 88 - 70.544 (meters) 231.44 (feet) ADJUSTED EZ3281 ___________________________________________________________________ EZ3281 LAPLACE CORR- -7.89 (seconds) DEFLEC99 EZ3281 GEOID HEIGHT- -33.20 (meters) GEOID03 EZ3281 DYNAMIC HT - 70.483 (meters) 231.24 (feet) COMP EZ3281 MODELED GRAV- 979,760.3 (mgal) NAVD 88 EZ3281 EZ3281 HORZ ORDER - SECOND EZ3281 VERT ORDER - SECOND CLASS I EZ3281 EZ3281.The North Carolina HARNS have been completed but, EZ3281.due to contractual restrictions, coordinates for these stations EZ3281.will NOT be published in the near future. In the interim, the EZ3281.published coordinates in North Carolina will not be EZ3281.consistent with the Continuously Operating Reference Stations EZ3281.(CORS). The HARN coordinates for these stations are available EZ3281.upon request. Contact Gary Thompson(919-733-3836). EZ3281. EZ3281.In addition, the published North Carolina positions EZ3281.(NAD 83 (1986)) are NOT consistent with those determined in EZ3281.adjacent state readjustments. The discontinuity between stations EZ3281.located in North Carolina and those in adjacent states EZ3281.which have been adjusted to the HARN may be as much as 5 EZ3281.decimeters. This will result in a significant loss of accuracy EZ3281.over lines crossing such state borders. EZ3281 EZ3281 EZ3281.The horizontal coordinates were established by classical geodetic methods EZ3281.and adjusted by the National Geodetic Survey in December 1992. EZ3281 EZ3281.The orthometric height was determined by differential leveling EZ3281.and adjusted by the National Geodetic Survey in June 1991. EZ3281 EZ3281.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3281 EZ3281.The geoid height was determined by GEOID03. EZ3281 EZ3281.The dynamic height is computed by dividing the NAVD 88 EZ3281.geopotential number by the normal gravity value computed on the EZ3281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ3281.degrees latitude (g = 980.6199 gals.). EZ3281 EZ3281.The modeled gravity was interpolated from observed gravity values. EZ3281 EZ3281; North East Units Scale Factor Converg. EZ3281;SPC NC - 225,979.178 648,175.481 MT 0.99991602 +0 14 46.6 EZ3281;SPC NC - 741,400.02 2,126,555.72 sFT 0.99991602 +0 14 46.6 EZ3281;UTM 17 - 3,962,968.931 719,323.285 MT 1.00019278 +1 25 10.6 EZ3281 EZ3281! - Elev Factor x Scale Factor = Combined Factor EZ3281!SPC NC - 0.99999414 x 0.99991602 = 0.99991016 EZ3281!UTM 17 - 0.99999414 x 1.00019278 = 1.00018692 EZ3281 EZ3281 SUPERSEDED SURVEY CONTROL EZ3281 EZ3281 NGVD 29 (12/28/92) 70.82 (m) 232.3 (f) LEVELING 3 EZ3281 EZ3281.Superseded values are not recommended for survey control. EZ3281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3281.See file dsdata.txt to determine how the superseded data were derived. EZ3281 EZ3281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1932362969(NAD 83) EZ3281_MARKER: DE = TRAVERSE STATION DISK EZ3281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3281_SP_SET: CONCRETE POST EZ3281_STAMPING: CRABTREE 1984 EZ3281_MARK LOGO: NCGS EZ3281_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ3281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3281+STABILITY: SURFACE MOTION EZ3281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ3281+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2004 EZ3281 EZ3281 HISTORY - Date Condition Report By EZ3281 HISTORY - 1984 MONUMENTED NCGS EZ3281 HISTORY - 1984 GOOD NCGS EZ3281 HISTORY - 1985 GOOD USPSQD EZ3281 HISTORY - 1987 GOOD USPSQD EZ3281 HISTORY - 20040806 GOOD USPSQD EZ3281 EZ3281 STATION DESCRIPTION EZ3281 EZ3281'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ3281'THE STATION IS LOCATED ABOUT 6.3 KM (3.9 MI) EAST OF THE CAPITOL EZ3281'SQUARE IN RALEIGH. EZ3281' EZ3281'ALONG THE CLIFF BENSON BELTLINE FOR 1.2 KM (0.75MI) SOUTHEAST FROM EZ3281'THE NEW BERN AVENUE OVERPASS, AND 0.5 KM (0.3 MI) NORTH FROM THE EZ3281'BRIDGE OVER CRABTREE CREEK, ON THE EAST SIDE OF THE HIGHWAY. EZ3281' EZ3281'THE STATION IS A STANDARD NCGS DISK STAMPED---CRABTREE 1984---, EZ3281'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ3281'25 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EZ3281'10.3 METERS (33.8 FT) EAST OF THE EDGE OF THE PAVEMENT, EZ3281'1.8 METERS (5.9 FT) NORTH OF A WITNESS POST, EZ3281'8.8 METERS (28.8 FT) WEST OF A FENCE, EZ3281'24.0 METERS (78.7 FT) SOUTHEAST OF A REFLECTOR POST, AND EZ3281'32.4 METERS (106.2 FT) SOUTH-SOUTHWEST OF AN 8-INCH GUM WITH A EZ3281'REFERENCE TAG. EZ3281' EZ3281'MARK IS LEVEL WITH HIGHWAY. EZ3281 EZ3281 STATION RECOVERY (1984) EZ3281 EZ3281'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ3281'6.3 KM (3.9 MI) EAST FROM RALEIGH. EZ3281'THE STATION IS LOCATED ABOUT 6.3 KM (3.9 MI) EAST OF THE CAPITOL EZ3281'SQUARE IN RALEIGH. ALONG THE CLIFF BENSON BELTLINE FOR 1.2 KM EZ3281'(0.75MI) SOUTHEAST FROM THE NEW BERN AVENUE OVERPASS, AND 0.5 KM (0.3 EZ3281'MI) NORTH FROM THE BRIDGE OVER CRABTREE CREEK, ON THE EAST SIDE OF EZ3281'THE HIGHWAY. THE STATION IS A STANDARD NCGS DISK STAMPED---CRABTREE EZ3281'1984---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN EZ3281'DIAMETER FLUSH WITH GROUND. LOCATED 10.3 METERS (33.8 FT) EAST OF EZ3281'THE EDGE OF THE PAVEMENT, 1.8 METERS (5.9 FT) NORTH OF A WITNESS EZ3281'POST, 8.8 METERS (28.8 FT) WEST OF A FENCE, 24.0 METERS (78.7 FT) EZ3281'SOUTHEAST OF A REFLECTOR POST, AND 32.4 METERS (106.2 FT) EZ3281'SOUTH-SOUTHWEST OF AN 8-INCH GUM WITH A REFERENCE TAG. EZ3281 EZ3281 STATION RECOVERY (1985) EZ3281 EZ3281'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ3281'RECOVERED IN GOOD CONDITION. EZ3281 EZ3281 STATION RECOVERY (1987) EZ3281 EZ3281'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ3281'RECOVERED IN GOOD CONDITION. EZ3281 EZ3281 STATION RECOVERY (2004) EZ3281 EZ3281'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM) EZ3281'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7288 *********************************************************************** AE7288 DESIGNATION - CRAY AE7288 PID - AE7288 AE7288 STATE/COUNTY- NC/WAKE AE7288 USGS QUAD - WAKE FOREST (1987) AE7288 AE7288 *CURRENT SURVEY CONTROL AE7288 ___________________________________________________________________ AE7288* NAD 83(1986)- 35 58 52.10270(N) 078 37 10.97673(W) ADJUSTED AE7288* NAVD 88 - 114.8 (meters) 377. (feet) VERTCON AE7288 ___________________________________________________________________ AE7288 LAPLACE CORR- -6.55 (seconds) DEFLEC99 AE7288 GEOID HEIGHT- -32.47 (meters) GEOID03 AE7288 AE7288 HORZ ORDER - SECOND AE7288 AE7288.The North Carolina HARNS have been completed but, AE7288.due to contractual restrictions, coordinates for these stations AE7288.will NOT be published in the near future. In the interim, the AE7288.published coordinates in North Carolina will not be AE7288.consistent with the Continuously Operating Reference Stations AE7288.(CORS). The HARN coordinates for these stations are available AE7288.upon request. Contact Gary Thompson(919-733-3836). AE7288. AE7288.In addition, the published North Carolina positions AE7288.(NAD 83 (1986)) are NOT consistent with those determined in AE7288.adjacent state readjustments. The discontinuity between stations AE7288.located in North Carolina and those in adjacent states AE7288.which have been adjusted to the HARN may be as much as 5 AE7288.decimeters. This will result in a significant loss of accuracy AE7288.over lines crossing such state borders. AE7288 AE7288 AE7288.The horizontal coordinates were established by classical geodetic methods AE7288.and adjusted by the National Geodetic Survey in March 1998. AE7288 AE7288.The NAVD 88 height was computed by applying the VERTCON shift value to AE7288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7288 AE7288.The Laplace correction was computed from DEFLEC99 derived deflections. AE7288 AE7288.The geoid height was determined by GEOID03. AE7288 AE7288; North East Units Scale Factor Converg. AE7288;SPC NC - 247,573.770 643,895.533 MT 0.99995350 +0 13 10.2 AE7288;SPC NC - 812,248.28 2,112,513.93 sFT 0.99995350 +0 13 10.2 AE7288;UTM 17 - 3,984,476.395 714,599.710 MT 1.00016749 +1 23 56.4 AE7288 AE7288! - Elev Factor x Scale Factor = Combined Factor AE7288!SPC NC - 0.99998708 x 0.99995350 = 0.99994059 AE7288!UTM 17 - 0.99998708 x 1.00016749 = 1.00015457 AE7288 AE7288 SUPERSEDED SURVEY CONTROL AE7288 AE7288 NGVD 29 (03/10/98) 115.0 (m) 377. (f) VERT ANG AE7288 AE7288.Superseded values are not recommended for survey control. AE7288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7288.See file dsdata.txt to determine how the superseded data were derived. AE7288 AE7288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1460084476(NAD 83) AE7288_MARKER: DE = TRAVERSE STATION DISK AE7288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7288_STAMPING: CRAY 1985 AE7288_MARK LOGO: NCGS AE7288_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7288+STABILITY: SURFACE MOTION AE7288 AE7288 HISTORY - Date Condition Report By AE7288 HISTORY - 1985 MONUMENTED NCGS AE7288 AE7288 STATION DESCRIPTION AE7288 AE7288'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) AE7288'STATION IS LOCATED ABOUT 9.8 KM (6.10 MI) WEST OF WAKE FOREST. ALONG AE7288'NC 98 FOR 1.2 KM (0.75 MI) EAST OF THE NEUSE RIVER BRIDGE, OR ABOUT AE7288'0.3 KM (0.20 MI) WEST OF THE RIDGE CREST CHURCH, AT A POWER LINE AE7288'RIGHT-OF-WAY. MARK IS RECESSED 2 INCHES BELOW GROUND AND ABOUT 4 1/2 AE7288'FEET HIGHER THAN THE HIGHWAY. LOCATED 17.7 M (58.1 FT) NORTH OF THE AE7288'CENTERLINE OF THE HIGHWAY, 18.8 M (61.7 FT) NORTHEAST OF THE EAST END AE7288'OF THE NORTH CONCRETE SPILLWAY, 3.7 M (12.1 FT) EAST OF A R/W MARK, AE7288'2.1 M (6.9 FT) SOUTHEAST OF A TELEPHONE PEDESTAL (THE EAST-MOST OF AE7288'2)--AND 1.5 M (4.9 FT) SOUTHWEST OF A POWER POLE (173), 15.8 M (51.8 AE7288'FT) SOUTH OF AN 8-INCH PINE--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0923 *********************************************************************** EZ0923 DESIGNATION - CREEK EZ0923 PID - EZ0923 EZ0923 STATE/COUNTY- NC/WAKE EZ0923 USGS QUAD - RALEIGH WEST (1988) EZ0923 EZ0923 *CURRENT SURVEY CONTROL EZ0923 ___________________________________________________________________ EZ0923* NAD 83(1986)- 35 50 13.88783(N) 078 39 44.94764(W) ADJUSTED EZ0923* NAVD 88 - 71.974 (meters) 236.13 (feet) ADJUSTED EZ0923 ___________________________________________________________________ EZ0923 LAPLACE CORR- -6.90 (seconds) DEFLEC99 EZ0923 GEOID HEIGHT- -32.67 (meters) GEOID03 EZ0923 DYNAMIC HT - 71.913 (meters) 235.93 (feet) COMP EZ0923 MODELED GRAV- 979,787.8 (mgal) NAVD 88 EZ0923 EZ0923 HORZ ORDER - SECOND EZ0923 VERT ORDER - SECOND CLASS 0 EZ0923 EZ0923.The North Carolina HARNS have been completed but, EZ0923.due to contractual restrictions, coordinates for these stations EZ0923.will NOT be published in the near future. In the interim, the EZ0923.published coordinates in North Carolina will not be EZ0923.consistent with the Continuously Operating Reference Stations EZ0923.(CORS). The HARN coordinates for these stations are available EZ0923.upon request. Contact Gary Thompson(919-733-3836). EZ0923. EZ0923.In addition, the published North Carolina positions EZ0923.(NAD 83 (1986)) are NOT consistent with those determined in EZ0923.adjacent state readjustments. The discontinuity between stations EZ0923.located in North Carolina and those in adjacent states EZ0923.which have been adjusted to the HARN may be as much as 5 EZ0923.decimeters. This will result in a significant loss of accuracy EZ0923.over lines crossing such state borders. EZ0923 EZ0923 EZ0923.The horizontal coordinates were established by classical geodetic methods EZ0923.and adjusted by the National Geodetic Survey in July 1986. EZ0923 EZ0923.The orthometric height was determined by differential leveling EZ0923.and adjusted by the National Geodetic Survey in June 1991. EZ0923 EZ0923.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0923 EZ0923.The geoid height was determined by GEOID03. EZ0923 EZ0923.The dynamic height is computed by dividing the NAVD 88 EZ0923.geopotential number by the normal gravity value computed on the EZ0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0923.degrees latitude (g = 980.6199 gals.). EZ0923 EZ0923.The modeled gravity was interpolated from observed gravity values. EZ0923 EZ0923; North East Units Scale Factor Converg. EZ0923;SPC NC - 231,588.752 640,092.848 MT 0.99992468 +0 11 41.3 EZ0923;SPC NC - 759,804.10 2,100,037.95 sFT 0.99992468 +0 11 41.3 EZ0923;UTM 17 - 3,968,413.114 711,125.379 MT 1.00014928 +1 22 08.7 EZ0923 EZ0923! - Elev Factor x Scale Factor = Combined Factor EZ0923!SPC NC - 0.99999383 x 0.99992468 = 0.99991851 EZ0923!UTM 17 - 0.99999383 x 1.00014928 = 1.00014311 EZ0923 EZ0923: Primary Azimuth Mark Grid Az EZ0923:SPC NC - BECKANA 252 54 24.6 EZ0923:UTM 17 - BECKANA 251 43 57.2 EZ0923 EZ0923|---------------------------------------------------------------------| EZ0923| PID Reference Object Distance Geod. Az | EZ0923| dddmmss.s | EZ0923| EZ0924 BECKANA APPROX. 0.6 KM 2530605.9 | EZ0923|---------------------------------------------------------------------| EZ0923 EZ0923 SUPERSEDED SURVEY CONTROL EZ0923 EZ0923 NAD 27 - 35 50 13.34949(N) 078 39 45.93288(W) AD( ) 2 EZ0923 NGVD 29 (??/??/92) 72.249 (m) 237.04 (f) ADJ UNCH 2 0 EZ0923 EZ0923.Superseded values are not recommended for survey control. EZ0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0923.See file dsdata.txt to determine how the superseded data were derived. EZ0923 EZ0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1112568413(NAD 83) EZ0923_MARKER: DE = TRAVERSE STATION DISK EZ0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0923_SP_SET: CONCRETE POST EZ0923_STAMPING: CREEK 1965 EZ0923_MARK LOGO: NCGS EZ0923_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0923+STABILITY: SURFACE MOTION EZ0923 EZ0923 HISTORY - Date Condition Report By EZ0923 HISTORY - 1965 MONUMENTED NCGS EZ0923 HISTORY - 1973 GOOD NCGS EZ0923 HISTORY - 1973 GOOD NCGS EZ0923 HISTORY - 1980 GOOD LOCENG EZ0923 HISTORY - 1983 GOOD NCGS EZ0923 HISTORY - 1983 GOOD NCGS EZ0923 EZ0923 STATION DESCRIPTION EZ0923 EZ0923'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ0923'CREEK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ0923'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ0923' EZ0923'CREEK IS 4.1 MILES NNW OF RALEIGH. LOCATED 0.9 MILES EZ0923'W ALONG U.S. 1 BYPASS FROM BRIDGE ON SAINT MARYS STREET. 0.45 EZ0923'MILES E OF BRIDGE OVER U.S. 70. AND AT NW END OF BRIDGE IN EZ0923'W BOUND LANE. EZ0923' EZ0923'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0923'CREEK 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ0923'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ0923' EZ0923'MARK IS EZ0923' EZ0923'18.5 FT NW OF C/L OF W BOUND LANE EZ0923' EZ0923'4.7 FT NW OF YELLOW ARROW PAINTED ON W BOUND LANE EZ0923' EZ0923'4.9 FT S OF FIRST GUARD RAIL POST EZ0923' EZ0923'4.1 FT E OF CURB EZ0923' EZ0923'3.5 FT N OF YELLOW ARROW PAINTED ON BRIDGE CURB EZ0923' EZ0923'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ0923 EZ0923 STATION RECOVERY (1973) EZ0923 EZ0923'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EZ0923'GOOD. EZ0923 EZ0923 STATION RECOVERY (1973) EZ0923 EZ0923'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0923'4.2 MI NNW FROM RALEIGH. EZ0923'TO REACH STATION FROM THE U.S. 1 - U.S. 64 BYPASS (BELTLINE) EZ0923'BRIDGE OVER U.S. 70, PROCEED EAST ALONG U.S. 1 FOR 0.4 MILES TO EZ0923'BRIDGES OVER CRABTREE CREEK AND STATION AT THE NW CORNER OF WEST EZ0923'BOUND LANE BRIDGE, 1.4 MILES WEST OF SIX FORKS ROAD, 18.5 FT N EZ0923'OF C/L OF WEST BOUND LANE, 04.0 FT NW OF CENTER OF WEST END OF EZ0923'NORTH BRIDGE RAIL, 04.0 FT E OF CENTER OF END OF CONCRETE CURB, EZ0923'AND 04.9 FT S OF FIRST GUARD RAIL METAL POST. DISK IS SET 4 INCHES EZ0923'BELOW THE SURFACE OF THE GROUND. EZ0923 EZ0923 STATION RECOVERY (1980) EZ0923 EZ0923'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (JRS) EZ0923'THE STATION WAS RECOVERED IN GOOD CONDITION. EZ0923 EZ0923 STATION RECOVERY (1983) EZ0923 EZ0923'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG) EZ0923'THE STATION WAS RECOVERED AT THIS DATE. EZ0923'THE STATION WAS FOUND IN GOOD CONDITION AS DESCRIBED, REFERENCES EZ0923'NEED TO BE CHANGED AS FOLLOWS. EZ0923' EZ0923'MARK IS 9.0 FEET EAST OF FIRST GUARD RAIL POST, EZ0923'4.1 FEET WEST OF CONCRETE CURB, EZ0923'3.5 FEET WEST OF PAINT ON BRIDGE CURB, AND 4.7 FEET NORTH OF EDGE OF EZ0923'PAVEMENT OF SOUTHBOUND LANES OF BYPASS. EZ0923 EZ0923 STATION RECOVERY (1983) EZ0923 EZ0923'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 EZ0923'RECOVERED IN GOOD CONDITION EXCEPT ADD MARK IS 9.0 FEET EAST OF FIRST EZ0923'GUARD RAIL POST, 4.1 FEET WEST OF CONCRETE CURB, 3.5 FEET WEST OF EZ0923'PAINT ON BRIDGE CURB, AND 4.7 FEET NORTH OF EDGE OF PAVEMENT OF EZ0923'SOUTHBOUND LANES OF BYPASS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4437 *********************************************************************** EZ4437 DESIGNATION - CROSS EZ4437 PID - EZ4437 EZ4437 STATE/COUNTY- NC/WAKE EZ4437 USGS QUAD - KNIGHTDALE (1993) EZ4437 EZ4437 *CURRENT SURVEY CONTROL EZ4437 ___________________________________________________________________ EZ4437* NAD 83(1986)- 35 50 12.44251(N) 078 29 33.60925(W) ADJUSTED EZ4437* NAVD 88 - 96.0 (meters) 315. (feet) VERTCON EZ4437 ___________________________________________________________________ EZ4437 LAPLACE CORR- -6.77 (seconds) DEFLEC99 EZ4437 GEOID HEIGHT- -33.42 (meters) GEOID03 EZ4437 EZ4437 HORZ ORDER - SECOND EZ4437 EZ4437.The North Carolina HARNS have been completed but, EZ4437.due to contractual restrictions, coordinates for these stations EZ4437.will NOT be published in the near future. In the interim, the EZ4437.published coordinates in North Carolina will not be EZ4437.consistent with the Continuously Operating Reference Stations EZ4437.(CORS). The HARN coordinates for these stations are available EZ4437.upon request. Contact Gary Thompson(919-733-3836). EZ4437. EZ4437.In addition, the published North Carolina positions EZ4437.(NAD 83 (1986)) are NOT consistent with those determined in EZ4437.adjacent state readjustments. The discontinuity between stations EZ4437.located in North Carolina and those in adjacent states EZ4437.which have been adjusted to the HARN may be as much as 5 EZ4437.decimeters. This will result in a significant loss of accuracy EZ4437.over lines crossing such state borders. EZ4437 EZ4437 EZ4437.The horizontal coordinates were established by classical geodetic methods EZ4437.and adjusted by the National Geodetic Survey in July 1986. EZ4437 EZ4437.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4437 EZ4437.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4437 EZ4437.The geoid height was determined by GEOID03. EZ4437 EZ4437; North East Units Scale Factor Converg. EZ4437;SPC NC - 231,609.491 655,434.445 MT 0.99992461 +0 17 34.1 EZ4437;SPC NC - 759,872.14 2,150,371.17 sFT 0.99992461 +0 17 34.1 EZ4437;UTM 17 - 3,968,748.546 726,467.397 MT 1.00023202 +1 28 07.0 EZ4437 EZ4437! - Elev Factor x Scale Factor = Combined Factor EZ4437!SPC NC - 0.99999017 x 0.99992461 = 0.99991479 EZ4437!UTM 17 - 0.99999017 x 1.00023202 = 1.00022219 EZ4437 EZ4437: Primary Azimuth Mark Grid Az EZ4437:SPC NC - JOHNNY 160 57 05.0 EZ4437:UTM 17 - JOHNNY 159 46 32.1 EZ4437 EZ4437|---------------------------------------------------------------------| EZ4437| PID Reference Object Distance Geod. Az | EZ4437| dddmmss.s | EZ4437| EZ4440 JOHNNY APPROX. 0.6 KM 1611439.1 | EZ4437|---------------------------------------------------------------------| EZ4437 EZ4437 SUPERSEDED SURVEY CONTROL EZ4437 EZ4437 NAD 27 - 35 50 11.90303(N) 078 29 34.60136(W) AD( ) 2 EZ4437 NGVD 29 (07/19/86) 96.3 (m) 316. (f) VERT ANG EZ4437 EZ4437.Superseded values are not recommended for survey control. EZ4437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4437.See file dsdata.txt to determine how the superseded data were derived. EZ4437 EZ4437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2646768749(NAD 83) EZ4437_MARKER: DE = TRAVERSE STATION DISK EZ4437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4437_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4437_STAMPING: CROSS 1965 EZ4437_MARK LOGO: NCGS EZ4437_MAGNETIC: N = NO MAGNETIC MATERIAL EZ4437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4437+STABILITY: SURFACE MOTION EZ4437_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ4437+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2005 EZ4437 EZ4437 HISTORY - Date Condition Report By EZ4437 HISTORY - 1965 MONUMENTED NCGS EZ4437 HISTORY - 1980 MARK NOT FOUND LOCENG EZ4437 HISTORY - 20050418 GOOD USPSQD EZ4437 EZ4437 STATION DESCRIPTION EZ4437 EZ4437'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ4437'CROSS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ4437'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ4437' EZ4437'CROSS IS 9.0 MILES NE OF RALEIGH AND 3.4 MILES N OF EZ4437'KNIGHTDALE. LOCATED 0.05 MILES W ALONG SR 2215 FROM SR 2228. 0.6 EZ4437'MILES E OF SR 2217. ON N SHOULDER OF SR 2215 AND APPROXIMATELY 400 EZ4437'FT SE OF ONE STORY WHITE HOUSE. EZ4437' EZ4437'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ4437'CROSS 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ4437'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EZ4437' EZ4437'MARK IS EZ4437' EZ4437'14.0 FT N OF C/L OF SR 2215 EZ4437' EZ4437'5.0 FT N OF YELLOW ARROW PAINTED ON SR 2215 EZ4437' EZ4437'10.5 FT NW OF YELLOW ARROW EZ4437' EZ4437'10.5 FT NE OF YELLOW ARROW EZ4437' EZ4437'14.5 FT N OF C/L OF SR 2215 EZ4437' EZ4437'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ4437 EZ4437 STATION RECOVERY (1980) EZ4437 EZ4437'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RWK) EZ4437'THE STATION WAS SEARCHED FOR BUT NOT FOUND. THE DESCRIPTION IS EZ4437'ADEQUATE FOR LOCATING THE MONUMENT. NO REFERENCE MARKS WERE FOUND. EZ4437 EZ4437 STATION RECOVERY (2005) EZ4437 EZ4437'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ4437'N 35 50.208 EZ4437'W 078 29.561 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2410 *********************************************************************** EZ2410 DESIGNATION - CROSSROADS EZ2410 PID - EZ2410 EZ2410 STATE/COUNTY- NC/WAKE EZ2410 USGS QUAD - ROLESVILLE (1993) EZ2410 EZ2410 *CURRENT SURVEY CONTROL EZ2410 ___________________________________________________________________ EZ2410* NAD 83(1986)- 35 56 53.72762(N) 078 25 22.03618(W) ADJUSTED EZ2410* NAVD 88 - 122.314 (meters) 401.29 (feet) ADJUSTED EZ2410 ___________________________________________________________________ EZ2410 LAPLACE CORR- -6.93 (seconds) DEFLEC99 EZ2410 GEOID HEIGHT- -33.37 (meters) GEOID03 EZ2410 DYNAMIC HT - 122.209 (meters) 400.95 (feet) COMP EZ2410 MODELED GRAV- 979,769.9 (mgal) NAVD 88 EZ2410 EZ2410 HORZ ORDER - SECOND EZ2410 VERT ORDER - SECOND CLASS II EZ2410 EZ2410.The North Carolina HARNS have been completed but, EZ2410.due to contractual restrictions, coordinates for these stations EZ2410.will NOT be published in the near future. In the interim, the EZ2410.published coordinates in North Carolina will not be EZ2410.consistent with the Continuously Operating Reference Stations EZ2410.(CORS). The HARN coordinates for these stations are available EZ2410.upon request. Contact Gary Thompson(919-733-3836). EZ2410. EZ2410.In addition, the published North Carolina positions EZ2410.(NAD 83 (1986)) are NOT consistent with those determined in EZ2410.adjacent state readjustments. The discontinuity between stations EZ2410.located in North Carolina and those in adjacent states EZ2410.which have been adjusted to the HARN may be as much as 5 EZ2410.decimeters. This will result in a significant loss of accuracy EZ2410.over lines crossing such state borders. EZ2410 EZ2410 EZ2410.The horizontal coordinates were established by classical geodetic methods EZ2410.and adjusted by the National Geodetic Survey in July 1986. EZ2410 EZ2410.The orthometric height was determined by differential leveling EZ2410.and adjusted by the National Geodetic Survey in June 1991. EZ2410 EZ2410.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2410 EZ2410.The geoid height was determined by GEOID03. EZ2410 EZ2410.The dynamic height is computed by dividing the NAVD 88 EZ2410.geopotential number by the normal gravity value computed on the EZ2410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2410.degrees latitude (g = 980.6199 gals.). EZ2410 EZ2410.The modeled gravity was interpolated from observed gravity values. EZ2410 EZ2410; North East Units Scale Factor Converg. EZ2410;SPC NC - 244,011.133 661,675.687 MT 0.99994636 +0 19 59.3 EZ2410;SPC NC - 800,559.86 2,170,847.65 sFT 0.99994636 +0 19 59.3 EZ2410;UTM 17 - 3,981,279.820 732,454.211 MT 1.00026587 +1 30 49.1 EZ2410 EZ2410! - Elev Factor x Scale Factor = Combined Factor EZ2410!SPC NC - 0.99998604 x 0.99994636 = 0.99993240 EZ2410!UTM 17 - 0.99998604 x 1.00026587 = 1.00025191 EZ2410 EZ2410: Primary Azimuth Mark Grid Az EZ2410:SPC NC - BARHAM 147 23 38.2 EZ2410:UTM 17 - BARHAM 146 12 48.4 EZ2410 EZ2410|---------------------------------------------------------------------| EZ2410| PID Reference Object Distance Geod. Az | EZ2410| dddmmss.s | EZ2410| EZ2409 BARHAM APPROX. 0.8 KM 1474337.5 | EZ2410|---------------------------------------------------------------------| EZ2410 EZ2410 SUPERSEDED SURVEY CONTROL EZ2410 EZ2410 NAD 27 - 35 56 53.17850(N) 078 25 23.03993(W) AD( ) 2 EZ2410 NGVD 29 (??/??/92) 122.592 (m) 402.20 (f) ADJ UNCH 2 2 EZ2410 EZ2410.Superseded values are not recommended for survey control. EZ2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2410.See file dsdata.txt to determine how the superseded data were derived. EZ2410 EZ2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3245481280(NAD 83) EZ2410_MARKER: DE = TRAVERSE STATION DISK EZ2410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2410_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2410_STAMPING: CROSSROADS 1976 EZ2410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2410+STABILITY: SURFACE MOTION EZ2410 EZ2410 HISTORY - Date Condition Report By EZ2410 HISTORY - 1976 MONUMENTED NCGS EZ2410 HISTORY - 1976 GOOD NCGS EZ2410 HISTORY - 1987 GOOD USPSQD EZ2410 EZ2410 STATION DESCRIPTION EZ2410 EZ2410'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2410'CROSSROADS IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ2410'ESTABLISHED IN THE VICINITY OF ROLESVILLE, NORTH CAROLINA. EZ2410' EZ2410'CROSSROADS IS LOCATED APPROXIMATELY 2.6 MILES NORTHEAST OF EZ2410'ROLESVILLE AND 5.3 MILES ESE OF WAKE FOREST. THE STATION IS EZ2410'AT THE INTERSECTION OF U.S. 401 WITH NC 96 2.7 MILES NORTHEAST EZ2410'OF ROLESVILLE IN THE WEST QUADRANT OF THE CROSSROADS AND EZ2410'APPROXIMATELY 250 FEET SSW OF AND ACROSS NC 96 FROM E. NORRIS EZ2410'BAILEYS GROCERY STORE AND GAS STATION. EZ2410' EZ2410'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2410'CROSSROADS 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ2410'OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ2410' EZ2410'MARK IS 39.2 FT WNW OF C/L OF U.S. 401 EZ2410' EZ2410'141.7 FT SSW OF C/L OF NC 96 EZ2410' EZ2410'127.6 FT SW OF C/L CROSSROADS INTERSECTION EZ2410' EZ2410'6.7 FT N OF 24 INCH PINE WITH ALUMINUM REF. TAG EZ2410' EZ2410'27.4 FT ENE OF 10 INCH PINE WITH ALUMINUM REF. TAG EZ2410' EZ2410'79.2 FT WNW OF CENTER OF TOP OF CONCRETE PIPE (EAST SIDE OF EZ2410'U.S. 401) EZ2410 EZ2410 STATION RECOVERY (1976) EZ2410 EZ2410'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2410'2.6 MI NE FROM ROLESVILLE. EZ2410'STATION IS AT THE INTERSECTION OF US 401 WITH NC 96 NORTHEAST OF EZ2410'ROLESVILLE, IN THE WEST QUADRANT OF THE CROSSROADS, AND APPROXIMATELY EZ2410'250 FEET SSW OF AND ACROSS NC 96 FROM E. NORRIS BAILEYS GROCERY STORE EZ2410'AND GAS STATION. 39.2 FT. WNW OF C/L OF US 401, 141.7 FT. SSW OF C/L EZ2410'OF NC 96, 127.6 FT. SW OF C/L OF CROSSROADS INTERSECTION, 6.7 FT. N OF EZ2410'24 INCH PINE WITH ALUMINUM REF. TAG, 27.4 FT. ENE OF 10 INCH PINE WITH EZ2410'ALUMINUM REF. TAG, AND 79.2 FT. WNW OF CENTER OF TOP OF CONCRETE PIPE EZ2410'(EAST SIDE OF US 401). DISK IS SET IN CONCRETE CYLINDER, 1 INCH BELOW EZ2410'THE SURFACE OF THE GROUND. EZ2410 EZ2410 STATION RECOVERY (1987) EZ2410 EZ2410'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ2410'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2211 *********************************************************************** EZ2211 DESIGNATION - CROW EZ2211 PID - EZ2211 EZ2211 STATE/COUNTY- NC/WAKE EZ2211 USGS QUAD - GARNER (1993) EZ2211 EZ2211 *CURRENT SURVEY CONTROL EZ2211 ___________________________________________________________________ EZ2211* NAD 83(1986)- 35 41 54.01471(N) 078 36 39.38050(W) ADJUSTED EZ2211* NAVD 88 - 102.723 (meters) 337.02 (feet) POSTED EZ2211 ___________________________________________________________________ EZ2211 LAPLACE CORR- -7.44 (seconds) DEFLEC99 EZ2211 GEOID HEIGHT- -33.21 (meters) GEOID03 EZ2211 DYNAMIC HT - 102.630 (meters) 336.71 (feet) COMP EZ2211 MODELED GRAV- 979,749.4 (mgal) NAVD 88 EZ2211 EZ2211 HORZ ORDER - SECOND EZ2211 VERT ORDER - * POSTED, Code F , SEE BELOW EZ2211 EZ2211.The North Carolina HARNS have been completed but, EZ2211.due to contractual restrictions, coordinates for these stations EZ2211.will NOT be published in the near future. In the interim, the EZ2211.published coordinates in North Carolina will not be EZ2211.consistent with the Continuously Operating Reference Stations EZ2211.(CORS). The HARN coordinates for these stations are available EZ2211.upon request. Contact Gary Thompson(919-733-3836). EZ2211. EZ2211.In addition, the published North Carolina positions EZ2211.(NAD 83 (1986)) are NOT consistent with those determined in EZ2211.adjacent state readjustments. The discontinuity between stations EZ2211.located in North Carolina and those in adjacent states EZ2211.which have been adjusted to the HARN may be as much as 5 EZ2211.decimeters. This will result in a significant loss of accuracy EZ2211.over lines crossing such state borders. EZ2211 EZ2211 EZ2211.The horizontal coordinates were established by classical geodetic methods EZ2211.and adjusted by the National Geodetic Survey in July 1986. EZ2211 EZ2211.The orthometric height was determined by differential leveling EZ2211.and adjusted by the National Geodetic Survey in 1992. EZ2211.* This is a POSTED BENCH MARK height. Code F indicates a distribution EZ2211.rate greater than 8.0 mm/km. EZ2211 EZ2211.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2211 EZ2211.The geoid height was determined by GEOID03. EZ2211 EZ2211.The dynamic height is computed by dividing the NAVD 88 EZ2211.geopotential number by the normal gravity value computed on the EZ2211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2211.degrees latitude (g = 980.6199 gals.). EZ2211 EZ2211.The modeled gravity was interpolated from observed gravity values. EZ2211 EZ2211; North East Units Scale Factor Converg. EZ2211;SPC NC - 216,200.783 644,809.992 MT 0.99990288 +0 13 28.4 EZ2211;SPC NC - 709,318.74 2,115,514.12 sFT 0.99990288 +0 13 28.4 EZ2211;UTM 17 - 3,953,121.054 716,157.581 MT 1.00017580 +1 23 40.6 EZ2211 EZ2211! - Elev Factor x Scale Factor = Combined Factor EZ2211!SPC NC - 0.99998909 x 0.99990288 = 0.99989197 EZ2211!UTM 17 - 0.99998909 x 1.00017580 = 1.00016489 EZ2211 EZ2211: Primary Azimuth Mark Grid Az EZ2211:SPC NC - MCLAMB 150 46 59.8 EZ2211:UTM 17 - MCLAMB 149 36 47.6 EZ2211 EZ2211|---------------------------------------------------------------------| EZ2211| PID Reference Object Distance Geod. Az | EZ2211| dddmmss.s | EZ2211| EZ2212 MCLAMB APPROX. 1.1 KM 1510028.2 | EZ2211| EZ2210 SALON 305.135 METERS 33934 | EZ2211|---------------------------------------------------------------------| EZ2211 EZ2211 SUPERSEDED SURVEY CONTROL EZ2211 EZ2211 NAD 27 - 35 41 53.46303(N) 078 36 40.36717(W) AD( ) 2 EZ2211 NGVD 29 (??/??/92) 102.982 (m) 337.87 (f) ADJ UNCH 2 2 EZ2211 EZ2211.Superseded values are not recommended for survey control. EZ2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2211.See file dsdata.txt to determine how the superseded data were derived. EZ2211 EZ2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1615853121(NAD 83) EZ2211_MARKER: DE = TRAVERSE STATION DISK EZ2211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2211_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2211_STAMPING: CROW 1968 EZ2211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2211+STABILITY: SURFACE MOTION EZ2211_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ2211+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2005 EZ2211 EZ2211 HISTORY - Date Condition Report By EZ2211 HISTORY - 1968 MONUMENTED NCGS EZ2211 HISTORY - 1976 GOOD NCGS EZ2211 HISTORY - 1978 GOOD NCGS EZ2211 HISTORY - 1987 GOOD USPSQD EZ2211 HISTORY - 1989 GOOD USPSQD EZ2211 HISTORY - 20021112 GOOD USPSQD EZ2211 HISTORY - 20040523 GOOD USPSQD EZ2211 HISTORY - 20050528 GOOD USPSQD EZ2211 EZ2211 STATION DESCRIPTION EZ2211 EZ2211'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EZ2211'CROW IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2211'IN THE VICINITY OF CLAYTON, NORTH CAROLINA. EZ2211' EZ2211'CROW IS LOCATED APPROXIMATELY 0.8 MILES SOUTHWEST OF THE EZ2211'CENTER OF GARNER. TO REACH STATION PROCEED FROM THE EZ2211'INTERSECTION OF NC 50 WITH U.S. 70 IN GARNER, GO SOUTH ON EZ2211'NC 50 FOR 0.75 MILES TO INTERSECTION OF LAKESIDE DR. AND EZ2211'STATION. WHICH IS IN THE SOUTHWEST QUADRANT OF INTERSECTION, EZ2211'ABOUT 250 FEET NORTHEAST OF ENTRANCE TO FIRST PRESBYTERIAN EZ2211'CHURCH. EZ2211' EZ2211'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2211'CROW 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2211'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2211' EZ2211'MARK IS EZ2211' EZ2211'33.0 FT WSW OF C/L OF NC 50 EZ2211' EZ2211'21.0 FT SSE OF C/L OF LAKESIDE DR. EZ2211' EZ2211'3.7 FT SE OF POWER LINE ANCHOR POLE IN SW QUADRANT OF EZ2211'INTERSECTION, WITH ALUMINUM REF. TAG EZ2211' EZ2211'49.0 FT N OF 8 INCH PINE WITH ALUMINUM REF. TAG IN SW EZ2211'QUADRANT OF INTERSECTION EZ2211' EZ2211'66.6 FT SE OF PP WITH ALUMINUM REF. TAG ON N SIDE OF LAKESIDE DR. EZ2211' EZ2211'84.4 FT SW OF FIRE HYDRANT IN NE QUADRANT OF INTERSECTION EZ2211' EZ2211'38.0 FT SSE OF CONCRETE POST WITH LAKESIDE DR. SIGN IN EZ2211'NORTHWEST QUADRANT OF INTERSECTION EZ2211 EZ2211 STATION RECOVERY (1976) EZ2211 EZ2211'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2211'IN GARNER. EZ2211'TO REACH STATION FROM THE NC 50 OVERPASS OF US 70 IN GARNER, PROCEED EZ2211'SOUTH ALONG NC 50 FOR 0.6 MILE TO SOUTHERNMOST INTERSECTION WITH EZ2211'LAKESIDE DRIVE AND STATION ON RIGHT IN SOUTHWEST QUADRANT OF THE EZ2211'CROSSROADS. 33.0 FT. WSW OF CENTERLINE OF NC 50, 21.0 FT. SSE OF EZ2211'CENTERLINE OF LAKESIDE DR., 3.7 FT. SE OF POWER LINE ANCHOR POLE WITH EZ2211'ALUMINUM REF. TAG., 48.2 FT. N OF 8 INCH PINE WITH ALUMINUM REF. TAG, EZ2211'66.6 FT. SE OF POWER POLE WITH ALUMINUM REF. TAG ON NORTH SIDE OF EZ2211'LAKESIDE DR., 84.4 FT. SW OF FIRE HYDRANT IN NORTHEAST QUADRANT OF EZ2211'INTERSECTION AND 38.0 FT. SSE OF CONCRETE POST WITH LAKESIDE DR. SIGN EZ2211'IN NORTHWEST QUADRANT OF INTERSECTION. DISK IS SET IN CONCRETE EZ2211'CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND. EZ2211 EZ2211 STATION RECOVERY (1978) EZ2211 EZ2211'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (CEH) EZ2211'THE STATION WAS RECOVERED IN GOOD CONDITION. A COMPLETE NEW EZ2211'DESCRIPTION FOLLOWS. EZ2211' EZ2211'THE STATION IS LOCATED AT THE SOUTH EDGE OF GARNER. EZ2211' EZ2211'TO REACH THE STATION FROM THE NC 50 OVERPASS OF US 70 IN GARNER, EZ2211'PROCEED SOUTH ALONG NC 50 FOR 0.6 MILE TO SOUTHERNMOST INTERSECTION EZ2211'WITH LAKESIDE DRIVE AND STATION ON RIGHT IN SOUTHWEST QUADRANT OF THE EZ2211'CROSSROADS. EZ2211' EZ2211'STATION MARK IS A STANDARD DISK STAMPED---CROW 1968---SET IN THE TOP EZ2211'OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE. THE EZ2211'MARK IS 33.0 FEET WEST-SOUTHWEST OF CENTERLINE OF NC 50, 21.0 FEET EZ2211'SOUTH-SOUTHEAST OF CENTERLINE OF LAKESIDE DRIVE, 3.7 FEET SOUTHEAST OF EZ2211'POWER LINE ANCHOR POLE WITH REFERENCE TAG, 48.2 FEET NORTH OF 8 INCH EZ2211'PINE WITH REFERENCE TAG, 66.6 FEET SOUTHEAST OF POWER POLE WITH EZ2211'REFERENCE TAG ON NORTH SIDE OF LAKESIDE DRIVE, 84.4 FEET SOUTHWEST OF EZ2211'FIRE HYDRANT IN NORTHEAST QUADRANT OF INTERSECTION, 38.0 FEET SOUTH- EZ2211'SOUTHEAST OF CONCRETE POST WITH--LAKESIDE DRIVE--SIGN IN NORTHWEST EZ2211'QUADRANT OF INTERSECTION. EZ2211 EZ2211 STATION RECOVERY (1987) EZ2211 EZ2211'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ2211'RECOVERED IN GOOD CONDITION. EZ2211 EZ2211 STATION RECOVERY (1989) EZ2211 EZ2211'RECOVERY NOTE BY US POWER SQUADRON 1989 (WCB) EZ2211'RECOVERED IN GOOD CONDITION. EZ2211 EZ2211 STATION RECOVERY (2002) EZ2211 EZ2211'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM) EZ2211'RECOVERED AS DESCRIBED EZ2211 EZ2211 STATION RECOVERY (2004) EZ2211 EZ2211'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ2211'RECOVERED IN GOOD CONDITION. EZ2211 EZ2211 STATION RECOVERY (2005) EZ2211 EZ2211'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ2211'N35 41.899 EZ2211'W078 36.655 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2154 *********************************************************************** EZ2154 DESIGNATION - CROWN EZ2154 PID - EZ2154 EZ2154 STATE/COUNTY- NC/WAKE EZ2154 USGS QUAD - CARY (1993) EZ2154 EZ2154 *CURRENT SURVEY CONTROL EZ2154 ___________________________________________________________________ EZ2154* NAD 83(1986)- 35 48 05.96899(N) 078 52 16.15844(W) ADJUSTED EZ2154* NAVD 88 - 124.013 (meters) 406.87 (feet) ADJUSTED EZ2154 ___________________________________________________________________ EZ2154 LAPLACE CORR- -5.74 (seconds) DEFLEC99 EZ2154 GEOID HEIGHT- -31.94 (meters) GEOID03 EZ2154 DYNAMIC HT - 123.908 (meters) 406.52 (feet) COMP EZ2154 MODELED GRAV- 979,786.1 (mgal) NAVD 88 EZ2154 EZ2154 HORZ ORDER - SECOND EZ2154 VERT ORDER - SECOND CLASS II EZ2154 EZ2154.The North Carolina HARNS have been completed but, EZ2154.due to contractual restrictions, coordinates for these stations EZ2154.will NOT be published in the near future. In the interim, the EZ2154.published coordinates in North Carolina will not be EZ2154.consistent with the Continuously Operating Reference Stations EZ2154.(CORS). The HARN coordinates for these stations are available EZ2154.upon request. Contact Gary Thompson(919-733-3836). EZ2154. EZ2154.In addition, the published North Carolina positions EZ2154.(NAD 83 (1986)) are NOT consistent with those determined in EZ2154.adjacent state readjustments. The discontinuity between stations EZ2154.located in North Carolina and those in adjacent states EZ2154.which have been adjusted to the HARN may be as much as 5 EZ2154.decimeters. This will result in a significant loss of accuracy EZ2154.over lines crossing such state borders. EZ2154 EZ2154 EZ2154.The horizontal coordinates were established by classical geodetic methods EZ2154.and adjusted by the National Geodetic Survey in July 1986. EZ2154 EZ2154.The orthometric height was determined by differential leveling EZ2154.and adjusted by the National Geodetic Survey in June 1991. EZ2154 EZ2154.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2154 EZ2154.The geoid height was determined by GEOID03. EZ2154 EZ2154.The dynamic height is computed by dividing the NAVD 88 EZ2154.geopotential number by the normal gravity value computed on the EZ2154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2154.degrees latitude (g = 980.6199 gals.). EZ2154 EZ2154.The modeled gravity was interpolated from observed gravity values. EZ2154 EZ2154; North East Units Scale Factor Converg. EZ2154;SPC NC - 227,602.194 621,246.417 MT 0.99991854 +0 04 27.7 EZ2154;SPC NC - 746,724.86 2,038,205.95 sFT 0.99991854 +0 04 27.7 EZ2154;UTM 17 - 3,964,040.860 692,361.109 MT 1.00005598 +1 14 44.6 EZ2154 EZ2154! - Elev Factor x Scale Factor = Combined Factor EZ2154!SPC NC - 0.99998555 x 0.99991854 = 0.99990409 EZ2154!UTM 17 - 0.99998555 x 1.00005598 = 1.00004153 EZ2154 EZ2154: Primary Azimuth Mark Grid Az EZ2154:SPC NC - FOX 352 56 21.1 EZ2154:UTM 17 - FOX 351 46 04.2 EZ2154 EZ2154|---------------------------------------------------------------------| EZ2154| PID Reference Object Distance Geod. Az | EZ2154| dddmmss.s | EZ2154| EZ2155 SPOT 331.310 METERS 01721 | EZ2154| EZ2153 RUSSELL APPROX. 0.5 KM 1734848.3 | EZ2154| EZ5428 FOX APPROX. 1.1 KM 3530048.8 | EZ2154|---------------------------------------------------------------------| EZ2154 EZ2154 SUPERSEDED SURVEY CONTROL EZ2154 EZ2154 NAD 27 - 35 48 05.43278(N) 078 52 17.13876(W) AD( ) 2 EZ2154 NGVD 29 (??/??/92) 124.267 (m) 407.70 (f) ADJ UNCH 2 2 EZ2154 EZ2154.Superseded values are not recommended for survey control. EZ2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2154.See file dsdata.txt to determine how the superseded data were derived. EZ2154 EZ2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9236164041(NAD 83) EZ2154_MARKER: DE = TRAVERSE STATION DISK EZ2154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2154_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2154_STAMPING: CROWN 1961 EZ2154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2154+STABILITY: SURFACE MOTION EZ2154 EZ2154 HISTORY - Date Condition Report By EZ2154 HISTORY - 1961 MONUMENTED NCGS EZ2154 HISTORY - 1975 GOOD NCGS EZ2154 EZ2154 STATION DESCRIPTION EZ2154 EZ2154'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ2154'CROWN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2154'IN THE VICINITY OF DURHAM, NORTH CAROLINA. EZ2154' EZ2154'CROWN IS LOCATED APPROXIMATELY 1.2 MILES SOUTH OF CARPENTER, EZ2154'N. C. AND 3.0 MILES SW OF MORRISVILLE, N. C. TO REACH STATION EZ2154'PROCEED FROM THE INTERSECTION OF SR 1621 AND NC 55. GO SOUTH EZ2154'FOR .05 MILE TO STATION. THE STATION IS LOCATED ON THE EAST EZ2154'SHOULDER OF NC 55. SOUTHEAST OF BRICK HOUSE. WEST OF EZ2154'CULTIVATED FIELD AND 0.1 MILE NORTH OF CROWN SERVICE STATION. EZ2154' EZ2154'STATION MARK IS A PRECAST MONUMENT WITH A N. C. TRAVERSE DISK EZ2154'SET IN THE TOP, STAMPED CROWN 1961, WHICH IS 6 INCHES BELOW THE EZ2154'SURFACE OF THE GROUND. EZ2154' EZ2154'MARK IS EZ2154' EZ2154'14.8 FT E OF C/L OF NC 55 EZ2154' EZ2154'263.0 FT N OF 4X4 CROSS ROADS SIGN WITH ALUMINUM REF. TAG EZ2154' EZ2154'242.0 FT S OF C/L OF DRIVEWAY TO BRICK HOUSE EZ2154' EZ2154'122.7 FT NE OF TP WITH ALUMINUM REF. TAG WEST OF HIGHWAY IN EZ2154'CULTIVATED FIELD EZ2154 EZ2154 STATION RECOVERY (1975) EZ2154 EZ2154'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EZ2154'1.2 MI S FROM CARPENTER. EZ2154'STATION IS LOCATED 5.0 MILES NORTH OF APEX. TO REACH STATION FROM THE EZ2154'INTERSECTION OF NC 55 WITH SR 1623 AT CARPENTER, PROCEED SOUTH ALONG EZ2154'NC 55 FOR 1.25 MILES TO STATION ON LEFT SHOULDER OF HIGHWAY. 0.05 MILE EZ2154'SOUTH OF INTERSECTION WITH SR 1621. 14.8 FT. E OF CENTERLINE OF NC EZ2154'55, 242.0 FT. S OF CENTERLINE OF DRIVEWAY TO BRICK HOUSE AND 51.1 FT. EZ2154'ENE OF TELEPHONE JUNCTION BOX. DISK IS SET IN THE TOP OF A CONCRETE EZ2154'CYLINDER, 6 INCHES BELOW THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7390 *********************************************************************** AE7390 DESIGNATION - CROWN PK NAIL AE7390 PID - AE7390 AE7390 STATE/COUNTY- NC/WAKE AE7390 USGS QUAD - BAYLEAF (1987) AE7390 AE7390 *CURRENT SURVEY CONTROL AE7390 ___________________________________________________________________ AE7390* NAD 83(1986)- 35 54 08.94498(N) 078 40 51.69741(W) ADJUSTED AE7390* NAVD 88 - 146.0 (meters) 479. (feet) VERTCON AE7390 ___________________________________________________________________ AE7390 LAPLACE CORR- -6.91 (seconds) DEFLEC99 AE7390 GEOID HEIGHT- -32.42 (meters) GEOID03 AE7390 AE7390 HORZ ORDER - SECOND AE7390 AE7390.The North Carolina HARNS have been completed but, AE7390.due to contractual restrictions, coordinates for these stations AE7390.will NOT be published in the near future. In the interim, the AE7390.published coordinates in North Carolina will not be AE7390.consistent with the Continuously Operating Reference Stations AE7390.(CORS). The HARN coordinates for these stations are available AE7390.upon request. Contact Gary Thompson(919-733-3836). AE7390. AE7390.In addition, the published North Carolina positions AE7390.(NAD 83 (1986)) are NOT consistent with those determined in AE7390.adjacent state readjustments. The discontinuity between stations AE7390.located in North Carolina and those in adjacent states AE7390.which have been adjusted to the HARN may be as much as 5 AE7390.decimeters. This will result in a significant loss of accuracy AE7390.over lines crossing such state borders. AE7390 AE7390 AE7390.The horizontal coordinates were established by classical geodetic methods AE7390.and adjusted by the National Geodetic Survey in March 1998. AE7390 AE7390.The NAVD 88 height was computed by applying the VERTCON shift value to AE7390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7390 AE7390.The Laplace correction was computed from DEFLEC99 derived deflections. AE7390 AE7390.The geoid height was determined by GEOID03. AE7390 AE7390; North East Units Scale Factor Converg. AE7390;SPC NC - 238,827.435 638,394.497 MT 0.99993697 +0 11 02.8 AE7390;SPC NC - 783,553.01 2,094,465.95 sFT 0.99993697 +0 11 02.8 AE7390;UTM 17 - 3,975,616.980 709,278.519 MT 1.00013971 +1 21 37.3 AE7390 AE7390! - Elev Factor x Scale Factor = Combined Factor AE7390!SPC NC - 0.99998217 x 0.99993697 = 0.99991914 AE7390!UTM 17 - 0.99998217 x 1.00013971 = 1.00012188 AE7390 AE7390 SUPERSEDED SURVEY CONTROL AE7390 AE7390 NGVD 29 (03/10/98) 146.3 (m) 480. (f) VERT ANG AE7390 AE7390.Superseded values are not recommended for survey control. AE7390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7390.See file dsdata.txt to determine how the superseded data were derived. AE7390 AE7390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0927975617(NAD 83) AE7390 AE7390 HISTORY - Date Condition Report By AE7390 HISTORY - 1992 FIRST OBSERVED NCGS AE7390 AE7390 STATION DESCRIPTION AE7390 AE7390'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (EWB) AE7390'STATION IS LOCATED IN NORTHWEST RALEIGH. AT THE INTERSECTION OF NC 50 AE7390'(CREEDMOOR ROAD) AND STRICKLAND ROAD, IN THE NORTHEAST QUADRANT. MARK AE7390'IS A PK NAIL SET IN THE CURB. LOCATED 18.2 FT (5.5 M) EAST OF THE AE7390'CENTERLINE OF THE NORTH BOUND LANE, 89.5 FT (27.3 M) WEST OF THE AE7390'NORTHWEST CORNER OF A CROWN CONVENIENCE STORE, AND 32.2 FT (9.8 M) AE7390'NORTH OF THE CENTER OF AN ASPHALT DRIVEWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2219 *********************************************************************** EZ2219 DESIGNATION - CRUMPLER EZ2219 PID - EZ2219 EZ2219 STATE/COUNTY- NC/WAKE EZ2219 USGS QUAD - GARNER (1993) EZ2219 EZ2219 *CURRENT SURVEY CONTROL EZ2219 ___________________________________________________________________ EZ2219* NAD 83(1986)- 35 38 58.75941(N) 078 36 54.08369(W) ADJUSTED EZ2219* NAVD 88 - 89.712 (meters) 294.33 (feet) ADJUSTED EZ2219 ___________________________________________________________________ EZ2219 LAPLACE CORR- -7.31 (seconds) DEFLEC99 EZ2219 GEOID HEIGHT- -33.25 (meters) GEOID03 EZ2219 DYNAMIC HT - 89.633 (meters) 294.07 (feet) COMP EZ2219 MODELED GRAV- 979,750.9 (mgal) NAVD 88 EZ2219 EZ2219 HORZ ORDER - SECOND EZ2219 VERT ORDER - SECOND CLASS II EZ2219 EZ2219.The North Carolina HARNS have been completed but, EZ2219.due to contractual restrictions, coordinates for these stations EZ2219.will NOT be published in the near future. In the interim, the EZ2219.published coordinates in North Carolina will not be EZ2219.consistent with the Continuously Operating Reference Stations EZ2219.(CORS). The HARN coordinates for these stations are available EZ2219.upon request. Contact Gary Thompson(919-733-3836). EZ2219. EZ2219.In addition, the published North Carolina positions EZ2219.(NAD 83 (1986)) are NOT consistent with those determined in EZ2219.adjacent state readjustments. The discontinuity between stations EZ2219.located in North Carolina and those in adjacent states EZ2219.which have been adjusted to the HARN may be as much as 5 EZ2219.decimeters. This will result in a significant loss of accuracy EZ2219.over lines crossing such state borders. EZ2219 EZ2219 EZ2219.The horizontal coordinates were established by classical geodetic methods EZ2219.and adjusted by the National Geodetic Survey in July 1986. EZ2219 EZ2219.The orthometric height was determined by differential leveling EZ2219.and adjusted by the National Geodetic Survey in June 1991. EZ2219 EZ2219.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2219 EZ2219.The geoid height was determined by GEOID03. EZ2219 EZ2219.The dynamic height is computed by dividing the NAVD 88 EZ2219.geopotential number by the normal gravity value computed on the EZ2219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2219.degrees latitude (g = 980.6199 gals.). EZ2219 EZ2219.The modeled gravity was interpolated from observed gravity values. EZ2219 EZ2219; North East Units Scale Factor Converg. EZ2219;SPC NC - 210,798.509 644,461.330 MT 0.99989664 +0 13 19.9 EZ2219;SPC NC - 691,594.77 2,114,370.21 sFT 0.99989664 +0 13 19.9 EZ2219;UTM 17 - 3,947,711.301 715,919.159 MT 1.00017454 +1 23 26.0 EZ2219 EZ2219! - Elev Factor x Scale Factor = Combined Factor EZ2219!SPC NC - 0.99999114 x 0.99989664 = 0.99988778 EZ2219!UTM 17 - 0.99999114 x 1.00017454 = 1.00016568 EZ2219 EZ2219: Primary Azimuth Mark Grid Az EZ2219:SPC NC - BRYAN 011 14 02.8 EZ2219:UTM 17 - BRYAN 010 03 56.7 EZ2219 EZ2219|---------------------------------------------------------------------| EZ2219| PID Reference Object Distance Geod. Az | EZ2219| dddmmss.s | EZ2219| EZ2218 BRYAN APPROX. 0.9 KM 0112722.7 | EZ2219| EZ5230 BUSTER 442.945 METERS 1755422.1 | EZ2219|---------------------------------------------------------------------| EZ2219 EZ2219 SUPERSEDED SURVEY CONTROL EZ2219 EZ2219 NAD 27 - 35 38 58.20643(N) 078 36 55.06357(W) AD( ) 2 EZ2219 NGVD 29 (??/??/92) 89.957 (m) 295.13 (f) ADJ UNCH 2 2 EZ2219 EZ2219.Superseded values are not recommended for survey control. EZ2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2219.See file dsdata.txt to determine how the superseded data were derived. EZ2219 EZ2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1591947711(NAD 83) EZ2219_MARKER: DE = TRAVERSE STATION DISK EZ2219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2219_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2219_STAMPING: CRUMPLER 1968 EZ2219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2219+STABILITY: SURFACE MOTION EZ2219_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ2219+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2005 EZ2219 EZ2219 HISTORY - Date Condition Report By EZ2219 HISTORY - 1968 MONUMENTED NCGS EZ2219 HISTORY - 1976 GOOD NCGS EZ2219 HISTORY - 1987 GOOD USPSQD EZ2219 HISTORY - 20050528 GOOD USPSQD EZ2219 EZ2219 STATION DESCRIPTION EZ2219 EZ2219'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EZ2219'CRUMPLER IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ2219'ESTABLISHED IN THE VICINITY OF CLAYTON, NORTH CAROLINA. EZ2219' EZ2219'CRUMPLER IS LOCATED APPROXIMATELY 4.0 MILES SSW OF THE CENTER EZ2219'OF GARNER. TO REACH STATION PROCEED FROM THE INTERSECTION OF EZ2219'NC 50 WITH U.S. 70 IN GARNER, GO SOUTH ON NC 50 FOR 4.2 MILES EZ2219'TO STATION. WHICH IS ON THE WEST BANK OF NC 50 IN CURVE ON EZ2219'THE NORTH SLOPE OF CUT (ABOUT 6 FOOT HIGHER THAN HIGHWAY), 0.85 EZ2219'MILES SOUTH OF BRIDGE OVER SWIFT CREEK, 0.5 MILES NORTH OF EZ2219'INTERSECTION OF SR 2731 AND UNDER POWER LINE. EZ2219' EZ2219'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2219'CRUMPLER 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2219'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2219' EZ2219'MARK IS EZ2219' EZ2219'35.0 FT W OF C/L OF NC 50 EZ2219' EZ2219'15.0 FT N OF PP WITH ALUMINUM REF. TAG ON W BANK OF NC 50 EZ2219' EZ2219'14.8 FT E OF 8 INCH PINE WITH ALUMINUM REF. TAG ON W SIDE OF NC 50 EZ2219' EZ2219'19.7 FT SE OF 6 INCH POPLAR WITH ALUMINUM REF. TAG ON W SIDE OF EZ2219'NC 50 EZ2219' EZ2219'6.0 FT W OF E EDGE OF CUT EZ2219 EZ2219 STATION RECOVERY (1976) EZ2219 EZ2219'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2219'4.0 MI S FROM GARNER. EZ2219'TO REACH STATION FROM THE NC 50 BRIDGE OVER SWIFT CREEK AT LAKE BENSON EZ2219'DAM, PROCEED SOUTH ALONG NC 50 FOR 0.85 MILE TO STATION ON RIGHT ON EZ2219'NORTH SLOPE OF A CUT BANK, 0.5 MILE NORTH OF Y INTERSECTION WITH SR EZ2219'2731. 35.0 FT. W OF CENTERLINE OF NC 50, 6.0 FT. W OF EAST EDGE OF EZ2219'CUT, 15.0 FT. N OF POWER POLE WITH ALUMINUM REF. TAG ON WEST BANK OF EZ2219'NC 50, 14.8 FT. E OF 8 INCH PINE WITH ALUMINUM REF. TAG ON WEST SIDE EZ2219'OF NC 50, 19.7 FT. SE OF 6 INCH POPLAR WITH ALUMINUM REF. TAG ON WEST EZ2219'SIDE OF NC 50 AND 65.5 FT. SSW OF SOUTH END OF GUARD RAIL. DISK IS SET EZ2219'IN CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 6 EZ2219'FEET HIGHER THAN HIGHWAY. EZ2219 EZ2219 STATION RECOVERY (1987) EZ2219 EZ2219'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ2219'RECOVERED IN GOOD CONDITION. EZ2219 EZ2219 STATION RECOVERY (2005) EZ2219 EZ2219'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ2219'N 35 38.980 EZ2219'W 078 36.902 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2400 *********************************************************************** EZ2400 DESIGNATION - CULTIVATE EZ2400 PID - EZ2400 EZ2400 STATE/COUNTY- NC/WAKE EZ2400 USGS QUAD - BUNN WEST (1973) EZ2400 EZ2400 *CURRENT SURVEY CONTROL EZ2400 ___________________________________________________________________ EZ2400* NAD 83(1986)- 35 54 21.51783(N) 078 22 21.96303(W) ADJUSTED EZ2400* NAVD 88 - 96.343 (meters) 316.09 (feet) ADJUSTED EZ2400 ___________________________________________________________________ EZ2400 LAPLACE CORR- -5.98 (seconds) DEFLEC99 EZ2400 GEOID HEIGHT- -33.69 (meters) GEOID03 EZ2400 DYNAMIC HT - 96.259 (meters) 315.81 (feet) COMP EZ2400 MODELED GRAV- 979,760.5 (mgal) NAVD 88 EZ2400 EZ2400 HORZ ORDER - SECOND EZ2400 VERT ORDER - SECOND CLASS II EZ2400 EZ2400.The North Carolina HARNS have been completed but, EZ2400.due to contractual restrictions, coordinates for these stations EZ2400.will NOT be published in the near future. In the interim, the EZ2400.published coordinates in North Carolina will not be EZ2400.consistent with the Continuously Operating Reference Stations EZ2400.(CORS). The HARN coordinates for these stations are available EZ2400.upon request. Contact Gary Thompson(919-733-3836). EZ2400. EZ2400.In addition, the published North Carolina positions EZ2400.(NAD 83 (1986)) are NOT consistent with those determined in EZ2400.adjacent state readjustments. The discontinuity between stations EZ2400.located in North Carolina and those in adjacent states EZ2400.which have been adjusted to the HARN may be as much as 5 EZ2400.decimeters. This will result in a significant loss of accuracy EZ2400.over lines crossing such state borders. EZ2400 EZ2400 EZ2400.The horizontal coordinates were established by classical geodetic methods EZ2400.and adjusted by the National Geodetic Survey in July 1986. EZ2400 EZ2400.The orthometric height was determined by differential leveling EZ2400.and adjusted by the National Geodetic Survey in June 1991. EZ2400 EZ2400.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2400 EZ2400.The geoid height was determined by GEOID03. EZ2400 EZ2400.The dynamic height is computed by dividing the NAVD 88 EZ2400.geopotential number by the normal gravity value computed on the EZ2400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2400.degrees latitude (g = 980.6199 gals.). EZ2400 EZ2400.The modeled gravity was interpolated from observed gravity values. EZ2400 EZ2400; North East Units Scale Factor Converg. EZ2400;SPC NC - 239,347.530 666,217.962 MT 0.99993766 +0 21 43.3 EZ2400;SPC NC - 785,259.35 2,185,750.10 sFT 0.99993766 +0 21 43.3 EZ2400;UTM 17 - 3,976,709.205 737,093.125 MT 1.00029272 +1 32 29.3 EZ2400 EZ2400! - Elev Factor x Scale Factor = Combined Factor EZ2400!SPC NC - 0.99999017 x 0.99993766 = 0.99992783 EZ2400!UTM 17 - 0.99999017 x 1.00029272 = 1.00028288 EZ2400 EZ2400|---------------------------------------------------------------------| EZ2400| PID Reference Object Distance Geod. Az | EZ2400| dddmmss.s | EZ2400| EZ2399 TRANSMIT 397.628 METERS 13604 | EZ2400|---------------------------------------------------------------------| EZ2400 EZ2400 SUPERSEDED SURVEY CONTROL EZ2400 EZ2400 NAD 27 - 35 54 20.96441(N) 078 22 22.97078(W) AD( ) 2 EZ2400 NGVD 29 (??/??/92) 96.623 (m) 317.00 (f) ADJ UNCH 2 2 EZ2400 EZ2400.Superseded values are not recommended for survey control. EZ2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2400.See file dsdata.txt to determine how the superseded data were derived. EZ2400 EZ2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3709376709(NAD 83) EZ2400_MARKER: DE = TRAVERSE STATION DISK EZ2400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2400_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2400_STAMPING: CULTIVATE 1976 EZ2400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2400+STABILITY: SURFACE MOTION EZ2400_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ2400+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2004 EZ2400 EZ2400 HISTORY - Date Condition Report By EZ2400 HISTORY - 1976 MONUMENTED NCGS EZ2400 HISTORY - 1976 GOOD NCGS EZ2400 HISTORY - 20041130 GOOD USPSQD EZ2400 EZ2400 STATION DESCRIPTION EZ2400 EZ2400'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2400'CULTIVATE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2400'IN THE VICINITY OF ROLESVILLE, NORTH CAROLINA. EZ2400' EZ2400'CULTIVATE IS LOCATED APPROXIMATELY 4.9 MILES EAST OF ROLESVILLE EZ2400'AND 6.5 MILES NNW OF ZEBULON. TO REACH STATION FROM EZ2400'INTERSECTION OF NC 96 WITH U.S. 401 2.7 MILES NORTHEAST OF EZ2400'ROLESVILLE, PROCEED SOUTHEAST ALONG NC 96 FOR 4.1 MILES TO EZ2400'STATION ON LEFT, AT THE NORTHWEST END OF A CUT AND ACROSS EZ2400'HIGHWAY FROM FRED ELLINGTONS ONE STORY BRICK RESIDENCE AND EZ2400'0.25 MILE SOUTHEAST OF T INTERSECTION WITH SR 2313 (E). EZ2400' EZ2400'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2400'CULTIVATE 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ2400'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2400' EZ2400'MARK IS 22.6 FT NE OF C/L OF NC 96 EZ2400' EZ2400'154.3 FT ESE OF CENTER OF TOP OF WEST END OF CONCRETE PIPE EZ2400'UNDER HIGHWAY EZ2400' EZ2400'141.8 FT SE OF CENTER OF TOP OF EAST END OF CONCRETE HEADWALL EZ2400' EZ2400'61.2 FT E OF METAL ROAD SIGN POST EZ2400' EZ2400'102.6 FT N OF POWER POLE WITH TRANSFORMER AND ALUMINUM REF. TAG EZ2400 EZ2400 STATION RECOVERY (1976) EZ2400 EZ2400'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2400'4.9 MI E FROM ROLESVILLE. EZ2400'TO REACH STATION FROM INTERSECTION OF NC 96 WITH US 401 NORTHEAST OF EZ2400'ROLESVILLE, PROCEED SOUTHEAST ALONG NC 96 FOR 4.1 MILES TO STATION ON EZ2400'LEFT, AT THE NORTHWEST END OF A CUT, ACROSS HIGHWAY FROM FRED EZ2400'ELLINGTONS ONE STORY BRICK RESIDENCE, 0.25 MILE SOUTHEAST OF T EZ2400'INTERSECTION WITH SR 2313 (E). 22.6 FT. NE OF CENTERLINE OF NC 96, EZ2400'154.3 FT. ESE OF CENTER OF TOP OF WEST END OF CONCRETE PIPE UNDER EZ2400'HIGHWAY, 141.8 FT. SE OF CENTER OF TOP OF EAST END OF CONCRETE EZ2400'HEADWALL, 61.2 FT. E OF METAL ROAD SIGN POST AND 102.6 FT. N OF POWER EZ2400'POLE WITH TRANSFORMER AND ALUMINUM REF. TAG. DISK IS SET IN CONCRETE EZ2400'CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND. EZ2400 EZ2400 STATION RECOVERY (2004) EZ2400 EZ2400'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ2400'RECOVERED AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7478 *********************************************************************** AE7478 DESIGNATION - CURB AE7478 PID - AE7478 AE7478 STATE/COUNTY- NC/WAKE AE7478 USGS QUAD - RALEIGH EAST (1993) AE7478 AE7478 *CURRENT SURVEY CONTROL AE7478 ___________________________________________________________________ AE7478* NAD 83(1986)- 35 51 11.13112(N) 078 35 57.39560(W) ADJUSTED AE7478* NAVD 88 - 81.111 (meters) 266.11 (feet) ADJUSTED AE7478 ___________________________________________________________________ AE7478 LAPLACE CORR- -7.56 (seconds) DEFLEC99 AE7478 GEOID HEIGHT- -32.90 (meters) GEOID03 AE7478 DYNAMIC HT - 81.041 (meters) 265.88 (feet) COMP AE7478 MODELED GRAV- 979,775.7 (mgal) NAVD 88 AE7478 AE7478 HORZ ORDER - SECOND AE7478 VERT ORDER - SECOND CLASS II AE7478 AE7478.The North Carolina HARNS have been completed but, AE7478.due to contractual restrictions, coordinates for these stations AE7478.will NOT be published in the near future. In the interim, the AE7478.published coordinates in North Carolina will not be AE7478.consistent with the Continuously Operating Reference Stations AE7478.(CORS). The HARN coordinates for these stations are available AE7478.upon request. Contact Gary Thompson(919-733-3836). AE7478. AE7478.In addition, the published North Carolina positions AE7478.(NAD 83 (1986)) are NOT consistent with those determined in AE7478.adjacent state readjustments. The discontinuity between stations AE7478.located in North Carolina and those in adjacent states AE7478.which have been adjusted to the HARN may be as much as 5 AE7478.decimeters. This will result in a significant loss of accuracy AE7478.over lines crossing such state borders. AE7478 AE7478 AE7478.The horizontal coordinates were established by classical geodetic methods AE7478.and adjusted by the National Geodetic Survey in February 1998. AE7478 AE7478.The orthometric height was determined by differential leveling AE7478.and adjusted by the National Geodetic Survey in September 1998. AE7478 AE7478.The Laplace correction was computed from DEFLEC99 derived deflections. AE7478 AE7478.The geoid height was determined by GEOID03. AE7478 AE7478.The dynamic height is computed by dividing the NAVD 88 AE7478.geopotential number by the normal gravity value computed on the AE7478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7478.degrees latitude (g = 980.6199 gals.). AE7478 AE7478.The modeled gravity was interpolated from observed gravity values. AE7478 AE7478; North East Units Scale Factor Converg. AE7478;SPC NC - 233,374.144 645,796.095 MT 0.99992755 +0 13 52.6 AE7478;SPC NC - 765,661.67 2,118,749.36 sFT 0.99992755 +0 13 52.6 AE7478;UTM 17 - 3,970,315.519 716,792.170 MT 1.00017917 +1 24 24.0 AE7478 AE7478! - Elev Factor x Scale Factor = Combined Factor AE7478!SPC NC - 0.99999243 x 0.99992755 = 0.99991998 AE7478!UTM 17 - 0.99999243 x 1.00017917 = 1.00017160 AE7478 AE7478 SUPERSEDED SURVEY CONTROL AE7478 AE7478 NGVD 29 (02/27/98) 81.39 (m) 267.0 (f) LEVELING 3 AE7478 AE7478.Superseded values are not recommended for survey control. AE7478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7478.See file dsdata.txt to determine how the superseded data were derived. AE7478 AE7478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1679270316(NAD 83) AE7478_MARKER: DH = HORIZONTAL CONTROL DISK AE7478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7478_STAMPING: CURB 1987 AE7478_MARK LOGO: NCGS AE7478_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7478+STABILITY: SURFACE MOTION AE7478 AE7478 HISTORY - Date Condition Report By AE7478 HISTORY - 1987 MONUMENTED NCGS AE7478 HISTORY - 19870101 GOOD NCGS AE7478 AE7478 STATION DESCRIPTION AE7478 AE7478'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7478'STATION IS LOCATED ABOUT 8.7 KM (5.40 MI) NORTH-NORTHEAST OF CAPITAL AE7478'SQUARE IN RALEIGH. ALONG ATLANTIC AVENUE FOR 3.9 KM (2.40 MI) NORTH AE7478'FROM THE CLIFF BENSON BELTLINE OVERPASS, OR 0.5 KM (0.30 MI) NORTH OF AE7478'MILLBROOK ROAD, BETWEEN THE CURB AND THE SIDEWALK. MARK IS RECESSED 2 AE7478'CM BELOW GROUND AND IS LEVEL WITH ROAD. LOCATED 5.0 M (16.4 FT) EAST AE7478'OF THE CENTERLINE OF THE NORTH BOUND LANE, 16.4 M (53.8 FT) AE7478'FT)SOUTH-SOUTHEAST OF A MANHOLE COVER, 29.1 M (95.5 FT) AE7478'SOUTH-SOUTHWEST OF A FIRE HYDRANT, 0.7 M (2.3 FT) WEST OF THE WEST AE7478'EDGE OF THE SIDEWALK--AND 13.6 M (44.6 FT) NORTH-NORTHWEST OF A AE7478'14-INCH OAK, 11.7 M (38.4 FT) SOUTHWEST OF A 12-INCH POPLAR--BOTH WITH AE7478'REFERENCE TAGS. AE7478 AE7478 STATION RECOVERY (1987) AE7478 AE7478'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7478'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2510 *********************************************************************** EZ2510 DESIGNATION - CURVE EZ2510 PID - EZ2510 EZ2510 STATE/COUNTY- NC/WAKE EZ2510 USGS QUAD - WAKE FOREST (1987) EZ2510 EZ2510 *CURRENT SURVEY CONTROL EZ2510 ___________________________________________________________________ EZ2510* NAD 83(1986)- 35 52 47.66860(N) 078 31 58.86633(W) ADJUSTED EZ2510* NAVD 88 - 64.676 (meters) 212.19 (feet) ADJUSTED EZ2510 ___________________________________________________________________ EZ2510 LAPLACE CORR- -7.43 (seconds) DEFLEC99 EZ2510 GEOID HEIGHT- -33.13 (meters) GEOID03 EZ2510 DYNAMIC HT - 64.621 (meters) 212.01 (feet) COMP EZ2510 MODELED GRAV- 979,770.4 (mgal) NAVD 88 EZ2510 EZ2510 HORZ ORDER - SECOND EZ2510 VERT ORDER - SECOND CLASS II EZ2510 EZ2510.The North Carolina HARNS have been completed but, EZ2510.due to contractual restrictions, coordinates for these stations EZ2510.will NOT be published in the near future. In the interim, the EZ2510.published coordinates in North Carolina will not be EZ2510.consistent with the Continuously Operating Reference Stations EZ2510.(CORS). The HARN coordinates for these stations are available EZ2510.upon request. Contact Gary Thompson(919-733-3836). EZ2510. EZ2510.In addition, the published North Carolina positions EZ2510.(NAD 83 (1986)) are NOT consistent with those determined in EZ2510.adjacent state readjustments. The discontinuity between stations EZ2510.located in North Carolina and those in adjacent states EZ2510.which have been adjusted to the HARN may be as much as 5 EZ2510.decimeters. This will result in a significant loss of accuracy EZ2510.over lines crossing such state borders. EZ2510 EZ2510 EZ2510.The horizontal coordinates were established by classical geodetic methods EZ2510.and adjusted by the National Geodetic Survey in July 1986. EZ2510 EZ2510.The orthometric height was determined by differential leveling EZ2510.and adjusted by the National Geodetic Survey in June 1991. EZ2510 EZ2510.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2510 EZ2510.The geoid height was determined by GEOID03. EZ2510 EZ2510.The dynamic height is computed by dividing the NAVD 88 EZ2510.geopotential number by the normal gravity value computed on the EZ2510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2510.degrees latitude (g = 980.6199 gals.). EZ2510 EZ2510.The modeled gravity was interpolated from observed gravity values. EZ2510 EZ2510; North East Units Scale Factor Converg. EZ2510;SPC NC - 236,375.465 651,766.746 MT 0.99993257 +0 16 10.3 EZ2510;SPC NC - 775,508.50 2,138,338.07 sFT 0.99993257 +0 16 10.3 EZ2510;UTM 17 - 3,973,439.592 722,701.523 MT 1.00021117 +1 26 47.3 EZ2510 EZ2510! - Elev Factor x Scale Factor = Combined Factor EZ2510!SPC NC - 0.99999505 x 0.99993257 = 0.99992762 EZ2510!UTM 17 - 0.99999505 x 1.00021117 = 1.00020622 EZ2510 EZ2510: Primary Azimuth Mark Grid Az EZ2510:SPC NC - RIVER 042 20 20.4 EZ2510:UTM 17 - RIVER 041 09 43.4 EZ2510 EZ2510|---------------------------------------------------------------------| EZ2510| PID Reference Object Distance Geod. Az | EZ2510| dddmmss.s | EZ2510| EZ2508 RIVER APPROX. 1.4 KM 0423630.7 | EZ2510|---------------------------------------------------------------------| EZ2510 EZ2510 SUPERSEDED SURVEY CONTROL EZ2510 EZ2510 NAD 27 - 35 52 47.12753(N) 078 31 59.85793(W) AD( ) 2 EZ2510 NGVD 29 (??/??/92) 64.954 (m) 213.10 (f) ADJ UNCH 2 2 EZ2510 EZ2510.Superseded values are not recommended for survey control. EZ2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2510.See file dsdata.txt to determine how the superseded data were derived. EZ2510 EZ2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2270273440(NAD 83) EZ2510_MARKER: DE = TRAVERSE STATION DISK EZ2510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2510_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2510_STAMPING: CURVE 1976 EZ2510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2510+STABILITY: SURFACE MOTION EZ2510 EZ2510 HISTORY - Date Condition Report By EZ2510 HISTORY - 1976 MONUMENTED NCGS EZ2510 HISTORY - 1976 GOOD NCGS EZ2510 EZ2510 STATION DESCRIPTION EZ2510 EZ2510'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2510'CURVE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2510'IN THE VICINITY OF ROLESVILLE, NORTH CAROLINA. EZ2510' EZ2510'CURVE IS LOCATED APPROXIMATELY 5.2 MILES SOUTHWEST OF EZ2510'ROLESVILLE AND 9.1 MILES NORTHEAST OF RALEIGH. TO REACH EZ2510'STATION FROM THE U.S. 401 UNDERPASS OF U.S. 1 NORTHBOUND LANE EZ2510'IN NORTHEAST SECTION OF RALEIGH, PROCEED NORTHEAST ALONG U.S. 401 EZ2510'FOR 3.9 MILES TO STATION ON RIGHT IN ROAD SHOULDER, EZ2510'APPROXIMATELY 200 FEET EAST OF AND ACROSS HIGHWAY FROM A ONE EZ2510'STORY WHITE SHINGLED HOUSE AND 0.4 MILE SOUTHWEST OF BRIDGE EZ2510'OVER NEUSE RIVER. EZ2510' EZ2510'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2510'CURVE 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2510'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ2510' EZ2510'MARK IS 22.6 FT SE OF C/L OF U.S. 401 EZ2510' EZ2510'43.3 FT W OF POWER POLE WITH ALUMINUM REF. TAG EZ2510' EZ2510'132.1 FT E OF TELEPHONE PEDESTAL 8001 ON NORTH SIDE OF HIGHWAY EZ2510' EZ2510'108.2 FT WSW OF 12 INCH PINE WITH ALUMINUM REF. TAG EZ2510' EZ2510'80.7 FT NNE OF A 6 INCH CEDAR WITH ALUMINUM REF. TAG EZ2510 EZ2510 STATION RECOVERY (1976) EZ2510 EZ2510'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2510'5.2 MI SW FROM ROLESVILLE. EZ2510'TO REACH STATION FROM THE US 401 UNDERPASS OF US 1 NORTHBOUND LANE IN EZ2510'NORTHEAST SECTION OF RALEIGH, PROCEED NORTHEAST ALONG US 401 FOR 3.9 EZ2510'MILES TO STATION ON RIGHT IN ROAD SHOULDER, APPROXIMATELY 200 FEET EZ2510'EAST OF AND ACROSS HIGHWAY FROM A ONE STORY WHITE SHINGLED HOUSE, AND EZ2510'0.4 MILE SOUTHWEST OF BRIDGE OVER THE NEUSE RIVER. 22.6 FT. SE OF C/L EZ2510'OF US 401, 43.3 FT. W OF PP WITH ALUMINUM REF. TAG, 132.1 FT. E OF EZ2510'TELEPHONE PEDESTAL NO. 8001 ON N SIDE OF HIGHWAY, 108.2 FT. WSW OF 12 EZ2510'INCH PINE WITH ALUMINUM REF. TAG, AND 80.7 FT. NNE OF 6 INCH CEDAR EZ2510'WITH ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER, 2 INCHES EZ2510'BELOW THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5685 *********************************************************************** EZ5685 DESIGNATION - CUSTOM EZ5685 PID - EZ5685 EZ5685 STATE/COUNTY- NC/WAKE EZ5685 USGS QUAD - ZEBULON (1981) EZ5685 EZ5685 *CURRENT SURVEY CONTROL EZ5685 ___________________________________________________________________ EZ5685* NAD 83(1986)- 35 46 13.06196(N) 078 21 29.21209(W) ADJUSTED EZ5685* NAVD 88 - 93.5 (meters) 307. (feet) VERTCON EZ5685 ___________________________________________________________________ EZ5685 LAPLACE CORR- -4.08 (seconds) DEFLEC99 EZ5685 GEOID HEIGHT- -34.02 (meters) GEOID03 EZ5685 EZ5685 HORZ ORDER - SECOND EZ5685 EZ5685.The North Carolina HARNS have been completed but, EZ5685.due to contractual restrictions, coordinates for these stations EZ5685.will NOT be published in the near future. In the interim, the EZ5685.published coordinates in North Carolina will not be EZ5685.consistent with the Continuously Operating Reference Stations EZ5685.(CORS). The HARN coordinates for these stations are available EZ5685.upon request. Contact Gary Thompson(919-733-3836). EZ5685. EZ5685.In addition, the published North Carolina positions EZ5685.(NAD 83 (1986)) are NOT consistent with those determined in EZ5685.adjacent state readjustments. The discontinuity between stations EZ5685.located in North Carolina and those in adjacent states EZ5685.which have been adjusted to the HARN may be as much as 5 EZ5685.decimeters. This will result in a significant loss of accuracy EZ5685.over lines crossing such state borders. EZ5685 EZ5685 EZ5685.The horizontal coordinates were established by classical geodetic methods EZ5685.and adjusted by the National Geodetic Survey in January 1990. EZ5685 EZ5685.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5685 EZ5685.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5685 EZ5685.The geoid height was determined by GEOID03. EZ5685 EZ5685; North East Units Scale Factor Converg. EZ5685;SPC NC - 224,302.674 667,637.928 MT 0.99991345 +0 22 13.7 EZ5685;SPC NC - 735,899.69 2,190,408.77 sFT 0.99991345 +0 22 13.7 EZ5685;UTM 17 - 3,961,691.096 738,822.474 MT 1.00030288 +1 32 42.0 EZ5685 EZ5685! - Elev Factor x Scale Factor = Combined Factor EZ5685!SPC NC - 0.99999067 x 0.99991345 = 0.99990412 EZ5685!UTM 17 - 0.99999067 x 1.00030288 = 1.00029354 EZ5685 EZ5685|---------------------------------------------------------------------| EZ5685| PID Reference Object Distance Geod. Az | EZ5685| dddmmss.s | EZ5685| EZ5679 ALFORD 314.313 METERS 12735 | EZ5685| EZ5714 WILD CHERRY 357.546 METERS 32628 | EZ5685|---------------------------------------------------------------------| EZ5685 EZ5685 SUPERSEDED SURVEY CONTROL EZ5685 EZ5685 NGVD 29 (01/12/90) 93.8 (m) 308. (f) VERT ANG EZ5685 EZ5685.Superseded values are not recommended for survey control. EZ5685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5685.See file dsdata.txt to determine how the superseded data were derived. EZ5685 EZ5685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3882261691(NAD 83) EZ5685_MARKER: DE = TRAVERSE STATION DISK EZ5685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5685_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5685+STABILITY: SURFACE MOTION EZ5685 EZ5685 HISTORY - Date Condition Report By EZ5685 HISTORY - 1980 MONUMENTED NCGS EZ5685 HISTORY - 20050415 MARK NOT FOUND USPSQD EZ5685 EZ5685 STATION DESCRIPTION EZ5685 EZ5685'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EZ5685'THE STATION IS LOCATED APPROXIMATELY 1.3 MILES SOUTH-SOUTHEAST OF EZ5685'WENDELL, AND 4.5 MILES SOUTHWEST OF ZEBULON. EZ5685' EZ5685'TO REACH THE STATION FROM THE INTERSECTION OF NC 231 WITH US 64 EZ5685'BUSINESS IN WENDELL, PROCEED SOUTHERLY ALONG NC 231 FOR 0.95 MILE TO EZ5685'STATION ON THE RIGHT AT THE NORTH CORNER OF THE YARD OF AN IMITATION EZ5685'BRICK SIDING HOUSE ON THE PROJECTION OF THE SOUTHEAST SIDE OF A SMALL EZ5685'SHED AND 0.25 MILE SOUTH OF THE SR 2354 ENTRANCE. EZ5685' EZ5685'STATION MARK IS A STANDARD DISK STAMPED---CUSTOM 1980---SET IN TOP OF EZ5685'A 10 INCH CONCRETE CYLINDER, 1 INCH BELOW GROUND SURFACE. THE MARK IS EZ5685'34.9 FEET SOUTHWEST OF THE CENTERLINE OF NC 231, 182.7 FEET NORTHWEST EZ5685'OF THE CENTERLINE DRIVEWAY, 22.2 FEET SOUTHEAST OF THE EAST CORNER OF EZ5685'SMALL STORAGE BUILDING, 120.8 FEET NORTH OF NORTHEAST CORNER OF HOUSE, EZ5685'AND 20.5 FEET NORTH OF SERVICE POLE WITH REFERENCE TAG. EZ5685 EZ5685 STATION RECOVERY (2005) EZ5685 EZ5685'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ5685'MARK NOT FOUND 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4484 *********************************************************************** EZ4484 DESIGNATION - D HUNT EZ4484 PID - EZ4484 EZ4484 STATE/COUNTY- NC/WAKE EZ4484 USGS QUAD - ROLESVILLE (1993) EZ4484 EZ4484 *CURRENT SURVEY CONTROL EZ4484 ___________________________________________________________________ EZ4484* NAD 83(1986)- 35 58 02.84556(N) 078 28 24.72721(W) ADJUSTED EZ4484* NAVD 88 - 94.2 (meters) 309. (feet) VERTCON EZ4484 ___________________________________________________________________ EZ4484 LAPLACE CORR- -7.13 (seconds) DEFLEC99 EZ4484 GEOID HEIGHT- -33.10 (meters) GEOID03 EZ4484 EZ4484 HORZ ORDER - SECOND EZ4484 EZ4484.The North Carolina HARNS have been completed but, EZ4484.due to contractual restrictions, coordinates for these stations EZ4484.will NOT be published in the near future. In the interim, the EZ4484.published coordinates in North Carolina will not be EZ4484.consistent with the Continuously Operating Reference Stations EZ4484.(CORS). The HARN coordinates for these stations are available EZ4484.upon request. Contact Gary Thompson(919-733-3836). EZ4484. EZ4484.In addition, the published North Carolina positions EZ4484.(NAD 83 (1986)) are NOT consistent with those determined in EZ4484.adjacent state readjustments. The discontinuity between stations EZ4484.located in North Carolina and those in adjacent states EZ4484.which have been adjusted to the HARN may be as much as 5 EZ4484.decimeters. This will result in a significant loss of accuracy EZ4484.over lines crossing such state borders. EZ4484 EZ4484 EZ4484.The horizontal coordinates were established by classical geodetic methods EZ4484.and adjusted by the National Geodetic Survey in July 1986. EZ4484 EZ4484.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4484 EZ4484.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4484 EZ4484.The geoid height was determined by GEOID03. EZ4484 EZ4484; North East Units Scale Factor Converg. EZ4484;SPC NC - 246,115.876 657,086.136 MT 0.99995049 +0 18 13.9 EZ4484;SPC NC - 807,465.17 2,155,790.10 sFT 0.99995049 +0 18 13.9 EZ4484;UTM 17 - 3,983,290.169 727,820.860 MT 1.00023958 +1 29 04.2 EZ4484 EZ4484! - Elev Factor x Scale Factor = Combined Factor EZ4484!SPC NC - 0.99999041 x 0.99995049 = 0.99994090 EZ4484!UTM 17 - 0.99999041 x 1.00023958 = 1.00022999 EZ4484 EZ4484: Primary Azimuth Mark Grid Az EZ4484:SPC NC - WELLINGTON 274 27 44.1 EZ4484:UTM 17 - WELLINGTON 273 16 53.8 EZ4484 EZ4484|---------------------------------------------------------------------| EZ4484| PID Reference Object Distance Geod. Az | EZ4484| dddmmss.s | EZ4484| EZ4483 AUSTIN CR 212.521 METERS 09631 | EZ4484| EZ4485 WELLINGTON APPROX. 0.9 KM 2744558.0 | EZ4484|---------------------------------------------------------------------| EZ4484 EZ4484 SUPERSEDED SURVEY CONTROL EZ4484 EZ4484 NAD 27 - 35 58 02.29565(N) 078 28 25.72884(W) AD( ) 2 EZ4484 NGVD 29 (07/19/86) 94.5 (m) 310. (f) VERT ANG EZ4484 EZ4484.Superseded values are not recommended for survey control. EZ4484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4484.See file dsdata.txt to determine how the superseded data were derived. EZ4484 EZ4484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2782183290(NAD 83) EZ4484_MARKER: DE = TRAVERSE STATION DISK EZ4484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4484_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4484_MAGNETIC: N = NO MAGNETIC MATERIAL EZ4484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4484+STABILITY: SURFACE MOTION EZ4484_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ4484+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2004 EZ4484 EZ4484 HISTORY - Date Condition Report By EZ4484 HISTORY - 1978 MONUMENTED NCGS EZ4484 HISTORY - 1981 MARK NOT FOUND NC-183 EZ4484 HISTORY - 1987 GOOD USPSQD EZ4484 HISTORY - 20041203 GOOD USPSQD EZ4484 EZ4484 STATION DESCRIPTION EZ4484 EZ4484'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ4484'THE STATION IS LOCATED APPROXIMATELY 2.2 MILES EAST OF WAKE FOREST AND EZ4484'3.2 MILES NORTH-NORTHWEST OF ROLESVILLE. EZ4484' EZ4484'TO REACH THE STATION FROM THE EASTERNMOST INTERSECTION OF US 1A WITH EZ4484'NC 98 IN WAKE FOREST, PROCEED EASTERLY ALONG NC 98 FOR 2.3 MILES TO EZ4484'STATION ON THE LEFT BY DIRT DRIVEWAY LEADING TO D. HUNTS ONE AND ONE- EZ4484'HALF STORY BRICK HOME AND IN SOUTHWEST CORNER OF YARD AND 1.05 MILES EZ4484'EAST OF T INTERSECTION WITH SR 2053 (SOUTH). EZ4484' EZ4484'STATION MARK IS A STANDARD DISK STAMPED---D HUNT 1978---SET IN THE EZ4484'TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE. EZ4484'THE MARK IS 20.4 FEET NORTHEAST OF CENTERLINE OF NC 98, 23.6 FEET EAST EZ4484'-SOUTHEAST OF CENTERLINE OF DIRT DRIVEWAY TO RESIDENCE, 174.6 FEET EZ4484'SOUTHWEST OF WESTERNMOST CORNER OF ROOF SUPPORT BRICK COLUMN OF EZ4484'RESIDENCE, 78.0 FEET NORTHEAST OF POWER POLE 44-23-009 WITH EZ4484'TRANSFORMER AND REFERENCE TAG AND 103.5 FEET SOUTH OF 24 INCH PIN OAK EZ4484'WITH REFERENCE TAG. EZ4484 EZ4484 STATION RECOVERY (1981) EZ4484 EZ4484'RECOVERY NOTE BY WAKE COUNTY NORTH CAROLINA 1981 (DHC) EZ4484'THE STATION WAS SEARCHED FOR BUT NOT FOUND. THE STATE HIGHWAY EZ4484'COMMISSION REWORKED SHOULDERS AND DITCHES IN 1979. EZ4484 EZ4484 STATION RECOVERY (1987) EZ4484 EZ4484'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ4484'RECOVERED IN GOOD CONDITION. EZ4484 EZ4484 STATION RECOVERY (2004) EZ4484 EZ4484'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ4484'MARKER PAINTED ORANGE EZ4484'WS 84 EZ4484'N35 58.048 EZ4484'W078 28.412 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1069 *********************************************************************** EZ1069 DESIGNATION - DAIRE EZ1069 PID - EZ1069 EZ1069 STATE/COUNTY- NC/WAKE EZ1069 USGS QUAD - APEX (1993) EZ1069 EZ1069 *CURRENT SURVEY CONTROL EZ1069 ___________________________________________________________________ EZ1069* NAD 83(1986)- 35 44 37.32132(N) 078 46 51.83925(W) ADJUSTED EZ1069* NAVD 88 - 131.051 (meters) 429.96 (feet) ADJUSTED EZ1069 ___________________________________________________________________ EZ1069 LAPLACE CORR- -6.16 (seconds) DEFLEC99 EZ1069 GEOID HEIGHT- -32.41 (meters) GEOID03 EZ1069 DYNAMIC HT - 130.938 (meters) 429.59 (feet) COMP EZ1069 MODELED GRAV- 979,767.0 (mgal) NAVD 88 EZ1069 EZ1069 HORZ ORDER - SECOND EZ1069 VERT ORDER - SECOND CLASS 0 EZ1069 EZ1069.The North Carolina HARNS have been completed but, EZ1069.due to contractual restrictions, coordinates for these stations EZ1069.will NOT be published in the near future. In the interim, the EZ1069.published coordinates in North Carolina will not be EZ1069.consistent with the Continuously Operating Reference Stations EZ1069.(CORS). The HARN coordinates for these stations are available EZ1069.upon request. Contact Gary Thompson(919-733-3836). EZ1069. EZ1069.In addition, the published North Carolina positions EZ1069.(NAD 83 (1986)) are NOT consistent with those determined in EZ1069.adjacent state readjustments. The discontinuity between stations EZ1069.located in North Carolina and those in adjacent states EZ1069.which have been adjusted to the HARN may be as much as 5 EZ1069.decimeters. This will result in a significant loss of accuracy EZ1069.over lines crossing such state borders. EZ1069 EZ1069 EZ1069.The horizontal coordinates were established by classical geodetic methods EZ1069.and adjusted by the National Geodetic Survey in July 1986. EZ1069 EZ1069.The orthometric height was determined by differential leveling EZ1069.and adjusted by the National Geodetic Survey in June 1991. EZ1069 EZ1069.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1069 EZ1069.The geoid height was determined by GEOID03. EZ1069 EZ1069.The dynamic height is computed by dividing the NAVD 88 EZ1069.geopotential number by the normal gravity value computed on the EZ1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1069.degrees latitude (g = 980.6199 gals.). EZ1069 EZ1069.The modeled gravity was interpolated from observed gravity values. EZ1069 EZ1069; North East Units Scale Factor Converg. EZ1069;SPC NC - 221,186.344 629,402.939 MT 0.99990936 +0 07 34.9 EZ1069;SPC NC - 725,675.53 2,064,966.14 sFT 0.99990936 +0 07 34.9 EZ1069;UTM 17 - 3,957,792.002 700,648.369 MT 1.00009613 +1 17 47.9 EZ1069 EZ1069! - Elev Factor x Scale Factor = Combined Factor EZ1069!SPC NC - 0.99998452 x 0.99990936 = 0.99989388 EZ1069!UTM 17 - 0.99998452 x 1.00009613 = 1.00008065 EZ1069 EZ1069: Primary Azimuth Mark Grid Az EZ1069:SPC NC - ACORN 056 41 37.7 EZ1069:UTM 17 - ACORN 055 31 24.7 EZ1069 EZ1069|---------------------------------------------------------------------| EZ1069| PID Reference Object Distance Geod. Az | EZ1069| dddmmss.s | EZ1069| EZ1070 ACORN APPROX. 1.1 KM 0564912.6 | EZ1069|---------------------------------------------------------------------| EZ1069 EZ1069 SUPERSEDED SURVEY CONTROL EZ1069 EZ1069 NAD 27 - 35 44 36.77266(N) 078 46 52.81778(W) AD( ) 2 EZ1069 NGVD 29 (??/??/92) 131.308 (m) 430.80 (f) ADJ UNCH 2 0 EZ1069 EZ1069.Superseded values are not recommended for survey control. EZ1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1069.See file dsdata.txt to determine how the superseded data were derived. EZ1069 EZ1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0064857792(NAD 83) EZ1069_MARKER: DE = TRAVERSE STATION DISK EZ1069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1069_SP_SET: CONCRETE POST EZ1069_STAMPING: DAIRE 1967 EZ1069_MARK LOGO: NCGS EZ1069_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ1069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1069+STABILITY: SURFACE MOTION EZ1069 EZ1069 HISTORY - Date Condition Report By EZ1069 HISTORY - 1967 MONUMENTED NCGS EZ1069 HISTORY - 1973 GOOD NCGS EZ1069 HISTORY - 1983 GOOD USPSQD EZ1069 HISTORY - 1983 GOOD USPSQD EZ1069 HISTORY - 1984 GOOD NCGS EZ1069 HISTORY - 1984 GOOD NCGS EZ1069 HISTORY - 1985 GOOD USPSQD EZ1069 EZ1069 STATION DESCRIPTION EZ1069 EZ1069'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1069'DAIRE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1069'IN THE VICINITY OF APEX, NORTH CAROLINA. EZ1069' EZ1069'DAIRE IS LOCATED APPROXIMATELY 3.0 MILES SOUTH OF THE CENTER EZ1069'OF CARY. TO REACH STATION PROCEED FROM THE INTERSECTION OF EZ1069'SR 1313 (MACEDONIA-CARY RD.) WITH U.S. 1, GO SOUTHWEST ON EZ1069'U.S. 1 FOR 2.3 MILES TO KILDAIRE RD. AND STATION. WHICH IS ON EZ1069'THE SOUTHEAST SHOULDER OF SOUTH BOUND LANE, UNDER THE NORTHWEST EZ1069'EDGE OF KILDAIRE RD. BRIDGE OVER U.S. 1. NOTE--THERE IS NO EZ1069'ACCESS ROAD FROM KILDAIRE RD. TO U.S. 1. EZ1069' EZ1069'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1069'DAIRE 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1069'WHICH IS 5 INCHES BELOW THE SURFACE OF THE GROUND. EZ1069' EZ1069'MARK IS EZ1069' EZ1069'19.4 FT SE OF C/L OF S BOUND LANE OF U.S. 1 EZ1069' EZ1069'10.0 FT N OF NW CORNER OF N BRIDGE SUPPORT IN MEDIAN EZ1069' EZ1069'26.5 FT NE OF NW CORNER OF S BRIDGE SUPPORT IN MEDIAN EZ1069' EZ1069'12.2 FT NW OF TOP OF CONCRETE COVER FOR STORM DRAIN IN MEDIAN EZ1069' EZ1069'28.8 FT W OF NE END OF CONCRETE STORM DRAIN EZ1069 EZ1069 STATION RECOVERY (1973) EZ1069 EZ1069'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1069'3.1 MI S FROM CARY. EZ1069'DAIRE IS LOCATED APPROXIMATELY 8.5 MILES WSW OF CAPITOL SQUARE EZ1069'IN RALEIGH. TO REACH STATION FROM U.S. 1 - U.S. 64 (BELTLINE) EZ1069'OVERPASS OF I-40 IN WEST RALEIGH, PROCEED SOUTH ALONG U.S. 1 - EZ1069'U.S. 64 FOR 6.75 MILES TO SR 1300 (KILDAIRE ROAD) OVERPASS OF EZ1069'U.S. 1 AND STATION ON LEFT IN SE SHOULDER OF SOUTH BOUND LANE, EZ1069'0.9 MILES NE OF JUNCTION OF U.S. 1 AND U.S. 64, 19.4 FT SE OF EZ1069'C/L SOUTH BOUND LANE U.S. 1, 10.0 FT N OF NW CORNER OF N BRIDGE EZ1069'SUPPORT IN MEDIAN, 26.5 FT NE OF NW CORNER OF S BRIDGE SUPPORT EZ1069'IN MEDIAN, 12.2 FT NW OF CONCRETE STORM DRAIN COVER IN MEDIAN, EZ1069'AND 28.8 FT W OF NE END OF CONCRETE STORM DRAIN. DISK IS SET EZ1069'5 INCHES BELOW THE SURFACE OF THE GROUND, IN CONCRETE CYLINDER. EZ1069 EZ1069 STATION RECOVERY (1983) EZ1069 EZ1069'RECOVERY NOTE BY US POWER SQUADRON 1983 (RKG) EZ1069'DAIRE 1967 RECOVERED GOOD - SECTION OF CONCRETE HAS BEEN ADDED TO EZ1069'STORM DRAIN MEASURE W OF NE CORNER OF CONCRETE STORM DRAIN EZ1069'SHOULD BE 35 FEET 1 INCH RATHER THAN 28.8 FEET. EZ1069 EZ1069 STATION RECOVERY (1983) EZ1069 EZ1069'RECOVERY NOTE BY US POWER SQUADRON 1983 EZ1069'SECTION OF CONCRETE HAS BEEN ADDED TO STORM DRAIN. MEASURE WEST OF EZ1069'NORTHEAST CORNER OF CONCRETE STROM DRAIN SHOULD BE 35.1' RATHER THAN EZ1069'28.8'. EZ1069 EZ1069 STATION RECOVERY (1984) EZ1069 EZ1069'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ1069'THE STATION WAS RECOVERED AT THIS DATE. EZ1069'MARK IS IN GOOD CONDITION AS DESCRIBED. EZ1069' EZ1069'STATION IS ALSO A BENCH MARK. EZ1069 EZ1069 STATION RECOVERY (1984) EZ1069 EZ1069'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ1069'RECOVERED IN GOOD CONDITION. EZ1069 EZ1069 STATION RECOVERY (1985) EZ1069 EZ1069'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ1069'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7360 *********************************************************************** AE7360 DESIGNATION - DALE AE7360 PID - AE7360 AE7360 STATE/COUNTY- NC/WAKE AE7360 USGS QUAD - BAYLEAF (1987) AE7360 AE7360 *CURRENT SURVEY CONTROL AE7360 ___________________________________________________________________ AE7360* NAD 83(1986)- 35 54 21.39646(N) 078 43 22.35040(W) ADJUSTED AE7360* NAVD 88 - 157.648 (meters) 517.22 (feet) ADJUSTED AE7360 ___________________________________________________________________ AE7360 LAPLACE CORR- -7.44 (seconds) DEFLEC99 AE7360 GEOID HEIGHT- -32.23 (meters) GEOID03 AE7360 DYNAMIC HT - 157.515 (meters) 516.78 (feet) COMP AE7360 MODELED GRAV- 979,783.5 (mgal) NAVD 88 AE7360 AE7360 HORZ ORDER - SECOND AE7360 VERT ORDER - SECOND CLASS II AE7360 AE7360.The North Carolina HARNS have been completed but, AE7360.due to contractual restrictions, coordinates for these stations AE7360.will NOT be published in the near future. In the interim, the AE7360.published coordinates in North Carolina will not be AE7360.consistent with the Continuously Operating Reference Stations AE7360.(CORS). The HARN coordinates for these stations are available AE7360.upon request. Contact Gary Thompson(919-733-3836). AE7360. AE7360.In addition, the published North Carolina positions AE7360.(NAD 83 (1986)) are NOT consistent with those determined in AE7360.adjacent state readjustments. The discontinuity between stations AE7360.located in North Carolina and those in adjacent states AE7360.which have been adjusted to the HARN may be as much as 5 AE7360.decimeters. This will result in a significant loss of accuracy AE7360.over lines crossing such state borders. AE7360 AE7360 AE7360.The horizontal coordinates were established by classical geodetic methods AE7360.and adjusted by the National Geodetic Survey in March 1998. AE7360 AE7360.The orthometric height was determined by differential leveling AE7360.and adjusted by the National Geodetic Survey in September 1998. AE7360 AE7360.The Laplace correction was computed from DEFLEC99 derived deflections. AE7360 AE7360.The geoid height was determined by GEOID03. AE7360 AE7360.The dynamic height is computed by dividing the NAVD 88 AE7360.geopotential number by the normal gravity value computed on the AE7360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7360.degrees latitude (g = 980.6199 gals.). AE7360 AE7360.The modeled gravity was interpolated from observed gravity values. AE7360 AE7360; North East Units Scale Factor Converg. AE7360;SPC NC - 239,199.840 634,615.866 MT 0.99993766 +0 09 35.8 AE7360;SPC NC - 784,774.81 2,082,068.89 sFT 0.99993766 +0 09 35.8 AE7360;UTM 17 - 3,975,911.805 705,492.311 MT 1.00012035 +1 20 09.2 AE7360 AE7360! - Elev Factor x Scale Factor = Combined Factor AE7360!SPC NC - 0.99998032 x 0.99993766 = 0.99991798 AE7360!UTM 17 - 0.99998032 x 1.00012035 = 1.00010066 AE7360 AE7360 SUPERSEDED SURVEY CONTROL AE7360 AE7360 NGVD 29 (03/10/98) 157.92 (m) 518.1 (f) LEVELING 3 AE7360 AE7360.Superseded values are not recommended for survey control. AE7360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7360.See file dsdata.txt to determine how the superseded data were derived. AE7360 AE7360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0549275912(NAD 83) AE7360_MARKER: DH = HORIZONTAL CONTROL DISK AE7360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7360_STAMPING: DALE 1986 AE7360_MARK LOGO: NCGS AE7360_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7360+STABILITY: SURFACE MOTION AE7360 AE7360 HISTORY - Date Condition Report By AE7360 HISTORY - 1986 MONUMENTED NCGS AE7360 HISTORY - 19870101 GOOD NCGS AE7360 HISTORY - 20050204 GOOD GEOCAC AE7360 HISTORY - 20050810 MARK NOT FOUND USPSQD AE7360 AE7360 STATION DESCRIPTION AE7360 AE7360'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7360'STATION IS LOCATED ABOUT 15.8 KM (9.80 MI) NORTH-NORTHWEST OF CAPITOL AE7360'SQUARE (IN RALEIGH), IN LEESVILLE COMMUNITY. ALONG SR 1829 (STRICKLAND AE7360'ROAD) FOR 0.4 KM (0.25 MI) EAST FROM SR 1822 (LEESVILLE ROAD), TO AE7360'SPRINGDALE DRIVE, IN THE SOUTHEAST QUADRANT OF THE CROSSROADS. MARK IS AE7360'FLUSH WITH GROUND AND 1 FOOT (0.3 M) HIGHER THAN ROAD. LOCATED 10.7 M AE7360'(35.1 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 19.8 M (65.0 FT) AE7360'EAST-SOUTHEAST OF THE NORTH END OF THE SPRINGDALE DRIVE TRAFFIC AE7360'ISLAND, 32.5 M (106.6 FT) WEST OF THE WEST END OF A DRIVEWAY CULVERT, AE7360'4.7 M (15.4 FT) SOUTH-SOUTHEAST OF THE EAST END OF A ROAD CULVERT, AE7360'25.9 M (85.0 FT) NORTH OF THE NORTHWEST CORNER OF A HOUSE, 19.1 M AE7360'(62.7 FT) EAST-NORTHEAST OF THE EAST CORNER OF A BRICK WALL, AND 1.2 M AE7360'(3.9 FT) SOUTH-SOUTHWEST OF A POWER POLE WITH A TRANSFORMER AND A AE7360'REFERENCE TAG. AE7360 AE7360 STATION RECOVERY (1987) AE7360 AE7360'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7360'RECOVERED AS DESCRIBED. AE7360 AE7360 STATION RECOVERY (2005) AE7360 AE7360'RECOVERY NOTE BY GEOCACHING 2005 (PFF) AE7360'RECOVERED AS DESCRIBED. AE7360 AE7360 STATION RECOVERY (2005) AE7360 AE7360'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) AE7360'MARK NOT FOUND 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5120 *********************************************************************** EZ5120 DESIGNATION - DAN ALLEN EZ5120 PID - EZ5120 EZ5120 STATE/COUNTY- NC/WAKE EZ5120 USGS QUAD - RALEIGH WEST (1988) EZ5120 EZ5120 *CURRENT SURVEY CONTROL EZ5120 ___________________________________________________________________ EZ5120* NAD 83(1986)- 35 47 20.49575(N) 078 40 27.61302(W) ADJUSTED EZ5120* NAVD 88 - 127.14 (+/-2cm) 417.1 (feet) VERTCON EZ5120 ___________________________________________________________________ EZ5120 LAPLACE CORR- -7.05 (seconds) DEFLEC99 EZ5120 GEOID HEIGHT- -32.73 (meters) GEOID03 EZ5120 EZ5120 HORZ ORDER - SECOND EZ5120 VERT ORDER - THIRD ? (See Below) EZ5120 EZ5120.The North Carolina HARNS have been completed but, EZ5120.due to contractual restrictions, coordinates for these stations EZ5120.will NOT be published in the near future. In the interim, the EZ5120.published coordinates in North Carolina will not be EZ5120.consistent with the Continuously Operating Reference Stations EZ5120.(CORS). The HARN coordinates for these stations are available EZ5120.upon request. Contact Gary Thompson(919-733-3836). EZ5120. EZ5120.In addition, the published North Carolina positions EZ5120.(NAD 83 (1986)) are NOT consistent with those determined in EZ5120.adjacent state readjustments. The discontinuity between stations EZ5120.located in North Carolina and those in adjacent states EZ5120.which have been adjusted to the HARN may be as much as 5 EZ5120.decimeters. This will result in a significant loss of accuracy EZ5120.over lines crossing such state borders. EZ5120 EZ5120 EZ5120.The horizontal coordinates were established by classical geodetic methods EZ5120.and adjusted by the National Geodetic Survey in July 1986. EZ5120 EZ5120.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5120.The vertical order pertains to the NGVD 29 superseded value. EZ5120 EZ5120.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5120 EZ5120.The geoid height was determined by GEOID03. EZ5120 EZ5120; North East Units Scale Factor Converg. EZ5120;SPC NC - 226,241.514 639,039.698 MT 0.99991646 +0 11 16.7 EZ5120;SPC NC - 742,260.70 2,096,582.74 sFT 0.99991646 +0 11 16.7 EZ5120;UTM 17 - 3,963,044.216 710,181.742 MT 1.00014439 +1 21 38.0 EZ5120 EZ5120! - Elev Factor x Scale Factor = Combined Factor EZ5120!SPC NC - 0.99998518 x 0.99991646 = 0.99990164 EZ5120!UTM 17 - 0.99998518 x 1.00014439 = 1.00012957 EZ5120 EZ5120: Primary Azimuth Mark Grid Az EZ5120:SPC NC - MIGNON 102 53 12.3 EZ5120:UTM 17 - MIGNON 101 42 51.0 EZ5120 EZ5120|---------------------------------------------------------------------| EZ5120| PID Reference Object Distance Geod. Az | EZ5120| dddmmss.s | EZ5120| EZ5135 MIGNON APPROX. 0.6 KM 1030429.0 | EZ5120| EZ5114 BERRY TILE 443.258 METERS 2874446.7 | EZ5120|---------------------------------------------------------------------| EZ5120 EZ5120 SUPERSEDED SURVEY CONTROL EZ5120 EZ5120 NAD 27 - 35 47 19.95393(N) 078 40 28.59935(W) AD( ) 2 EZ5120 NGVD 29 (07/19/86) 127.41 (m) 418.0 (f) LEVELING 3 EZ5120 EZ5120.Superseded values are not recommended for survey control. EZ5120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5120.See file dsdata.txt to determine how the superseded data were derived. EZ5120 EZ5120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1018263044(NAD 83) EZ5120_MARKER: DE = TRAVERSE STATION DISK EZ5120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5120_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5120_STAMPING: DAN ALLEN 1967 EZ5120_MARK LOGO: NCGS EZ5120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5120+STABILITY: SURFACE MOTION EZ5120 EZ5120 HISTORY - Date Condition Report By EZ5120 HISTORY - 1967 MONUMENTED NCGS EZ5120 HISTORY - 1974 MARK NOT FOUND LOCENG EZ5120 HISTORY - 1984 GOOD USPSQD EZ5120 HISTORY - 1985 GOOD USPSQD EZ5120 HISTORY - 1988 GOOD USPSQD EZ5120 HISTORY - 20050706 GOOD GEOCAC EZ5120 EZ5120 STATION DESCRIPTION EZ5120 EZ5120'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ5120'DAN ALLEN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5120'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5120' EZ5120'DAN ALLEN IS LOCATED APPROXIMATELY 2.2 MILES WEST OF RALEIGH EZ5120'CAPITOL SQUARE. TO REACH STATION PROCEED FROM CAPITOL SQUARE EZ5120'WEST ON HILLSBOROUGH ST. FOR 2.2 MILES TO STATION ON SOUTH SIDE EZ5120'OF STREET AT T INTERSECTION OF DAN ALLEN DR. AND HILLSBOROUGH EZ5120'STS. STATION IS IN THE SOUTHEAST QUADRANT OF THE EZ5120'INTERSECTION. APPROXIMATELY 125 FT SOUTH OF ROYS DRIVE IN EZ5120'CLEANERS. APPROXIMATELY 75 FT NORTHWEST OF NORTHWEST CORNER EZ5120'OF STATE COLLEGE TEXTILE BUILDING. EZ5120' EZ5120'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5120'DAN ALLEN 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ5120'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5120' EZ5120'MARK IS EZ5120' EZ5120'25.5 FT NE OF STOP SIGN WITH ALUMINUM REF. TAG EZ5120' EZ5120'21.3 FT N OF 16 INCH PECAN TREE WITH ALUMINUM REF. TAG EZ5120' EZ5120'55.6 FT WNW OF PP WITH ALUMINUM REF. TAG EZ5120' EZ5120'40.0 FT SW OF C/L OF HILLSBOROUGH ST. EZ5120' EZ5120'33.0 FT ESE OF C/L OF DAN ALLEN DR. EZ5120' EZ5120'1.0 FT SW OF S EDGE OF SIDEWALK ON S. SIDE OF HILLSBOROUGH ST. EZ5120 EZ5120 STATION RECOVERY (1974) EZ5120 EZ5120'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (RB) EZ5120'DAN ALLEN 1967 DISTURBED-PROBABLY LOST. EZ5120 EZ5120 STATION RECOVERY (1984) EZ5120 EZ5120'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGS) EZ5120'DAN ALLEN 1967 RECOVERED GOOD. EZ5120' EZ5120'FOUND IN GOOD CONDITION. THE FOLLOWING SHOULD BE CHANGED IN EZ5120'THE DESCRIPTION--ROYS DRIVE IN CLEANERS IS NOW A SMALL BUILDING EZ5120'WITH BUSINESS OFFICES. THE TOP OF MARKER IS FLUSH WITH SURFACE OF EZ5120'A BRICK SIDEWALK. NONE OF THE ALUMINUM REF. TAGS WERE IN PLACE. EZ5120'THE 3RD AND 6TH REFERENCE POINTS ARE NO LONGER VALID. ADD EZ5120'THE FOLLOWING REFERENCE POINTS--7.8 FEET S OF FACE OF S CURB EZ5120'OF HILLSBOROUGH ST. EZ5120' EZ5120'9.2 FEET W OF CENTER OF TELEPHONE CO. MANHOLE COVER. EZ5120 EZ5120 STATION RECOVERY (1985) EZ5120 EZ5120'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) EZ5120'RECOVERED IN GOOD CONDITION. EZ5120 EZ5120 STATION RECOVERY (1988) EZ5120 EZ5120'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EZ5120'RECOVERED IN GOOD CONDITION. EZ5120 EZ5120 STATION RECOVERY (2005) EZ5120 EZ5120'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ5120'RECOVERED IN GOOD CONDITION. CONCRETE MONUMENT AND MARK ARE FLUSH IN A EZ5120'BRICK SIDEWALK, 4.8 FEET NORTH OF THE NORTH EDGE OF A LOW BRICK WALL, EZ5120'AND 8.2 (NOT 9.2) FEET WEST OF A TELEPHONE MANHOLE COVER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5121 *********************************************************************** EZ5121 DESIGNATION - DANCE EZ5121 PID - EZ5121 EZ5121 STATE/COUNTY- NC/WAKE EZ5121 USGS QUAD - RALEIGH WEST (1988) EZ5121 EZ5121 *CURRENT SURVEY CONTROL EZ5121 ___________________________________________________________________ EZ5121* NAD 83(1986)- 35 47 11.30838(N) 078 39 47.51315(W) ADJUSTED EZ5121* NAVD 88 - 122.78 (+/-2cm) 402.8 (feet) VERTCON EZ5121 ___________________________________________________________________ EZ5121 LAPLACE CORR- -7.22 (seconds) DEFLEC99 EZ5121 GEOID HEIGHT- -32.79 (meters) GEOID03 EZ5121 EZ5121 HORZ ORDER - SECOND EZ5121 VERT ORDER - THIRD ? (See Below) EZ5121 EZ5121.The North Carolina HARNS have been completed but, EZ5121.due to contractual restrictions, coordinates for these stations EZ5121.will NOT be published in the near future. In the interim, the EZ5121.published coordinates in North Carolina will not be EZ5121.consistent with the Continuously Operating Reference Stations EZ5121.(CORS). The HARN coordinates for these stations are available EZ5121.upon request. Contact Gary Thompson(919-733-3836). EZ5121. EZ5121.In addition, the published North Carolina positions EZ5121.(NAD 83 (1986)) are NOT consistent with those determined in EZ5121.adjacent state readjustments. The discontinuity between stations EZ5121.located in North Carolina and those in adjacent states EZ5121.which have been adjusted to the HARN may be as much as 5 EZ5121.decimeters. This will result in a significant loss of accuracy EZ5121.over lines crossing such state borders. EZ5121 EZ5121 EZ5121.The horizontal coordinates were established by classical geodetic methods EZ5121.and adjusted by the National Geodetic Survey in July 1986. EZ5121 EZ5121.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5121.The vertical order pertains to the NGVD 29 superseded value. EZ5121 EZ5121.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5121 EZ5121.The geoid height was determined by GEOID03. EZ5121 EZ5121; North East Units Scale Factor Converg. EZ5121;SPC NC - 225,961.737 640,047.557 MT 0.99991604 +0 11 39.8 EZ5121;SPC NC - 741,342.80 2,099,889.36 sFT 0.99991604 +0 11 39.8 EZ5121;UTM 17 - 3,962,785.063 711,195.349 MT 1.00014965 +1 22 01.2 EZ5121 EZ5121! - Elev Factor x Scale Factor = Combined Factor EZ5121!SPC NC - 0.99998588 x 0.99991604 = 0.99990192 EZ5121!UTM 17 - 0.99998588 x 1.00014965 = 1.00013552 EZ5121 EZ5121: Primary Azimuth Mark Grid Az EZ5121:SPC NC - MIGNON 288 40 45.5 EZ5121:UTM 17 - MIGNON 287 30 24.1 EZ5121 EZ5121|---------------------------------------------------------------------| EZ5121| PID Reference Object Distance Geod. Az | EZ5121| dddmmss.s | EZ5121| EZ5161 VOYAGER 318.524 METERS 11536 | EZ5121| EZ5135 MIGNON 475.165 METERS 2885225.3 | EZ5121|---------------------------------------------------------------------| EZ5121 EZ5121 SUPERSEDED SURVEY CONTROL EZ5121 EZ5121 NAD 27 - 35 47 10.76571(N) 078 39 48.50038(W) AD( ) 2 EZ5121 NGVD 29 (07/19/86) 123.05 (m) 403.7 (f) LEVELING 3 EZ5121 EZ5121.Superseded values are not recommended for survey control. EZ5121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5121.See file dsdata.txt to determine how the superseded data were derived. EZ5121 EZ5121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1119562785(NAD 83) EZ5121_MARKER: DE = TRAVERSE STATION DISK EZ5121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5121_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5121_STAMPING: DANCE 1967 EZ5121_MARK LOGO: NCGS EZ5121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5121+STABILITY: SURFACE MOTION EZ5121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5121+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2004 EZ5121 EZ5121 HISTORY - Date Condition Report By EZ5121 HISTORY - 1967 MONUMENTED NCGS EZ5121 HISTORY - 1984 GOOD USPSQD EZ5121 HISTORY - 19910502 GOOD USPSQD EZ5121 HISTORY - 20040613 GOOD USPSQD EZ5121 EZ5121 STATION DESCRIPTION EZ5121 EZ5121'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ5121'DANCE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ5121'THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5121' EZ5121'DANCE IS LOCATED APPROXIMATELY 1.5 MILES WEST OF RALEIGH EZ5121'CAPITOL SQUARE. TO REACH STATION PROCEED FROM CAPITOL SQUARE EZ5121'WEST ON HILLSBOROUGH ST. FOR 1.5 MILES TO STATION ON THE NORTH EZ5121'SIDE OF HILLSBOROUGH ST., AT THE T INTERSECTION OF MAIDEN LANE EZ5121'AND HILLSBOROUGH ST., BETWEEN CURB AND SIDEWALK, 100 FT EZ5121'NORTHEAST OF STATE COLLEGE BELL TOWER AND 75 FT SOUTHEAST OF EZ5121'DOOR TO ARTHUR MURRAY DANCE STUDIO. EZ5121' EZ5121'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5121'DANCE 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5121'WHICH IS 1 INCH ABOVE THE SURFACE OF THE GROUND. EZ5121' EZ5121'MARK IS EZ5121' EZ5121'3.4 FT W OF STREET MARKER FOR MAIDEN LANE AND HILLSBOROUGH ST. EZ5121' EZ5121'49.5 FT W OF PP WITH ALUMINUM REF. TAG EZ5121' EZ5121'60.4 FT SSW OF TP WITH ALUMINUM REF. TAG EZ5121' EZ5121'96.5 FT E OF PP WITH ALUMINUM REF. TAG EZ5121' EZ5121'57.0 FT S OF SE CORNER OF ARTHUR MURRAY DANCE STUDIO EZ5121' EZ5121'29.0 FT NE OF C/L OF HILLSBOROUGH ST. EZ5121' EZ5121'26.0 FT W OF C/L OF MAIDEN LANE EZ5121 EZ5121 STATION RECOVERY (1984) EZ5121 EZ5121'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGS) EZ5121'DANCE 1967 RECOVERED GOOD. EZ5121' EZ5121'THE STATION MARK WAS FOUND AS DESCRIBED WITH THE EXCEPTION THAT EZ5121'THE ARTHUR MURRAY DANCE STUDIO IS NOT THERE ANY MORE. THE BUILDING EZ5121'IS STILL THERE AND IS NOW NAMED THE HYLAND PLASMA CENTER. THE EZ5121'FIRST REFERENCE POINT HAS BEEN MOVED AND SHOULD NOW READ--13.8 EZ5121'FEET SW OF STOP SIGN WITH STREET MARKER FOR MAIDEN LANE AND EZ5121'HILLSBOROUGH ST. THE REST OF THE REFERENCE POINTS WERE OKAY EZ5121'BUT NONE OF THE ALUMINUM REF. TAGS WERE THERE. EZ5121 EZ5121 STATION RECOVERY (1991) EZ5121 EZ5121'RECOVERY NOTE BY US POWER SQUADRON 1991 (GS) EZ5121'RECOVERED IN GOOD CONDITION. EZ5121 EZ5121 STATION RECOVERY (2004) EZ5121 EZ5121'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN) EZ5121'NOW GRIFOLS BIOMED USA PLASMA CENTER 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2503 *********************************************************************** EZ2503 DESIGNATION - DANIEL EZ2503 PID - EZ2503 EZ2503 STATE/COUNTY- NC/WAKE EZ2503 USGS QUAD - RALEIGH EAST (1993) EZ2503 EZ2503 *CURRENT SURVEY CONTROL EZ2503 ___________________________________________________________________ EZ2503* NAD 83(1986)- 35 47 43.40774(N) 078 31 06.69801(W) ADJUSTED EZ2503* NAVD 88 - 94.659 (meters) 310.56 (feet) ADJUSTED EZ2503 ___________________________________________________________________ EZ2503 LAPLACE CORR- -6.88 (seconds) DEFLEC99 EZ2503 GEOID HEIGHT- -33.42 (meters) GEOID03 EZ2503 DYNAMIC HT - 94.576 (meters) 310.29 (feet) COMP EZ2503 MODELED GRAV- 979,754.9 (mgal) NAVD 88 EZ2503 EZ2503 HORZ ORDER - SECOND EZ2503 VERT ORDER - SECOND CLASS II EZ2503 EZ2503.The North Carolina HARNS have been completed but, EZ2503.due to contractual restrictions, coordinates for these stations EZ2503.will NOT be published in the near future. In the interim, the EZ2503.published coordinates in North Carolina will not be EZ2503.consistent with the Continuously Operating Reference Stations EZ2503.(CORS). The HARN coordinates for these stations are available EZ2503.upon request. Contact Gary Thompson(919-733-3836). EZ2503. EZ2503.In addition, the published North Carolina positions EZ2503.(NAD 83 (1986)) are NOT consistent with those determined in EZ2503.adjacent state readjustments. The discontinuity between stations EZ2503.located in North Carolina and those in adjacent states EZ2503.which have been adjusted to the HARN may be as much as 5 EZ2503.decimeters. This will result in a significant loss of accuracy EZ2503.over lines crossing such state borders. EZ2503 EZ2503 EZ2503.The horizontal coordinates were established by classical geodetic methods EZ2503.and adjusted by the National Geodetic Survey in July 1986. EZ2503 EZ2503.The orthometric height was determined by differential leveling EZ2503.and adjusted by the National Geodetic Survey in June 1991. EZ2503 EZ2503.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2503 EZ2503.The geoid height was determined by GEOID03. EZ2503 EZ2503.The dynamic height is computed by dividing the NAVD 88 EZ2503.geopotential number by the normal gravity value computed on the EZ2503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2503.degrees latitude (g = 980.6199 gals.). EZ2503 EZ2503.The modeled gravity was interpolated from observed gravity values. EZ2503 EZ2503; North East Units Scale Factor Converg. EZ2503;SPC NC - 227,004.873 653,120.681 MT 0.99991750 +0 16 40.4 EZ2503;SPC NC - 744,765.15 2,142,780.10 sFT 0.99991750 +0 16 40.4 EZ2503;UTM 17 - 3,964,096.034 724,247.862 MT 1.00021970 +1 27 07.2 EZ2503 EZ2503! - Elev Factor x Scale Factor = Combined Factor EZ2503!SPC NC - 0.99999039 x 0.99991750 = 0.99990789 EZ2503!UTM 17 - 0.99999039 x 1.00021970 = 1.00021009 EZ2503 EZ2503: Primary Azimuth Mark Grid Az EZ2503:SPC NC - MARK 266 38 45.7 EZ2503:UTM 17 - MARK 265 28 18.9 EZ2503 EZ2503|---------------------------------------------------------------------| EZ2503| PID Reference Object Distance Geod. Az | EZ2503| dddmmss.s | EZ2503| EZ2504 PERRY 497.756 METERS 0901152.6 | EZ2503| EZ5084 ZERO 494.438 METERS 2140805.7 | EZ2503| EZ5073 MARK 440.003 METERS 2665526.1 | EZ2503|---------------------------------------------------------------------| EZ2503 EZ2503 SUPERSEDED SURVEY CONTROL EZ2503 EZ2503 NAD 27 - 35 47 42.87315(N) 078 31 07.68578(W) AD( ) 2 EZ2503 NGVD 29 (??/??/92) 94.937 (m) 311.47 (f) ADJ UNCH 2 2 EZ2503 EZ2503.Superseded values are not recommended for survey control. EZ2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2503.See file dsdata.txt to determine how the superseded data were derived. EZ2503 EZ2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2424864096(NAD 83) EZ2503_MARKER: DE = TRAVERSE STATION DISK EZ2503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2503_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2503_STAMPING: DANIEL 1965 EZ2503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2503+STABILITY: SURFACE MOTION EZ2503 EZ2503 HISTORY - Date Condition Report By EZ2503 HISTORY - 1965 MONUMENTED NCGS EZ2503 HISTORY - 1976 GOOD NCGS EZ2503 EZ2503 STATION DESCRIPTION EZ2503 EZ2503'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ2503'DANIEL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2503'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ2503' EZ2503'DANIEL IS 6.9 MILES ENE OF RALEIGH AND 2.2 MILES W OF EZ2503'KNIGHTDALE. LOCATED 1.3 MILES E ALONG U.S. 64 FROM BRIDGE EZ2503'OVER NEUSE RIVER. 1.8 MILES W OF SR 2233. AT THE EZ2503'INTERSECTION OF U.S. 64 AND SR 2516. IN THE MEDIAN ON E EZ2503'SIDE OF CROSSOVER AND AT DANIELS STORE. EZ2503' EZ2503'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2503'DANIEL 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ2503'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2503' EZ2503'MARK IS EZ2503' EZ2503'15.5 FT S OF C/L OF W BOUND LANE EZ2503' EZ2503'34.0 FT N OF C/L OF E BOUND LANE EZ2503' EZ2503'4.0 FT S OF YELLOW ARROW PAINTED ON W BOUND LANE EZ2503' EZ2503'22.5 FT N OF YELLOW ARROW PAINTED ON E BOUND LANE EZ2503' EZ2503'27.2 FT NE OF SR 2516 ROAD SIGN EZ2503' EZ2503'17.7 FT NE OF C/L OF 18 INCH PIPE EZ2503' EZ2503'19.4 FT N OF REFLECTOR POST ON E SIDE OF CROSSOVER EZ2503' EZ2503'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ2503 EZ2503 STATION RECOVERY (1976) EZ2503 EZ2503'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2503'2.2 MI W FROM KNIGHTDALE. EZ2503'TO REACH STATION FROM THE US 64 BRIDGE OVER THE NEUSE RIVER, PROCEED EZ2503'EAST ALONG US 64 FOR 1.2 MILE TO SR 2516 (S) AND STATION IN THE MEDIAN EZ2503'ON EAST SIDE OF CROSSOVER AND IN FRONT OF DANIELS STORE. 27.7 FT. S EZ2503'OF CENTERLINE OF WEST BOUND LANE, 40.4 FT. N OF CENTERLINE OF EAST EZ2503'BOUND LANE, 27.0 FT. NE OF SR 2516 ROAD SIGN, 18.0 FT. NE OF EAST END EZ2503'OF CULVERT AT EAST SIDE OF CROSSOVER, 20.4 FT. NE OF REFLECTOR POST ON EZ2503'EAST SIDE OF CROSSOVER AND 100.9 FT. W OF CENTER OF TOP OF CONCRETE EZ2503'STORM DRAIN COVER IN MEDIAN. DISK IS SET IN CONCRETE CYLINDER, 2 EZ2503'INCHES BELOW THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6544 *********************************************************************** EZ6544 DESIGNATION - DARCH EZ6544 PID - EZ6544 EZ6544 STATE/COUNTY- NC/WAKE EZ6544 USGS QUAD - WAKE FOREST (1987) EZ6544 EZ6544 *CURRENT SURVEY CONTROL EZ6544 ___________________________________________________________________ EZ6544* NAD 83(1986)- 35 56 04.56730(N) 078 32 35.44916(W) ADJUSTED EZ6544* NAVD 88 - 104.4 (meters) 343. (feet) VERTCON EZ6544 ___________________________________________________________________ EZ6544 LAPLACE CORR- -7.38 (seconds) DEFLEC99 EZ6544 GEOID HEIGHT- -32.91 (meters) GEOID03 EZ6544 EZ6544 HORZ ORDER - SECOND EZ6544 EZ6544.The North Carolina HARNS have been completed but, EZ6544.due to contractual restrictions, coordinates for these stations EZ6544.will NOT be published in the near future. In the interim, the EZ6544.published coordinates in North Carolina will not be EZ6544.consistent with the Continuously Operating Reference Stations EZ6544.(CORS). The HARN coordinates for these stations are available EZ6544.upon request. Contact Gary Thompson(919-733-3836). EZ6544. EZ6544.In addition, the published North Carolina positions EZ6544.(NAD 83 (1986)) are NOT consistent with those determined in EZ6544.adjacent state readjustments. The discontinuity between stations EZ6544.located in North Carolina and those in adjacent states EZ6544.which have been adjusted to the HARN may be as much as 5 EZ6544.decimeters. This will result in a significant loss of accuracy EZ6544.over lines crossing such state borders. EZ6544 EZ6544 EZ6544.The horizontal coordinates were established by classical geodetic methods EZ6544.and adjusted by the National Geodetic Survey in December 1992. EZ6544 EZ6544.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6544 EZ6544.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6544 EZ6544.The geoid height was determined by GEOID03. EZ6544 EZ6544; North East Units Scale Factor Converg. EZ6544;SPC NC - 242,439.462 650,821.272 MT 0.99994349 +0 15 49.2 EZ6544;SPC NC - 795,403.47 2,135,236.12 sFT 0.99994349 +0 15 49.2 EZ6544;UTM 17 - 3,979,484.506 721,631.309 MT 1.00020530 +1 26 32.6 EZ6544 EZ6544! - Elev Factor x Scale Factor = Combined Factor EZ6544!SPC NC - 0.99998877 x 0.99994349 = 0.99993226 EZ6544!UTM 17 - 0.99998877 x 1.00020530 = 1.00019407 EZ6544 EZ6544: Primary Azimuth Mark Grid Az EZ6544:SPC NC - U 217 184 44 55.7 EZ6544:UTM 17 - U 217 183 34 12.3 EZ6544 EZ6544|---------------------------------------------------------------------| EZ6544| PID Reference Object Distance Geod. Az | EZ6544| dddmmss.s | EZ6544| CS7392 U 217 1850044.9 | EZ6544|---------------------------------------------------------------------| EZ6544 EZ6544 SUPERSEDED SURVEY CONTROL EZ6544 EZ6544 NGVD 29 (12/28/92) 104.7 (m) 344. (f) VERT ANG EZ6544 EZ6544.Superseded values are not recommended for survey control. EZ6544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6544.See file dsdata.txt to determine how the superseded data were derived. EZ6544 EZ6544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2163179485(NAD 83) EZ6544_MARKER: DH = HORIZONTAL CONTROL DISK EZ6544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6544_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6544_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6544+STABILITY: SURFACE MOTION EZ6544 EZ6544 HISTORY - Date Condition Report By EZ6544 HISTORY - 1984 MONUMENTED NCGS EZ6544 EZ6544 STATION DESCRIPTION EZ6544 EZ6544'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6544'STATION IS LOCATED ABOUT 5.8 KM (3.6 FT) SOUTH-SOUTHWEST OF WAKE EZ6544'FOREST AND 9.6 KM (12.2 MI) NORTH-NORTHEAST OF RALEIGH. EZ6544' EZ6544'ALONG US 1 SOUTH, 1.3 KM (0.8 MI) SOUTH OF US 1 - US 1A INTERSECTION EZ6544'(SOUTHWEST OF WAKE FOREST), ON SMALL HILL, ON PROLONGATION OF SOUTH EZ6544'SIDE OF ANIMAL CLINIC AND BETWEEN RIGHT-OF-WAY FENCE AND SOUTHBOUND EZ6544'LANES OF US 1. EZ6544' EZ6544'THE STATION IS A STANDARD NCGS DISK STAMPED---DARCH 1984---, SET EZ6544'INTO THE TOP OF A ROUND CONCRETE MONUMENT, 25 CM IN DIAMETER EZ6544'FLUSH WITH THE GROUND. LOCATED EZ6544'26.2 METERS (86.0 FT) WEST-NORTHWEST OF CENTERLINE OF SOUTHBOUND EZ6544'LANES, EZ6544'23.1 METERS (75.7 FT) EAST OF RIGHT-OF-WAY FENCE CENTER BRACE EZ6544'POST--AND EZ6544'5.0 METERS (16.4 FT) SOUTH OF 5 INCH DOGWOOD, EZ6544'12.7 METERS (41.6 FT) SOUTHEAST OF 10 INCH ELM, EZ6544'13.3 METERS (43.7 FT) EAST-SOUTHEAST OF 10 INCH PINE, AND EZ6544'15.3 METERS (50.3 FT) NORTHEAST OF 10 INCH PINE--ALL WITH REFERENCE EZ6544'TAGS. EZ6544' EZ6544'BM U 217 IS A STANDARD NGS FLANGE ENCASED ROD, THE ACCESS COVER IS EZ6544'STAMPED--U 217 1980--, LOCATED 0.4 KM (0.25 MI) SOUTH OF STATION EZ6544'DARCH 1984, BETWEEN HIGHWAY AND SERVICE ROAD AT INTERSECTION WITH EZ6544'ROAD TO ROCK QUARRY, BESIDE HIGHWAY FENCE, MARK IS 19.0 METERS (62.4 EZ6544'FT) WEST OF CENTERLINE OF SOUTHBOUND LANE OF HIGHWAY, 7.5 METERS EZ6544'(24.7 FT) EAST OF CENTERLINE OF SERVICE ROAD, 1.4 METERS (4.4 FT) EZ6544'NORTHWEST OF END OF FENCE POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7277 *********************************************************************** AE7277 DESIGNATION - DARNELL AE7277 PID - AE7277 AE7277 STATE/COUNTY- NC/WAKE AE7277 USGS QUAD - BAYLEAF (1987) AE7277 AE7277 *CURRENT SURVEY CONTROL AE7277 ___________________________________________________________________ AE7277* NAD 83(1986)- 35 59 20.78715(N) 078 41 51.27401(W) ADJUSTED AE7277* NAVD 88 - 129.5 (meters) 425. (feet) VERTCON AE7277 ___________________________________________________________________ AE7277 LAPLACE CORR- -6.68 (seconds) DEFLEC99 AE7277 GEOID HEIGHT- -32.13 (meters) GEOID03 AE7277 AE7277 HORZ ORDER - SECOND AE7277 AE7277.The North Carolina HARNS have been completed but, AE7277.due to contractual restrictions, coordinates for these stations AE7277.will NOT be published in the near future. In the interim, the AE7277.published coordinates in North Carolina will not be AE7277.consistent with the Continuously Operating Reference Stations AE7277.(CORS). The HARN coordinates for these stations are available AE7277.upon request. Contact Gary Thompson(919-733-3836). AE7277. AE7277.In addition, the published North Carolina positions AE7277.(NAD 83 (1986)) are NOT consistent with those determined in AE7277.adjacent state readjustments. The discontinuity between stations AE7277.located in North Carolina and those in adjacent states AE7277.which have been adjusted to the HARN may be as much as 5 AE7277.decimeters. This will result in a significant loss of accuracy AE7277.over lines crossing such state borders. AE7277 AE7277 AE7277.The horizontal coordinates were established by classical geodetic methods AE7277.and adjusted by the National Geodetic Survey in March 1998. AE7277 AE7277.The NAVD 88 height was computed by applying the VERTCON shift value to AE7277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7277 AE7277.The Laplace correction was computed from DEFLEC99 derived deflections. AE7277 AE7277.The geoid height was determined by GEOID03. AE7277 AE7277; North East Units Scale Factor Converg. AE7277;SPC NC - 248,433.690 636,871.360 MT 0.99995528 +0 10 28.4 AE7277;SPC NC - 815,069.53 2,089,468.79 sFT 0.99995528 +0 10 28.4 AE7277;UTM 17 - 3,985,191.716 707,557.957 MT 1.00013086 +1 21 12.5 AE7277 AE7277! - Elev Factor x Scale Factor = Combined Factor AE7277!SPC NC - 0.99998472 x 0.99995528 = 0.99994001 AE7277!UTM 17 - 0.99998472 x 1.00013086 = 1.00011558 AE7277 AE7277 SUPERSEDED SURVEY CONTROL AE7277 AE7277 NGVD 29 (03/10/98) 129.7 (m) 426. (f) VERT ANG AE7277 AE7277.Superseded values are not recommended for survey control. AE7277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7277.See file dsdata.txt to determine how the superseded data were derived. AE7277 AE7277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0755885192(NAD 83) AE7277_MARKER: DE = TRAVERSE STATION DISK AE7277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7277_STAMPING: DARNELL 1985 AE7277_MARK LOGO: NCGS AE7277_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7277+STABILITY: SURFACE MOTION AE7277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE7277+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2005 AE7277 AE7277 HISTORY - Date Condition Report By AE7277 HISTORY - 1985 MONUMENTED NCGS AE7277 HISTORY - 20050518 GOOD GEOCAC AE7277 AE7277 STATION DESCRIPTION AE7277 AE7277'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) AE7277'STATION IS LOCATED ABOUT 16.9 KM (10.50 MI) WEST OF WAKE FOREST. ALONG AE7277'NC 98 FOR 1.1 KM (0.70 MI) WEST FROM THE NC 50 UNDERPASS, OR AE7277'APPROXIMATELY 350 FT (106.7 M) NORTHWEST OF THE WAKEMINISTER BAPTIST AE7277'CHURCH, IN THE NORTHEAST QUADRANT OF INTERSECTION WITH A DRIVE NORTH. AE7277'MARK IS FLUSH WITH GROUND AND ABOUT 3 FEET (0.9 M) HIGHER THAN THE AE7277'HIGHWAY. LOCATED 20.0 M (65.6 FT) NORTH OF THE CENTERLINE OF THE AE7277'HIGHWAY, 6.3 M (20.7 FT) EAST OF THE CENTERLINE OF THE DRIVEWAY, 15.5 AE7277'M (50.9 FT) NORTHEAST OF THE WEST END OF THE DRIVEWAY CULVERT, 36.0 M AE7277'(118.1 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF GARY DARNELLS BRICK AE7277'RESIDENCE, AND 26.5 M (86.9 FT) WEST OF A POWER POLE WITH REFERENCE AE7277'TAG. AE7277 AE7277 STATION RECOVERY (2005) AE7277 AE7277'RECOVERY NOTE BY GEOCACHING 2005 (PFF) AE7277'RECOVERED AS DESCRIBED. AE7277' 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0979 *********************************************************************** EZ0979 DESIGNATION - DAVIS EZ0979 PID - EZ0979 EZ0979 STATE/COUNTY- NC/WAKE EZ0979 USGS QUAD - BAYLEAF (1987) EZ0979 EZ0979 *CURRENT SURVEY CONTROL EZ0979 ___________________________________________________________________ EZ0979* NAD 83(1986)- 35 53 54.46984(N) 078 40 50.32530(W) ADJUSTED EZ0979* NAVD 88 - 151.303 (meters) 496.40 (feet) ADJUSTED EZ0979 ___________________________________________________________________ EZ0979 LAPLACE CORR- -6.89 (seconds) DEFLEC99 EZ0979 GEOID HEIGHT- -32.43 (meters) GEOID03 EZ0979 DYNAMIC HT - 151.174 (meters) 495.98 (feet) COMP EZ0979 MODELED GRAV- 979,780.3 (mgal) NAVD 88 EZ0979 EZ0979 HORZ ORDER - SECOND EZ0979 VERT ORDER - SECOND CLASS 0 EZ0979 EZ0979.The North Carolina HARNS have been completed but, EZ0979.due to contractual restrictions, coordinates for these stations EZ0979.will NOT be published in the near future. In the interim, the EZ0979.published coordinates in North Carolina will not be EZ0979.consistent with the Continuously Operating Reference Stations EZ0979.(CORS). The HARN coordinates for these stations are available EZ0979.upon request. Contact Gary Thompson(919-733-3836). EZ0979. EZ0979.In addition, the published North Carolina positions EZ0979.(NAD 83 (1986)) are NOT consistent with those determined in EZ0979.adjacent state readjustments. The discontinuity between stations EZ0979.located in North Carolina and those in adjacent states EZ0979.which have been adjusted to the HARN may be as much as 5 EZ0979.decimeters. This will result in a significant loss of accuracy EZ0979.over lines crossing such state borders. EZ0979 EZ0979 EZ0979.The horizontal coordinates were established by classical geodetic methods EZ0979.and adjusted by the National Geodetic Survey in July 1986. EZ0979 EZ0979.The orthometric height was determined by differential leveling EZ0979.and adjusted by the National Geodetic Survey in June 1991. EZ0979 EZ0979.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0979 EZ0979.The geoid height was determined by GEOID03. EZ0979 EZ0979.The dynamic height is computed by dividing the NAVD 88 EZ0979.geopotential number by the normal gravity value computed on the EZ0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0979.degrees latitude (g = 980.6199 gals.). EZ0979 EZ0979.The modeled gravity was interpolated from observed gravity values. EZ0979 EZ0979; North East Units Scale Factor Converg. EZ0979;SPC NC - 238,381.431 638,430.337 MT 0.99993617 +0 11 03.6 EZ0979;SPC NC - 782,089.74 2,094,583.53 sFT 0.99993617 +0 11 03.6 EZ0979;UTM 17 - 3,975,171.715 709,323.516 MT 1.00013994 +1 21 37.6 EZ0979 EZ0979! - Elev Factor x Scale Factor = Combined Factor EZ0979!SPC NC - 0.99998134 x 0.99993617 = 0.99991751 EZ0979!UTM 17 - 0.99998134 x 1.00013994 = 1.00012128 EZ0979 EZ0979: Primary Azimuth Mark Grid Az EZ0979:SPC NC - SPRING VALLEY 175 20 58.7 EZ0979:UTM 17 - SPRING VALLEY 174 10 24.7 EZ0979 EZ0979|---------------------------------------------------------------------| EZ0979| PID Reference Object Distance Geod. Az | EZ0979| dddmmss.s | EZ0979| EZ0981 SPRING VALLEY APPROX. 2.2 KM 1753202.3 | EZ0979| EZ5206 WILDWOOD 428.224 METERS 3534146.5 | EZ0979| EZ0986 COUNTRY 496.921 METERS 3534957.6 | EZ0979|---------------------------------------------------------------------| EZ0979 EZ0979 SUPERSEDED SURVEY CONTROL EZ0979 EZ0979 NAD 27 - 35 53 53.94212(N) 078 40 51.31074(W) AD( ) 2 EZ0979 NGVD 29 (??/??/92) 151.59 (m) 497.3 (f) COMPUTED 2 0 EZ0979 EZ0979.Superseded values are not recommended for survey control. EZ0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0979.See file dsdata.txt to determine how the superseded data were derived. EZ0979 EZ0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0932475172(NAD 83) EZ0979_MARKER: DH = HORIZONTAL CONTROL DISK EZ0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0979_STAMPING: DAVIS 1961 EZ0979_MARK LOGO: NCGS EZ0979_MAGNETIC: N = NO MAGNETIC MATERIAL EZ0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0979+STABILITY: SURFACE MOTION EZ0979 EZ0979 HISTORY - Date Condition Report By EZ0979 HISTORY - 1961 MONUMENTED NCGS EZ0979 HISTORY - 1973 GOOD NCGS EZ0979 HISTORY - 1978 GOOD ALSTER EZ0979 HISTORY - 19860401 GOOD NCGS EZ0979 HISTORY - 19870401 MARK NOT FOUND NCGS EZ0979 EZ0979 STATION DESCRIPTION EZ0979 EZ0979'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ0979'DAVIS IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0979'VICINITY OF RALEIGH, NORTH CAROLINA. EZ0979' EZ0979'DAVIS IS 8.8 MILES N OF RALEIGH. PROCEED ON US 70 AT CRABTREE CREEK EZ0979'FOR 0.4 MILES TO INTERSECTION OF NC 50. BEAR RIGHT ON NC 50 TOWARDS EZ0979'CREEDMOOR AND GO 4.1 MILES TO STATION ON RIGHT SIDE OF ROAD. OR EZ0979'0.2 MILES S OF INTERSECTION OF SR 1829 AND NC 50 AND APPROXIMATELY EZ0979'200 FEET S OF AMOCO FILLING STATION. EZ0979' EZ0979'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ0979'DAVIS 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ0979'IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ0979' EZ0979'MARK IS-- EZ0979'79.8 FEET NW OF PP WITH ALUMINUM REF. TAG. EZ0979'21.1 FEET W OF 18 INCH SPANISH OAK WITH ALUMINUM REF. TAG. EZ0979'29.7 FEET WSW OF 20 INCH SPANISH OAK WITH ALUMINUM REF. TAG. EZ0979'42.5 FEET N OF C/L OF DRIVEWAY TO EAST. EZ0979'14.2 FEET E OF C/L OF NC 50. EZ0979 EZ0979 STATION RECOVERY (1973) EZ0979 EZ0979'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0979'5.5 MI NW FROM MILLBROOK. EZ0979'DAVIS IS LOCATED APPROXIMATELY 8.5 MILES NNW OF CAPITOL SQUARE EZ0979'IN RALEIGH. TO REACH STATION FROM INTERSECTION OF NC 50 WITH U.S. EZ0979'70 AT CRABTREE VALLEY MALL, PROCEED NORTH ALONG NC 50 FOR 3.85 EZ0979'MILES TO A ROAD LEADING EAST AND STATION IN NE QUADRANT OF EZ0979'INTERSECTION, 0.25 MILES SOUTH OF INTERSECTION NC 50 AND SR 1829, EZ0979'14.2 FT EAST OF C/L OF NC 50, 42.5 FT NORTH OF C/L OF ROAD EZ0979'LEADING EAST, 28.7 FT SW OF 24 IN WATER OAK, 19.8 FT WEST OF EZ0979'21 IN WATER OAK, AND 72.7 FT NNW OF PP W/ALUMINUM REF. TAG. EZ0979'DISK IS SET IN CONCRETE CYLINDER 1 INCH BELOW THE SURFACE OF THE EZ0979'GROUND. EZ0979 EZ0979 STATION RECOVERY (1978) EZ0979 EZ0979'RECOVERY NOTE BY ALSTER AND ASSOCIATES ENGINEERS 1978 (LOC) EZ0979'DAVIS 1961 GOOD. EZ0979 EZ0979 STATION RECOVERY (1986) EZ0979 EZ0979'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (LWA) EZ0979'RECOVERED AS DESCRIBED. MARK IS 83.4 FT (25.4 M) WEST-SOUTHWEST OF EZ0979'THE NORTHWEST CORNER OF A BRICK RESIDENCE, 1.5 FT (0.5 M) EAST OF THE EZ0979'EDGE OF THE PAVEMENT, AND 73.6 FT (22.4 M) NORTH-NORTHWEST OF A EZ0979'TELEPHONE PEDESTAL BESIDE A POWER POLE WITH A TRANSFORMER AND A EZ0979'REFERENCE TAG. EZ0979 EZ0979 STATION RECOVERY (1987) EZ0979 EZ0979'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ0979'STATION WAS NOT FOUND AND IS CONSIDERED TO BE PROBABLY LOST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5296 *********************************************************************** EZ5296 DESIGNATION - DEAVER EZ5296 PID - EZ5296 EZ5296 STATE/COUNTY- NC/WAKE EZ5296 USGS QUAD - LAKE WHEELER (1993) EZ5296 EZ5296 *CURRENT SURVEY CONTROL EZ5296 ___________________________________________________________________ EZ5296* NAD 83(1986)- 35 38 22.06573(N) 078 38 09.73585(W) ADJUSTED EZ5296* NAVD 88 - 113.6 (meters) 373. (feet) VERTCON EZ5296 ___________________________________________________________________ EZ5296 LAPLACE CORR- -6.90 (seconds) DEFLEC99 EZ5296 GEOID HEIGHT- -33.17 (meters) GEOID03 EZ5296 EZ5296 HORZ ORDER - SECOND EZ5296 EZ5296.The North Carolina HARNS have been completed but, EZ5296.due to contractual restrictions, coordinates for these stations EZ5296.will NOT be published in the near future. In the interim, the EZ5296.published coordinates in North Carolina will not be EZ5296.consistent with the Continuously Operating Reference Stations EZ5296.(CORS). The HARN coordinates for these stations are available EZ5296.upon request. Contact Gary Thompson(919-733-3836). EZ5296. EZ5296.In addition, the published North Carolina positions EZ5296.(NAD 83 (1986)) are NOT consistent with those determined in EZ5296.adjacent state readjustments. The discontinuity between stations EZ5296.located in North Carolina and those in adjacent states EZ5296.which have been adjusted to the HARN may be as much as 5 EZ5296.decimeters. This will result in a significant loss of accuracy EZ5296.over lines crossing such state borders. EZ5296 EZ5296 EZ5296.The horizontal coordinates were established by classical geodetic methods EZ5296.and adjusted by the National Geodetic Survey in July 1986. EZ5296 EZ5296.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5296 EZ5296.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5296 EZ5296.The geoid height was determined by GEOID03. EZ5296 EZ5296; North East Units Scale Factor Converg. EZ5296;SPC NC - 209,660.552 642,562.597 MT 0.99989542 +0 12 36.2 EZ5296;SPC NC - 687,861.33 2,108,140.79 sFT 0.99989542 +0 12 36.2 EZ5296;UTM 17 - 3,946,534.550 714,043.507 MT 1.00016460 +1 22 40.7 EZ5296 EZ5296! - Elev Factor x Scale Factor = Combined Factor EZ5296!SPC NC - 0.99998737 x 0.99989542 = 0.99988279 EZ5296!UTM 17 - 0.99998737 x 1.00016460 = 1.00015197 EZ5296 EZ5296: Primary Azimuth Mark Grid Az EZ5296:SPC NC - BRITT 092 48 32.7 EZ5296:UTM 17 - BRITT 091 38 28.2 EZ5296 EZ5296|---------------------------------------------------------------------| EZ5296| PID Reference Object Distance Geod. Az | EZ5296| dddmmss.s | EZ5296| EZ5294 BRITT APPROX. 0.8 KM 0930108.9 | EZ5296| EZ5298 DUPREE 440.830 METERS 2831213.3 | EZ5296|---------------------------------------------------------------------| EZ5296 EZ5296 SUPERSEDED SURVEY CONTROL EZ5296 EZ5296 NAD 27 - 35 38 21.50742(N) 078 38 10.71034(W) AD( ) 2 EZ5296 NGVD 29 (07/19/86) 113.9 (m) 374. (f) VERT ANG EZ5296 EZ5296.Superseded values are not recommended for survey control. EZ5296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5296.See file dsdata.txt to determine how the superseded data were derived. EZ5296 EZ5296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1404446535(NAD 83) EZ5296_MARKER: DE = TRAVERSE STATION DISK EZ5296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5296_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5296_STAMPING: DEAVER 1968 EZ5296_MARK LOGO: NCGS EZ5296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5296+STABILITY: SURFACE MOTION EZ5296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5296+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2005 EZ5296 EZ5296 HISTORY - Date Condition Report By EZ5296 HISTORY - 1968 MONUMENTED NCGS EZ5296 HISTORY - 1976 GOOD NGS EZ5296 HISTORY - 1979 GOOD NCGS EZ5296 HISTORY - 20050820 GOOD GEOCAC EZ5296 EZ5296 STATION DESCRIPTION EZ5296 EZ5296'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EZ5296'DEAVER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5296'IN THE VICINITY OF CLAYTON, NORTH CAROLINA. EZ5296' EZ5296'DEAVER IS LOCATED APPROXIMATELY 5.0 MILES SOUTHWEST OF THE EZ5296'CENTER OF GARNER. TO REACH STATION PROCEED FROM THE INTERSECTION EZ5296'OF NC 50 WITH U.S. 70 IN GARNER, GO SOUTH ON NC 50 FOR 5.15 EZ5296'MILES TO INTERSECTION OF SR 1010, TURN RIGHT (WEST) ON SR 1010 EZ5296'FOR 1.0 MILE TO STATION. WHICH IS ON THE SOUTH SIDE OF SR 1010 EZ5296'AT FENCE CORNER, 0.3 MILES EAST OF INTERSECTION OF SR 2727 EZ5296'WITH SR 1010 AND ABOUT 500 FEET EAST OF EVANS GROCERY. EZ5296' EZ5296'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5296'DEAVER 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5296'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5296' EZ5296'MARK IS EZ5296' EZ5296'21.1 FT S OF C/L OF SR 1010 EZ5296' EZ5296'1.6 FT WNW OF CORNER FENCE POST WITH ALUMINUM REF. TAG EZ5296' EZ5296'8.5 FT W OF 1ST POST EAST OF CORNER, AND WITH ALUMINUM REF. TAG EZ5296' EZ5296'13.3 FT N OF PP 19 WITH ALUMINUM REF. TAG ON S SIDE OF SR 1010 EZ5296 EZ5296 STATION RECOVERY (1976) EZ5296 EZ5296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ACD) EZ5296'RECOVERED IN GOOD CONDITION. EZ5296' EZ5296'CHANGE EVANS GROCERY TO READ A SMALL GROCERY. EZ5296' EZ5296'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EZ5296'5.0 MILES SW OF GARNER. EZ5296 EZ5296 STATION RECOVERY (1979) EZ5296 EZ5296'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EZ5296'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ5296 EZ5296 STATION RECOVERY (2005) EZ5296 EZ5296'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ5296'RECOVERED IN THE NW CORNER OF THE YARD AT 10304 TEN-TEN ROAD, OWNED BY EZ5296'J.B. MULLINS (WAKE COUNTY PIN 1608-87-2684). MARK IS RECESSED 10 EZ5296'INCHES INSIDE A PIPE WITH A BLACK PLASTIC LID. MARK IS ON THE NORTH EZ5296'EDGE OF A FLOWER BED. EZ5296' EZ5296'DELETE REFERENCE TO EVANS STORE, WHICH HAS BEEN TORN DOWN. EZ5296' 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2389 *********************************************************************** EZ2389 DESIGNATION - DEERE EZ2389 PID - EZ2389 EZ2389 STATE/COUNTY- NC/WAKE EZ2389 USGS QUAD - ZEBULON (1981) EZ2389 EZ2389 *CURRENT SURVEY CONTROL EZ2389 ___________________________________________________________________ EZ2389* NAD 83(1986)- 35 50 56.38485(N) 078 19 58.34643(W) ADJUSTED EZ2389* NAVD 88 - 107.092 (meters) 351.35 (feet) ADJUSTED EZ2389 ___________________________________________________________________ EZ2389 LAPLACE CORR- -4.56 (seconds) DEFLEC99 EZ2389 GEOID HEIGHT- -33.94 (meters) GEOID03 EZ2389 DYNAMIC HT - 106.998 (meters) 351.04 (feet) COMP EZ2389 MODELED GRAV- 979,752.1 (mgal) NAVD 88 EZ2389 EZ2389 HORZ ORDER - SECOND EZ2389 VERT ORDER - SECOND CLASS II EZ2389 EZ2389.The North Carolina HARNS have been completed but, EZ2389.due to contractual restrictions, coordinates for these stations EZ2389.will NOT be published in the near future. In the interim, the EZ2389.published coordinates in North Carolina will not be EZ2389.consistent with the Continuously Operating Reference Stations EZ2389.(CORS). The HARN coordinates for these stations are available EZ2389.upon request. Contact Gary Thompson(919-733-3836). EZ2389. EZ2389.In addition, the published North Carolina positions EZ2389.(NAD 83 (1986)) are NOT consistent with those determined in EZ2389.adjacent state readjustments. The discontinuity between stations EZ2389.located in North Carolina and those in adjacent states EZ2389.which have been adjusted to the HARN may be as much as 5 EZ2389.decimeters. This will result in a significant loss of accuracy EZ2389.over lines crossing such state borders. EZ2389 EZ2389 EZ2389.The horizontal coordinates were established by classical geodetic methods EZ2389.and adjusted by the National Geodetic Survey in July 1986. EZ2389 EZ2389.The orthometric height was determined by differential leveling EZ2389.and adjusted by the National Geodetic Survey in June 1991. EZ2389 EZ2389.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2389 EZ2389.The geoid height was determined by GEOID03. EZ2389 EZ2389.The dynamic height is computed by dividing the NAVD 88 EZ2389.geopotential number by the normal gravity value computed on the EZ2389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2389.degrees latitude (g = 980.6199 gals.). EZ2389 EZ2389.The modeled gravity was interpolated from observed gravity values. EZ2389 EZ2389; North East Units Scale Factor Converg. EZ2389;SPC NC - 233,049.110 669,861.357 MT 0.99992681 +0 23 06.2 EZ2389;SPC NC - 764,595.29 2,197,703.47 sFT 0.99992681 +0 23 06.2 EZ2389;UTM 17 - 3,970,484.745 740,866.702 MT 1.00031496 +1 33 45.9 EZ2389 EZ2389! - Elev Factor x Scale Factor = Combined Factor EZ2389!SPC NC - 0.99998852 x 0.99992681 = 0.99991533 EZ2389!UTM 17 - 0.99998852 x 1.00031496 = 1.00030348 EZ2389 EZ2389: Primary Azimuth Mark Grid Az EZ2389:SPC NC - OLIVE 150 44 58.5 EZ2389:UTM 17 - OLIVE 149 34 18.8 EZ2389 EZ2389|---------------------------------------------------------------------| EZ2389| PID Reference Object Distance Geod. Az | EZ2389| dddmmss.s | EZ2389| EZ2388 OLIVE APPROX. 0.8 KM 1510804.7 | EZ2389|---------------------------------------------------------------------| EZ2389 EZ2389 SUPERSEDED SURVEY CONTROL EZ2389 EZ2389 NAD 27 - 35 50 55.83064(N) 078 19 59.34895(W) AD( ) 2 EZ2389 NGVD 29 (??/??/92) 107.374 (m) 352.28 (f) ADJ UNCH 2 2 EZ2389 EZ2389.Superseded values are not recommended for survey control. EZ2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2389.See file dsdata.txt to determine how the superseded data were derived. EZ2389 EZ2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4086770485(NAD 83) EZ2389_MARKER: DE = TRAVERSE STATION DISK EZ2389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2389_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2389_STAMPING: DEERE 1969 EZ2389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2389+STABILITY: SURFACE MOTION EZ2389_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ2389+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2004 EZ2389 EZ2389 HISTORY - Date Condition Report By EZ2389 HISTORY - 1969 MONUMENTED NCGS EZ2389 HISTORY - 1976 GOOD NCGS EZ2389 HISTORY - 20041130 GOOD USPSQD EZ2389 EZ2389 STATION DESCRIPTION EZ2389 EZ2389'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ2389'DEERE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ2389'THE VICINITY OF ZEBULON, NORTH CAROLINA. EZ2389' EZ2389'DEERE IS LOCATED APPROXIMATELY 2.0 MILES NORTHWEST OF ZEBULON. TO EZ2389'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 264, U.S. 64, EZ2389'NC 97 AND NC 96 IN ZEBULON, GO NORTHWEST ON NC 96 FOR 2.0 MILES TO EZ2389'STATION ON RIGHT, WHICH IS 0.1 MILE SOUTHEAST OF SR 2337, IN EZ2389'NORTHWEST CORNER OF YARD OF RESIDENCE OF W.E. BOBBITT. EZ2389' EZ2389'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2389'DEERE 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2389'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2389' EZ2389'MARK IS EZ2389' EZ2389'28.9 FT ENE OF C/L OF NC 96 EZ2389' EZ2389'99.1 FT SSW OF PP WITH ALUMINUM REF. TAG EZ2389' EZ2389'8.0 FT WNW OF 6 INCH OAK EZ2389' EZ2389'128.7 FT NW OF PP 21 WITH ALUMINUM REF. TAG EZ2389' EZ2389'11.1 FT WSW OF CORNER OF WHITE WOODEN FENCE EZ2389 EZ2389 STATION RECOVERY (1976) EZ2389 EZ2389'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2389'2.0 MI NNW FROM ZEBULON. EZ2389'TO REACH STATION FROM THE NC 96 OVERPASS OF US 64 BYPASS AT NORTH EDGE EZ2389'OF ZEBULON, PROCEED NORTHWEST ALONG NC 96 FOR 1.2 MILES TO STATION ON EZ2389'RIGHT, IN NORTHWEST CORNER OF W. E. BOBBITT YARD, 0.1 MILE SOUTHEAST EZ2389'OF Y INTERSECTION WITH SR 2337. 28.9 FT. ENE OF CENTERLINE OF NC 96, EZ2389'99.1 FT. SSW OF POWER POLE WITH ALUMINUM REF. TAG, 8.0 FT. WNW OF 6 EZ2389'INCH OAK, 128.7 FT. NW OF POWER POLE NO. 21 WITH ALUMINUM REF. TAG AND EZ2389'11.1 FT. WSW OF CORNER OF WHITE WOODEN FENCE. DISK IS SET IN CONCRETE EZ2389'CYLINDER, 1 INCH BELOW THE SURFACE OF THE GROUND. EZ2389 EZ2389 STATION RECOVERY (2004) EZ2389 EZ2389'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ2389'RECOVERED AS DESCRIBED, ALL REFERENCE MARKS REMOVED 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6545 *********************************************************************** EZ6545 DESIGNATION - DEISEL EZ6545 PID - EZ6545 EZ6545 STATE/COUNTY- NC/WAKE EZ6545 USGS QUAD - WAKE FOREST (1987) EZ6545 EZ6545 *CURRENT SURVEY CONTROL EZ6545 ___________________________________________________________________ EZ6545* NAD 83(1986)- 35 55 07.48321(N) 078 32 46.38814(W) ADJUSTED EZ6545* NAVD 88 - 88.3 (meters) 290. (feet) VERTCON EZ6545 ___________________________________________________________________ EZ6545 LAPLACE CORR- -7.51 (seconds) DEFLEC99 EZ6545 GEOID HEIGHT- -32.95 (meters) GEOID03 EZ6545 EZ6545 HORZ ORDER - SECOND EZ6545 EZ6545.The North Carolina HARNS have been completed but, EZ6545.due to contractual restrictions, coordinates for these stations EZ6545.will NOT be published in the near future. In the interim, the EZ6545.published coordinates in North Carolina will not be EZ6545.consistent with the Continuously Operating Reference Stations EZ6545.(CORS). The HARN coordinates for these stations are available EZ6545.upon request. Contact Gary Thompson(919-733-3836). EZ6545. EZ6545.In addition, the published North Carolina positions EZ6545.(NAD 83 (1986)) are NOT consistent with those determined in EZ6545.adjacent state readjustments. The discontinuity between stations EZ6545.located in North Carolina and those in adjacent states EZ6545.which have been adjusted to the HARN may be as much as 5 EZ6545.decimeters. This will result in a significant loss of accuracy EZ6545.over lines crossing such state borders. EZ6545 EZ6545 EZ6545.The horizontal coordinates were established by classical geodetic methods EZ6545.and adjusted by the National Geodetic Survey in December 1992. EZ6545 EZ6545.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6545 EZ6545.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6545 EZ6545.The geoid height was determined by GEOID03. EZ6545 EZ6545; North East Units Scale Factor Converg. EZ6545;SPC NC - 240,678.904 650,555.135 MT 0.99994023 +0 15 42.9 EZ6545;SPC NC - 789,627.37 2,134,362.97 sFT 0.99994023 +0 15 42.9 EZ6545;UTM 17 - 3,977,718.383 721,401.376 MT 1.00020405 +1 26 24.2 EZ6545 EZ6545! - Elev Factor x Scale Factor = Combined Factor EZ6545!SPC NC - 0.99999131 x 0.99994023 = 0.99993154 EZ6545!UTM 17 - 0.99999131 x 1.00020405 = 1.00019536 EZ6545 EZ6545|---------------------------------------------------------------------| EZ6545| PID Reference Object Distance Geod. Az | EZ6545| dddmmss.s | EZ6545| EZ1921 V 217 27834 | EZ6545|---------------------------------------------------------------------| EZ6545 EZ6545 SUPERSEDED SURVEY CONTROL EZ6545 EZ6545 NGVD 29 (12/28/92) 88.6 (m) 291. (f) VERT ANG EZ6545 EZ6545.Superseded values are not recommended for survey control. EZ6545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6545.See file dsdata.txt to determine how the superseded data were derived. EZ6545 EZ6545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2140177718(NAD 83) EZ6545_MARKER: DH = HORIZONTAL CONTROL DISK EZ6545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6545_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6545_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6545+STABILITY: SURFACE MOTION EZ6545 EZ6545 HISTORY - Date Condition Report By EZ6545 HISTORY - 1984 MONUMENTED NCGS EZ6545 EZ6545 STATION DESCRIPTION EZ6545 EZ6545'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6545'STATION IS LOCATED ABOUT 7.6 KM (4.7 MI)SOUTH-SOUTHWEST EZ6545'OF WAKE FOREST AND 17.5 KM (10.9 MI) NORTH-NORTHEAST OF RALEIGH. EZ6545' EZ6545'ALONG US 1, 1.3 KM (1.9 MI) SOUTH OF US 1 AND US 1A EZ6545'INTERSECTION (SOUTHWEST OF WAKE FOREST), AT INTERSECTION WITH EZ6545'SR 2045 (BURLINGTON MILLS ROAD), IN THE NORTHEAST QUADRANT, BETWEEN EZ6545'SR 2045 AND THE SOUTHWEST DRIVEWAY ENTRANCE TO THE CAPITAL CITY EZ6545'TRUCK STOP. EZ6545' EZ6545'THE STATION IS A STANDARD NCGS DISK STAMPED---DEISEL 1984---, SET EZ6545'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER, FLUSH EZ6545'WITH THE GROUND. LOCATED EZ6545'11.6 METERS (36.6 FT) SOUTHEAST OF CENTERLINE OF NORTHBOUND LANES, EZ6545'36.6 METERS (120.0 FT) NORTHEAST OF CENTERLINE OF SR 2045, EZ6545'15.4 METERS (50.5 FT) SOUTHWEST OF SOUTHWEST DRIVEWAY, EZ6545'9.8 METERS (32.2 FT) EAST-NORTHEAST OF METAL DRAIN COVER, AND EZ6545'21.5 METERS (70.5 FT) NORTH OF UNION 76 SIGN POST. EZ6545' EZ6545'BM U 217 IS A STANDARD NGS FLANGE ENCLASED ROD, THE ACCESS COVER IS EZ6545'STAMPED--U 217 1980--, LOCATED 6.9 METERS (22.6 FT) NORTHWEST OF EZ6545'CENTERLINE OF SOUTHBOUND LANES OF HIGHWAY, 3.2 METERS (10.5 FT) EZ6545'NORTHEAST OF FENCE POST AND 0.3 METER (1.0 FT) NORTHEAST OF EZ6545'RIGHT-OF-WAY POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5459 *********************************************************************** EZ5459 DESIGNATION - DELTA EZ5459 PID - EZ5459 EZ5459 STATE/COUNTY- NC/WAKE EZ5459 USGS QUAD - GREEN LEVEL (1993) EZ5459 EZ5459 *CURRENT SURVEY CONTROL EZ5459 ___________________________________________________________________ EZ5459* NAD 83(1986)- 35 51 05.13237(N) 078 53 39.85763(W) ADJUSTED EZ5459* NAVD 88 - 83.178 (meters) 272.89 (feet) ADJUSTED EZ5459 ___________________________________________________________________ EZ5459 LAPLACE CORR- -5.72 (seconds) DEFLEC99 EZ5459 GEOID HEIGHT- -31.73 (meters) GEOID03 EZ5459 DYNAMIC HT - 83.109 (meters) 272.67 (feet) COMP EZ5459 MODELED GRAV- 979,798.1 (mgal) NAVD 88 EZ5459 EZ5459 HORZ ORDER - SECOND EZ5459 VERT ORDER - SECOND CLASS II EZ5459 EZ5459.The North Carolina HARNS have been completed but, EZ5459.due to contractual restrictions, coordinates for these stations EZ5459.will NOT be published in the near future. In the interim, the EZ5459.published coordinates in North Carolina will not be EZ5459.consistent with the Continuously Operating Reference Stations EZ5459.(CORS). The HARN coordinates for these stations are available EZ5459.upon request. Contact Gary Thompson(919-733-3836). EZ5459. EZ5459.In addition, the published North Carolina positions EZ5459.(NAD 83 (1986)) are NOT consistent with those determined in EZ5459.adjacent state readjustments. The discontinuity between stations EZ5459.located in North Carolina and those in adjacent states EZ5459.which have been adjusted to the HARN may be as much as 5 EZ5459.decimeters. This will result in a significant loss of accuracy EZ5459.over lines crossing such state borders. EZ5459 EZ5459 EZ5459.The horizontal coordinates were established by classical geodetic methods EZ5459.and adjusted by the National Geodetic Survey in August 2000. EZ5459 EZ5459.The orthometric height was determined by differential leveling EZ5459.and adjusted by the National Geodetic Survey in December 2000. EZ5459 EZ5459.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5459 EZ5459.The geoid height was determined by GEOID03. EZ5459 EZ5459.The dynamic height is computed by dividing the NAVD 88 EZ5459.geopotential number by the normal gravity value computed on the EZ5459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ5459.degrees latitude (g = 980.6199 gals.). EZ5459 EZ5459.The modeled gravity was interpolated from observed gravity values. EZ5459 EZ5459; North East Units Scale Factor Converg. EZ5459;SPC NC - 233,121.288 619,139.195 MT 0.99992725 +0 03 39.4 EZ5459;SPC NC - 764,832.09 2,031,292.51 sFT 0.99992725 +0 03 39.4 EZ5459;UTM 17 - 3,969,516.398 690,141.157 MT 1.00004551 +1 14 00.9 EZ5459 EZ5459! - Elev Factor x Scale Factor = Combined Factor EZ5459!SPC NC - 0.99999193 x 0.99992725 = 0.99991918 EZ5459!UTM 17 - 0.99999193 x 1.00004551 = 1.00003743 EZ5459 EZ5459: Primary Azimuth Mark Grid Az EZ5459:SPC NC - BASS 353 36 22.9 EZ5459:UTM 17 - BASS 352 26 01.4 EZ5459 EZ5459|---------------------------------------------------------------------| EZ5459| PID Reference Object Distance Geod. Az | EZ5459| dddmmss.s | EZ5459| EZ5460 ECHO 366.545 METERS 15940 | EZ5459| EZ5455 BASS 436.812 METERS 3534002.3 | EZ5459|---------------------------------------------------------------------| EZ5459 EZ5459 SUPERSEDED SURVEY CONTROL EZ5459 EZ5459 NAD 83(1986)- 35 51 05.13400(N) 078 53 39.85771(W) AD( ) 2 EZ5459 NAD 27 - 35 51 04.60541(N) 078 53 40.83580(W) AD( ) 2 EZ5459 NAVD 88 (08/15/00) 83.18 (m) 272.9 (f) LEVELING 3 EZ5459 NGVD 29 (07/19/86) 83.5 (m) 274. (f) VERT ANG EZ5459 EZ5459.Superseded values are not recommended for survey control. EZ5459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5459.See file dsdata.txt to determine how the superseded data were derived. EZ5459 EZ5459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9014169516(NAD 83) EZ5459_MARKER: DH = HORIZONTAL CONTROL DISK EZ5459_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND EZ5459_STAMPING: DELTA 1961 EZ5459_MARK LOGO: NCGS EZ5459_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ5459_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ5459_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ5459+SATELLITE: SATELLITE OBSERVATIONS - February 28, 1996 EZ5459 EZ5459 HISTORY - Date Condition Report By EZ5459 HISTORY - 1961 MONUMENTED NCGS EZ5459 HISTORY - 19960228 GOOD NCGS EZ5459 EZ5459 STATION DESCRIPTION EZ5459 EZ5459'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ5459'DELTA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ5459'THE VICINITY OF DURHAM, NORTH CAROLINA. EZ5459' EZ5459'DELTA IS LOCATED APPROXIMATELY 2.5 MILES NNW OF CARPENTER, EZ5459'N. C. AND 4.4 MILES NW OF MORRISVILLE, N. C. TO REACH STATION EZ5459'PROCEED FROM THE INTERSECTION OF SR 1624 AND NC 55 SOUTH ON NC 55 EZ5459'FOR 2.35 MILES TO STATION. THE STATION IS LOCATED ON THE WEST EZ5459'SHOULDER OF NC 55 ON CURVE SOUTHEAST OF WEST END OF CULVERT. EZ5459' EZ5459'STATION MARK IS A PRECAST MONUMENT WITH A N. C. BRASS TRAVERSE EZ5459'DISK, STAMPED DELTA 1961, WHICH IS 12 INCHES BELOW THE SURFACE EZ5459'OF THE GROUND. EZ5459' EZ5459'MARK IS EZ5459' EZ5459'35.3 FT W OF C/L OF NC 55 EZ5459' EZ5459'10.7 FT SE OF WEST END OF CULVERT EZ5459' EZ5459'30.3 FT E OF 18 INCH OAK TREE WITH ALUMINUM REF. TAG EZ5459' EZ5459'96.2 FT SSE OF 8 INCH TWIN FORK BLACK GUM TREE WITH ALUMINUM EZ5459'REF. TAG EZ5459 EZ5459 STATION RECOVERY (1996) EZ5459 EZ5459'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG) EZ5459'UPDATE AS FOLLOWS--ALONG NC 55 FOR 2.25 MI (3.62 KM) NORTH FROM SR EZ5459'1624 (CARPENTER FIRE STATION ROAD) , OR 1.4 MI (2.3 KM) SOUTH FROM SR EZ5459'1945 (SOUTH ALSTON AVENUE) . MARK IS 25.3 FT (7.7 M) WEST OF THE EZ5459'CENTERLINE OF NC 55. 18-INCH OAK IS NOW 24-INCHES AND 8-INCH TWIN EZ5459'FORK BLACK GUM IS NOW 14-INCHES WITH ONE FORK BROKEN OFF AT GROUND EZ5459'LEVEL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5122 *********************************************************************** EZ5122 DESIGNATION - DEMAIN EZ5122 PID - EZ5122 EZ5122 STATE/COUNTY- NC/WAKE EZ5122 USGS QUAD - RALEIGH WEST (1988) EZ5122 EZ5122 *CURRENT SURVEY CONTROL EZ5122 ___________________________________________________________________ EZ5122* NAD 83(1986)- 35 50 56.40532(N) 078 41 32.25080(W) ADJUSTED EZ5122* NAVD 88 - 98.9 (meters) 324. (feet) VERTCON EZ5122 ___________________________________________________________________ EZ5122 LAPLACE CORR- -6.95 (seconds) DEFLEC99 EZ5122 GEOID HEIGHT- -32.52 (meters) GEOID03 EZ5122 EZ5122 HORZ ORDER - SECOND EZ5122 EZ5122.The North Carolina HARNS have been completed but, EZ5122.due to contractual restrictions, coordinates for these stations EZ5122.will NOT be published in the near future. In the interim, the EZ5122.published coordinates in North Carolina will not be EZ5122.consistent with the Continuously Operating Reference Stations EZ5122.(CORS). The HARN coordinates for these stations are available EZ5122.upon request. Contact Gary Thompson(919-733-3836). EZ5122. EZ5122.In addition, the published North Carolina positions EZ5122.(NAD 83 (1986)) are NOT consistent with those determined in EZ5122.adjacent state readjustments. The discontinuity between stations EZ5122.located in North Carolina and those in adjacent states EZ5122.which have been adjusted to the HARN may be as much as 5 EZ5122.decimeters. This will result in a significant loss of accuracy EZ5122.over lines crossing such state borders. EZ5122 EZ5122 EZ5122.The horizontal coordinates were established by classical geodetic methods EZ5122.and adjusted by the National Geodetic Survey in July 1986. EZ5122 EZ5122.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5122 EZ5122.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5122 EZ5122.The geoid height was determined by GEOID03. EZ5122 EZ5122; North East Units Scale Factor Converg. EZ5122;SPC NC - 232,890.334 637,396.032 MT 0.99992681 +0 10 39.4 EZ5122;SPC NC - 764,074.37 2,091,190.15 sFT 0.99992681 +0 10 39.4 EZ5122;UTM 17 - 3,969,659.423 708,401.865 MT 1.00013520 +1 21 07.2 EZ5122 EZ5122! - Elev Factor x Scale Factor = Combined Factor EZ5122!SPC NC - 0.99998958 x 0.99992681 = 0.99991639 EZ5122!UTM 17 - 0.99998958 x 1.00013520 = 1.00012478 EZ5122 EZ5122 SUPERSEDED SURVEY CONTROL EZ5122 EZ5122 NAD 27 - 35 50 55.87081(N) 078 41 33.23461(W) AD( ) 2 EZ5122 NGVD 29 (07/19/86) 99.2 (m) 325. (f) VERT ANG EZ5122 EZ5122.Superseded values are not recommended for survey control. EZ5122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5122.See file dsdata.txt to determine how the superseded data were derived. EZ5122 EZ5122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0840269659(NAD 83) EZ5122_MARKER: DE = TRAVERSE STATION DISK EZ5122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5122_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5122_STAMPING: DE MAIN 1961 EZ5122_MARK LOGO: NCGS EZ5122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5122+STABILITY: SURFACE MOTION EZ5122 EZ5122 HISTORY - Date Condition Report By EZ5122 HISTORY - 1961 MONUMENTED NCGS EZ5122 HISTORY - 1973 SEE DESCRIPTION NCGS EZ5122 EZ5122 STATION DESCRIPTION EZ5122 EZ5122'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ5122'DE MAIN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5122'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5122' EZ5122'DE MAIN IS 6.1 MILES NW OF RALEIGH. PROCEED W ON U.S. 70 FOR EZ5122'5.3 MILES TO BRIDGE OVER CRABTREE CREEK. CONTINUE 1.5 MILES EZ5122'TO TOP OF FIRST HILL TO STATION IN MEDIAN. EZ5122' EZ5122'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5122'DE MAIN 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5122'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5122' EZ5122'MARK IS EZ5122' EZ5122'42.2 FT E OF 3 LEAD NAILS IN C/L OF CROSSOVER EZ5122' EZ5122'8.8 FT S OF S EDGE OF W LANE OF U.S. 70 EZ5122' EZ5122'75.4 FT SE OF DE MAIN MAIL BOX POST EZ5122 EZ5122 STATION RECOVERY (1973) EZ5122 EZ5122'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EZ5122'DESTROYED BY ROAD WIDENING. EZ5122' EZ5122'DE MAIN 2 1972 PLACED IN VICINITY 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0952 *********************************************************************** EZ0952 DESIGNATION - DEMAIN 2 EZ0952 PID - EZ0952 EZ0952 STATE/COUNTY- NC/WAKE EZ0952 USGS QUAD - RALEIGH WEST (1988) EZ0952 EZ0952 *CURRENT SURVEY CONTROL EZ0952 ___________________________________________________________________ EZ0952* NAD 83(1986)- 35 50 57.38160(N) 078 41 32.55643(W) ADJUSTED EZ0952* NAVD 88 - 100.363 (meters) 329.27 (feet) ADJUSTED EZ0952 ___________________________________________________________________ EZ0952 LAPLACE CORR- -6.96 (seconds) DEFLEC99 EZ0952 GEOID HEIGHT- -32.52 (meters) GEOID03 EZ0952 DYNAMIC HT - 100.278 (meters) 329.00 (feet) COMP EZ0952 MODELED GRAV- 979,786.4 (mgal) NAVD 88 EZ0952 EZ0952 HORZ ORDER - SECOND EZ0952 VERT ORDER - SECOND CLASS 0 EZ0952 EZ0952.The North Carolina HARNS have been completed but, EZ0952.due to contractual restrictions, coordinates for these stations EZ0952.will NOT be published in the near future. In the interim, the EZ0952.published coordinates in North Carolina will not be EZ0952.consistent with the Continuously Operating Reference Stations EZ0952.(CORS). The HARN coordinates for these stations are available EZ0952.upon request. Contact Gary Thompson(919-733-3836). EZ0952. EZ0952.In addition, the published North Carolina positions EZ0952.(NAD 83 (1986)) are NOT consistent with those determined in EZ0952.adjacent state readjustments. The discontinuity between stations EZ0952.located in North Carolina and those in adjacent states EZ0952.which have been adjusted to the HARN may be as much as 5 EZ0952.decimeters. This will result in a significant loss of accuracy EZ0952.over lines crossing such state borders. EZ0952 EZ0952 EZ0952.The horizontal coordinates were established by classical geodetic methods EZ0952.and adjusted by the National Geodetic Survey in July 1986. EZ0952 EZ0952.The orthometric height was determined by differential leveling EZ0952.and adjusted by the National Geodetic Survey in June 1991. EZ0952 EZ0952.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0952 EZ0952.The geoid height was determined by GEOID03. EZ0952 EZ0952.The dynamic height is computed by dividing the NAVD 88 EZ0952.geopotential number by the normal gravity value computed on the EZ0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0952.degrees latitude (g = 980.6199 gals.). EZ0952 EZ0952.The modeled gravity was interpolated from observed gravity values. EZ0952 EZ0952; North East Units Scale Factor Converg. EZ0952;SPC NC - 232,920.398 637,388.270 MT 0.99992686 +0 10 39.2 EZ0952;SPC NC - 764,173.01 2,091,164.68 sFT 0.99992686 +0 10 39.2 EZ0952;UTM 17 - 3,969,689.328 708,393.486 MT 1.00013516 +1 21 07.0 EZ0952 EZ0952! - Elev Factor x Scale Factor = Combined Factor EZ0952!SPC NC - 0.99998935 x 0.99992686 = 0.99991621 EZ0952!UTM 17 - 0.99998935 x 1.00013516 = 1.00012451 EZ0952 EZ0952: Primary Azimuth Mark Grid Az EZ0952:SPC NC - GLEN 2 310 33 32.6 EZ0952:UTM 17 - GLEN 2 309 23 04.8 EZ0952 EZ0952|---------------------------------------------------------------------| EZ0952| PID Reference Object Distance Geod. Az | EZ0952| dddmmss.s | EZ0952| EZ0951 GLEN 2 APPROX. 0.6 KM 3104411.8 | EZ0952|---------------------------------------------------------------------| EZ0952 EZ0952 SUPERSEDED SURVEY CONTROL EZ0952 EZ0952 NAD 27 - 35 50 56.84636(N) 078 41 33.54025(W) AD( ) 2 EZ0952 NGVD 29 (??/??/92) 100.635 (m) 330.17 (f) ADJ UNCH 2 0 EZ0952 EZ0952.Superseded values are not recommended for survey control. EZ0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0952.See file dsdata.txt to determine how the superseded data were derived. EZ0952 EZ0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0839369689(NAD 83) EZ0952_MARKER: DE = TRAVERSE STATION DISK EZ0952_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND EZ0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0952_STAMPING: DEMAIN 2 1972 EZ0952_MARK LOGO: NCGS EZ0952_MAGNETIC: N = NO MAGNETIC MATERIAL EZ0952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ0952 EZ0952 HISTORY - Date Condition Report By EZ0952 HISTORY - 1972 MONUMENTED NCGS EZ0952 HISTORY - 1973 GOOD NCGS EZ0952 HISTORY - 1984 GOOD USPSQD EZ0952 HISTORY - 1984 GOOD USPSQD EZ0952 HISTORY - 19860501 SEE DESCRIPTION NCGS EZ0952 EZ0952 STATION DESCRIPTION EZ0952 EZ0952'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ0952'DEMAIN 2 IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ0952'THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ0952' EZ0952'DEMAIN 2 IS LOCATED APPROXIMATELY 5.6 MILES NNW OF CAPITOL SQUARE IN EZ0952'RALEIGH. TO REACH STATION FROM THE US 70 UNDERPASS OF US 1-US 64 EZ0952'BYPASS (BELTLINE) IN NW RALEIGH, PROCEED NW ALONG US 70 FOR 1.65 EZ0952'MILES TO STATION ON RIGHT ON NW SIDE OF A DRIVEWAY LEADING NORTH TO EZ0952'THE DEMAIN RESIDENCE, APPROXIMATELY 120 FEET E OF CROSSOVER FOR EZ0952'N. C. FARM BUREAU FEDERATION. EZ0952' EZ0952'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED DEMAIN EZ0952'2 1972, SET IN THE TOP OF A CONCRETE PRECAST MONUMENT, THE TOP OF EZ0952'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0952' EZ0952'MARK IS EZ0952'5.3 FEET NE OF EDGE OF NE CURB OF WEST BOUND LANE OF US 70. EZ0952'28.2 FEET NW OF C/L OF DRIVEWAY. EZ0952'49.0 FEET SE OF TOP OF FIRE HYDRANT. EZ0952'51.3 FEET WNW OF PP W/ALUMINUM REF. TAG. EZ0952'47.3 FEET S OF 24 INCH PINE W/ALUMINUM REF. TAG. EZ0952 EZ0952 STATION RECOVERY (1973) EZ0952 EZ0952'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0952'5.6 MI NNW FROM RALEIGH. EZ0952'TO REACH STATION FROM THE U.S. 70 UNDERPASS OF U.S. 1-U.S. 64 EZ0952'BYPASS (BELTLINE) IN NW RALEIGH, PROCEED NW ALONG U.S. 70 FOR EZ0952'1.65 MILES TO STATION ON RIGHT ON NW SIDE OF A DRIVEWAY LEADING EZ0952'NORTH TO THE DEMAIN RESIDENCE, APPROXIMATELY 120 FT E OF CROSSOVER EZ0952'FOR N.C. FARM BUREAU FEDERATION, 5.3 FT NE OF EDGE OF NE CURB EZ0952'OF WEST BOUND LANE OF U.S. 70, 28.2 FT NW OF C/L OF DRIVEWAY, 49.0 EZ0952'FT SE OF TOP OF FIRE HYDRANT, 51.3 FT WNW OF PP W/ALUMINUM REF. EZ0952'TAG, AND 47.3 FT S OF 24 IN PINE W/ALUMINUM REF. TAG. DISK IS EZ0952'SET IN CONCRETE PRECAST MONUMENT FLUSH WITH THE SURFACE OF THE EZ0952'GROUND. EZ0952 EZ0952 STATION RECOVERY (1984) EZ0952 EZ0952'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGS) EZ0952'DEMAIN 2 1972 RECOVERED GOOD. EZ0952' EZ0952'THIS STATION WAS FOUND GOOD AS DESCRIBED WITH THE EXCEPTION THAT THE EZ0952'ALUMINUM REF TAG IS NO LONGER ON THE POWER POLE. THE REST OF THE EZ0952'REFERENCES ARE GOOD. EZ0952 EZ0952 STATION RECOVERY (1984) EZ0952 EZ0952'RECOVERY NOTE BY US POWER SQUADRON 1984 EZ0952'THE POWER POLE, THE ALUMINUM REF. TAG IS NO LONGER ON THE POWER POLE. EZ0952'THE REST OF THE REFERENCE ARE GOOD. EZ0952 EZ0952 STATION RECOVERY (1986) EZ0952 EZ0952'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ0952'TURN LANE HAS BEEN ADDED-MARK HAS BEEN DESTROYED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5231 *********************************************************************** EZ5231 DESIGNATION - DENNIS EZ5231 PID - EZ5231 EZ5231 STATE/COUNTY- NC/WAKE EZ5231 USGS QUAD - GARNER (1993) EZ5231 EZ5231 *CURRENT SURVEY CONTROL EZ5231 ___________________________________________________________________ EZ5231* NAD 83(1986)- 35 42 15.06385(N) 078 31 57.37466(W) ADJUSTED EZ5231* NAVD 88 - 120.4 (meters) 395. (feet) VERTCON EZ5231 ___________________________________________________________________ EZ5231 LAPLACE CORR- -6.73 (seconds) DEFLEC99 EZ5231 GEOID HEIGHT- -33.54 (meters) GEOID03 EZ5231 EZ5231 HORZ ORDER - SECOND EZ5231 EZ5231.The North Carolina HARNS have been completed but, EZ5231.due to contractual restrictions, coordinates for these stations EZ5231.will NOT be published in the near future. In the interim, the EZ5231.published coordinates in North Carolina will not be EZ5231.consistent with the Continuously Operating Reference Stations EZ5231.(CORS). The HARN coordinates for these stations are available EZ5231.upon request. Contact Gary Thompson(919-733-3836). EZ5231. EZ5231.In addition, the published North Carolina positions EZ5231.(NAD 83 (1986)) are NOT consistent with those determined in EZ5231.adjacent state readjustments. The discontinuity between stations EZ5231.located in North Carolina and those in adjacent states EZ5231.which have been adjusted to the HARN may be as much as 5 EZ5231.decimeters. This will result in a significant loss of accuracy EZ5231.over lines crossing such state borders. EZ5231 EZ5231 EZ5231.The horizontal coordinates were established by classical geodetic methods EZ5231.and adjusted by the National Geodetic Survey in July 1986. EZ5231 EZ5231.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5231 EZ5231.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5231 EZ5231.The geoid height was determined by GEOID03. EZ5231 EZ5231; North East Units Scale Factor Converg. EZ5231;SPC NC - 216,880.037 651,895.952 MT 0.99990368 +0 16 11.2 EZ5231;SPC NC - 711,547.25 2,138,761.97 sFT 0.99990368 +0 16 11.2 EZ5231;UTM 17 - 3,953,945.146 723,230.250 MT 1.00021410 +1 26 26.0 EZ5231 EZ5231! - Elev Factor x Scale Factor = Combined Factor EZ5231!SPC NC - 0.99998636 x 0.99990368 = 0.99989005 EZ5231!UTM 17 - 0.99998636 x 1.00021410 = 1.00020046 EZ5231 EZ5231: Primary Azimuth Mark Grid Az EZ5231:SPC NC - HARRY 038 28 29.8 EZ5231:UTM 17 - HARRY 037 18 15.0 EZ5231 EZ5231|---------------------------------------------------------------------| EZ5231| PID Reference Object Distance Geod. Az | EZ5231| dddmmss.s | EZ5231| EZ5236 HARRY APPROX. 0.6 KM 0384441.0 | EZ5231| EZ5229 BURNETTE 271.752 METERS 23400 | EZ5231|---------------------------------------------------------------------| EZ5231 EZ5231 SUPERSEDED SURVEY CONTROL EZ5231 EZ5231 NAD 27 - 35 42 14.51377(N) 078 31 58.36713(W) AD( ) 2 EZ5231 NGVD 29 (07/19/86) 120.7 (m) 396. (f) VERT ANG EZ5231 EZ5231.Superseded values are not recommended for survey control. EZ5231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5231.See file dsdata.txt to determine how the superseded data were derived. EZ5231 EZ5231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2323053945(NAD 83) EZ5231_MARKER: DE = TRAVERSE STATION DISK EZ5231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5231_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5231_STAMPING: DENNIS 1965 EZ5231_MARK LOGO: NCGS EZ5231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5231+STABILITY: SURFACE MOTION EZ5231 EZ5231 HISTORY - Date Condition Report By EZ5231 HISTORY - 1965 MONUMENTED NCGS EZ5231 EZ5231 STATION DESCRIPTION EZ5231 EZ5231'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ5231'DENNIS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5231'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5231' EZ5231'DENNIS IS 8.0 MILES SE OF GARNER. LOCATED 3.05 MILES SW ALONG EZ5231'SR 2555 FROM NEUSE RIVER BRIDGE. 0.1 MILE NE ALONG SR 2555 EZ5231'FROM SR 2542. AND ON E SIDE OF SR 2555 IN PASTURE WITH BOARD EZ5231'FENCE. EZ5231' EZ5231'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5231'DENNIS 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5231'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5231' EZ5231'MARK IS EZ5231' EZ5231'52.6 FT E OF C/L OF SR 2555 EZ5231' EZ5231'44.0 FT E OF YELLOW ARROW PAINTED ON SR 2555 EZ5231' EZ5231'55.0 FT SE OF PP WITH ALUMINUM REF. TAG EZ5231' EZ5231'2.2 FT S OF FENCE EZ5231' EZ5231'11.5 FT SE OF 8 INCH PEAR TREE EZ5231' EZ5231'22.2 FT E OF N GATE POST EZ5231' EZ5231'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7480 *********************************************************************** AE7480 DESIGNATION - DEPART AE7480 PID - AE7480 AE7480 STATE/COUNTY- NC/WAKE AE7480 USGS QUAD - RALEIGH EAST (1993) AE7480 AE7480 *CURRENT SURVEY CONTROL AE7480 ___________________________________________________________________ AE7480* NAD 83(1986)- 35 50 52.92525(N) 078 35 46.36336(W) ADJUSTED AE7480* NAVD 88 - 88.481 (meters) 290.29 (feet) ADJUSTED AE7480 ___________________________________________________________________ AE7480 LAPLACE CORR- -7.62 (seconds) DEFLEC99 AE7480 GEOID HEIGHT- -32.93 (meters) GEOID03 AE7480 DYNAMIC HT - 88.405 (meters) 290.04 (feet) COMP AE7480 MODELED GRAV- 979,774.7 (mgal) NAVD 88 AE7480 AE7480 HORZ ORDER - SECOND AE7480 VERT ORDER - SECOND CLASS II AE7480 AE7480.The North Carolina HARNS have been completed but, AE7480.due to contractual restrictions, coordinates for these stations AE7480.will NOT be published in the near future. In the interim, the AE7480.published coordinates in North Carolina will not be AE7480.consistent with the Continuously Operating Reference Stations AE7480.(CORS). The HARN coordinates for these stations are available AE7480.upon request. Contact Gary Thompson(919-733-3836). AE7480. AE7480.In addition, the published North Carolina positions AE7480.(NAD 83 (1986)) are NOT consistent with those determined in AE7480.adjacent state readjustments. The discontinuity between stations AE7480.located in North Carolina and those in adjacent states AE7480.which have been adjusted to the HARN may be as much as 5 AE7480.decimeters. This will result in a significant loss of accuracy AE7480.over lines crossing such state borders. AE7480 AE7480 AE7480.The horizontal coordinates were established by classical geodetic methods AE7480.and adjusted by the National Geodetic Survey in February 1998. AE7480 AE7480.The orthometric height was determined by differential leveling AE7480.and adjusted by the National Geodetic Survey in September 1998. AE7480 AE7480.The Laplace correction was computed from DEFLEC99 derived deflections. AE7480 AE7480.The geoid height was determined by GEOID03. AE7480 AE7480.The dynamic height is computed by dividing the NAVD 88 AE7480.geopotential number by the normal gravity value computed on the AE7480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7480.degrees latitude (g = 980.6199 gals.). AE7480 AE7480.The modeled gravity was interpolated from observed gravity values. AE7480 AE7480; North East Units Scale Factor Converg. AE7480;SPC NC - 232,814.185 646,075.174 MT 0.99992663 +0 13 59.0 AE7480;SPC NC - 763,824.54 2,119,664.97 sFT 0.99992663 +0 13 59.0 AE7480;UTM 17 - 3,969,761.262 717,082.749 MT 1.00018072 +1 24 29.9 AE7480 AE7480! - Elev Factor x Scale Factor = Combined Factor AE7480!SPC NC - 0.99999128 x 0.99992663 = 0.99991791 AE7480!UTM 17 - 0.99999128 x 1.00018072 = 1.00017200 AE7480 AE7480 SUPERSEDED SURVEY CONTROL AE7480 AE7480 NGVD 29 (02/27/98) 88.76 (m) 291.2 (f) LEVELING 3 AE7480 AE7480.Superseded values are not recommended for survey control. AE7480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7480.See file dsdata.txt to determine how the superseded data were derived. AE7480 AE7480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1708369761(NAD 83) AE7480_MARKER: DH = HORIZONTAL CONTROL DISK AE7480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7480_STAMPING: DEPART 1987 AE7480_MARK LOGO: NCGS AE7480_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7480+STABILITY: SURFACE MOTION AE7480 AE7480 HISTORY - Date Condition Report By AE7480 HISTORY - 1987 MONUMENTED NCGS AE7480 HISTORY - 19870101 GOOD NCGS AE7480 AE7480 STATION DESCRIPTION AE7480 AE7480'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7480'STATION IS LOCATED ABOUT 8.4 KM (5.20 MI) NORTH-NORTHEAST OF CAPITAL AE7480'SQUARE IN RALEIGH. ALONG MILLBROOK ROAD FOR 1.6 KM (1.00 MI) WEST FROM AE7480'US 1 (CAPITAL BOULEVARD), TO DEPARTURE DRIVE, ON THE PROLONGATION OF AE7480'THE WEST CURB OF DEPARTURE DRIVE. MARK IS RECESSED 4 CM BELOW GROUND AE7480'AND IS 1 FOOT (0.3 M) HIGHER THAN THE ROAD. LOCATED 5.5 M (18.0 FT) AE7480'SOUTH OF THE CENTERLINE OF THE EAST BOUND LANE, 34.9 M (114.5 FT) WEST AE7480'OF THE CENTER OF A DIRT DRIVE SOUTH, 8.9 M (29.2 FT) EAST OF THE AE7480'NORTHEAST CORNER OF A GAS VALVE BARRIER, 24.8 M (81.4 FT) AE7480'NORTH-NORTHEAST OF A GUY WIRE BASE, 30.6 M (100.4 FT) WEST OF A AE7480'TELEPHONE PEDESTAL, AND 23.3 M (76.4 FT) NORTHEAST OF A POWER POLE AE7480'WITH BREAKERS AND A REFERENCE TAG. AE7480 AE7480 STATION RECOVERY (1987) AE7480 AE7480'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7480'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6644 *********************************************************************** EZ6644 DESIGNATION - DEPOTS EZ6644 PID - EZ6644 EZ6644 STATE/COUNTY- NC/WAKE EZ6644 USGS QUAD - FUQUAY-VARINA (1993) EZ6644 EZ6644 *CURRENT SURVEY CONTROL EZ6644 ___________________________________________________________________ EZ6644* NAD 83(1986)- 35 35 33.15464(N) 078 47 39.12606(W) ADJUSTED EZ6644* NAVD 88 - 129.6 (meters) 425. (feet) VERTCON EZ6644 ___________________________________________________________________ EZ6644 LAPLACE CORR- -4.68 (seconds) DEFLEC99 EZ6644 GEOID HEIGHT- -32.70 (meters) GEOID03 EZ6644 EZ6644 HORZ ORDER - SECOND EZ6644 EZ6644.The North Carolina HARNS have been completed but, EZ6644.due to contractual restrictions, coordinates for these stations EZ6644.will NOT be published in the near future. In the interim, the EZ6644.published coordinates in North Carolina will not be EZ6644.consistent with the Continuously Operating Reference Stations EZ6644.(CORS). The HARN coordinates for these stations are available EZ6644.upon request. Contact Gary Thompson(919-733-3836). EZ6644. EZ6644.In addition, the published North Carolina positions EZ6644.(NAD 83 (1986)) are NOT consistent with those determined in EZ6644.adjacent state readjustments. The discontinuity between stations EZ6644.located in North Carolina and those in adjacent states EZ6644.which have been adjusted to the HARN may be as much as 5 EZ6644.decimeters. This will result in a significant loss of accuracy EZ6644.over lines crossing such state borders. EZ6644 EZ6644 EZ6644.The horizontal coordinates were established by classical geodetic methods EZ6644.and adjusted by the National Geodetic Survey in March 1993. EZ6644 EZ6644.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6644 EZ6644.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6644 EZ6644.The geoid height was determined by GEOID03. EZ6644 EZ6644; North East Units Scale Factor Converg. EZ6644;SPC NC - 204,414.181 628,249.675 MT 0.99989022 +0 07 07.6 EZ6644;SPC NC - 670,648.86 2,061,182.48 sFT 0.99989022 +0 07 07.6 EZ6644;UTM 17 - 3,940,996.545 699,837.031 MT 1.00009214 +1 17 03.3 EZ6644 EZ6644! - Elev Factor x Scale Factor = Combined Factor EZ6644!SPC NC - 0.99998478 x 0.99989022 = 0.99987501 EZ6644!UTM 17 - 0.99998478 x 1.00009214 = 1.00007692 EZ6644 EZ6644 SUPERSEDED SURVEY CONTROL EZ6644 EZ6644 NGVD 29 (03/10/93) 129.9 (m) 426. (f) VERT ANG EZ6644 EZ6644.Superseded values are not recommended for survey control. EZ6644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6644.See file dsdata.txt to determine how the superseded data were derived. EZ6644 EZ6644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9983740997(NAD 83) EZ6644_MARKER: DE = TRAVERSE STATION DISK EZ6644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6644_SP_SET: CONCRETE POST EZ6644_STAMPING: DEPOTS 1983 EZ6644_MARK LOGO: NCGS EZ6644_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ6644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6644+STABILITY: SURFACE MOTION EZ6644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6644+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2004 EZ6644 EZ6644 HISTORY - Date Condition Report By EZ6644 HISTORY - 1983 MONUMENTED NCGS EZ6644 HISTORY - 20041106 GOOD GEOCAC EZ6644 EZ6644 STATION DESCRIPTION EZ6644 EZ6644'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 EZ6644'STATION IS LOCATED IN FUQUAY VARINA. EZ6644'AT THE SOUTHERN RAILROAD STATION AT NORTH EDGE OF PAVED PARKING LOT. EZ6644'THE STATION IS A STANDARD NCGS DISK STAMPED---DEPOTS 1983---, SET INTO EZ6644'THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER FLUSH WITH EZ6644'GROUND. LOCATED 12 METERS (39.5 FT) WEST-NORTHWEST OF NORTHWEST EZ6644'CORNER OF RAILROAD STATION BUILDING, 0.52 METERS (1.7 FT) NORTH FROM EZ6644'THE NORTH EDGE OF PARKING LOT PAVEMENT, 1.04 METERS (3.4 FT) SOUTH EZ6644'FROM THE SOUTH RAIL OF SIDE TRACK, 9.75 METERS (32.0 FT) EZ6644'EAST-SOUTHEAST FROM A TRACK SWITCH, 10.33 METERS (33.9 FT) EZ6644'WEST-NORTHWEST FROM AN ANTENNA POLE WITH REFERENCE TAG, 10.58 METERS EZ6644'(34.7 FT) NORTHEAST FROM A POWER POLE WITH LAMP AND REFERENCE TAG, EZ6644'22.31 METERS (73.2 FT) SOUTH-SOUTHWEST FROM A POWER POLE WITH LAMP AND EZ6644'REFERENCE TAG, AND 13.90 METERS (45.6 FT) NORTH-NORTHEAST FROM A FIRE EZ6644'HYDRANT. EZ6644'STATION IS LEVEL WITH PARKING LOT. EZ6644 EZ6644 STATION RECOVERY (2004) EZ6644 EZ6644'RECOVERY NOTE BY GEOCACHING 2004 (PFF) EZ6644'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7347 *********************************************************************** AE7347 DESIGNATION - DILLARD AE7347 PID - AE7347 AE7347 STATE/COUNTY- NC/WAKE AE7347 USGS QUAD - BAYLEAF (1987) AE7347 AE7347 *CURRENT SURVEY CONTROL AE7347 ___________________________________________________________________ AE7347* NAD 83(1986)- 35 54 28.65817(N) 078 43 41.92772(W) ADJUSTED AE7347* NAVD 88 - 156.6 (meters) 514. (feet) VERTCON AE7347 ___________________________________________________________________ AE7347 LAPLACE CORR- -7.31 (seconds) DEFLEC99 AE7347 GEOID HEIGHT- -32.20 (meters) GEOID03 AE7347 AE7347 HORZ ORDER - SECOND AE7347 AE7347.The North Carolina HARNS have been completed but, AE7347.due to contractual restrictions, coordinates for these stations AE7347.will NOT be published in the near future. In the interim, the AE7347.published coordinates in North Carolina will not be AE7347.consistent with the Continuously Operating Reference Stations AE7347.(CORS). The HARN coordinates for these stations are available AE7347.upon request. Contact Gary Thompson(919-733-3836). AE7347. AE7347.In addition, the published North Carolina positions AE7347.(NAD 83 (1986)) are NOT consistent with those determined in AE7347.adjacent state readjustments. The discontinuity between stations AE7347.located in North Carolina and those in adjacent states AE7347.which have been adjusted to the HARN may be as much as 5 AE7347.decimeters. This will result in a significant loss of accuracy AE7347.over lines crossing such state borders. AE7347 AE7347 AE7347.The horizontal coordinates were established by classical geodetic methods AE7347.and adjusted by the National Geodetic Survey in March 1998. AE7347 AE7347.The NAVD 88 height was computed by applying the VERTCON shift value to AE7347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7347 AE7347.The Laplace correction was computed from DEFLEC99 derived deflections. AE7347 AE7347.The geoid height was determined by GEOID03. AE7347 AE7347; North East Units Scale Factor Converg. AE7347;SPC NC - 239,422.285 634,124.382 MT 0.99993806 +0 09 24.5 AE7347;SPC NC - 785,504.61 2,080,456.41 sFT 0.99993806 +0 09 24.5 AE7347;UTM 17 - 3,976,124.155 704,996.275 MT 1.00011784 +1 19 58.0 AE7347 AE7347! - Elev Factor x Scale Factor = Combined Factor AE7347!SPC NC - 0.99998047 x 0.99993806 = 0.99991853 AE7347!UTM 17 - 0.99998047 x 1.00011784 = 1.00009831 AE7347 AE7347 SUPERSEDED SURVEY CONTROL AE7347 AE7347 NGVD 29 (03/10/98) 156.9 (m) 515. (f) VERT ANG AE7347 AE7347.Superseded values are not recommended for survey control. AE7347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7347.See file dsdata.txt to determine how the superseded data were derived. AE7347 AE7347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0499676124(NAD 83) AE7347_MARKER: DH = HORIZONTAL CONTROL DISK AE7347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7347_STAMPING: DILLARD 1986 AE7347_MARK LOGO: NCGS AE7347_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7347+STABILITY: SURFACE MOTION AE7347 AE7347 HISTORY - Date Condition Report By AE7347 HISTORY - 1986 MONUMENTED NCGS AE7347 AE7347 STATION DESCRIPTION AE7347 AE7347'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7347'STATION IS LOCATED ABOUT 16.2 KM (10.05 MI) NORTH-NORTHWEST OF CAPITOL AE7347'SQUARE (IN RALEIGH), IN LEESVILLE COMMUNITY. AT THE INTERSECTION OF SR AE7347'1829 (LEESVILLE ROAD) AND SR 1838 (LEESVILLE CHURCH ROAD), ON THE SIDE AE7347'OF THE T-INTERSECTION. MARK IS RECESSED 1 INCH BELOW GROUND. LOCATED AE7347'9.3 M (30.5 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 8.5 M (27.9 AE7347'FT) SOUTH OF THE CENTERLINE OF THE T-INTERSECTION, 17.2 M (56.4 FT) AE7347'EAST-SOUTHEAST OF THE SOUTH END OF LEESVILLE BAPTIST CHURCH SIGN, 21.7 AE7347'M (71.2 FT) WEST OF THE NORTHWEST END OF A DRIVEWAY CULVERT, 52.0 M AE7347'(170.6 FT) NORTH-NORTHEAST OF A 1 FT (0.3 M) BY 1 FT (0.3 M) GREEN AE7347'WATER PUMP COVER, AND 43.6 M (143.0 FT) WEST-NORTHWEST OF A 14-INCH AE7347'GUM WITH A REFERENCE TAG. NOTE-REPORT RECEIVED IN OCTOBER 1988 THAT AE7347'MARK WAS DESTROYED BY WATER LINE CONSTRUCTION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1904 *********************************************************************** EZ1904 DESIGNATION - DIM RM EZ1904 PID - EZ1904 EZ1904 STATE/COUNTY- NC/WAKE EZ1904 USGS QUAD - ROLESVILLE (1993) EZ1904 EZ1904 *CURRENT SURVEY CONTROL EZ1904 ___________________________________________________________________ EZ1904* NAD 83(1986)- 35 59 43.96029(N) 078 29 28.75512(W) ADJUSTED EZ1904* NAVD 88 - 137.932 (meters) 452.53 (feet) ADJUSTED EZ1904 ___________________________________________________________________ EZ1904 LAPLACE CORR- -7.18 (seconds) DEFLEC99 EZ1904 GEOID HEIGHT- -32.94 (meters) GEOID03 EZ1904 DYNAMIC HT - 137.815 (meters) 452.15 (feet) COMP EZ1904 MODELED GRAV- 979,784.4 (mgal) NAVD 88 EZ1904 EZ1904 HORZ ORDER - SECOND EZ1904 VERT ORDER - FIRST CLASS II EZ1904 EZ1904.The North Carolina HARNS have been completed but, EZ1904.due to contractual restrictions, coordinates for these stations EZ1904.will NOT be published in the near future. In the interim, the EZ1904.published coordinates in North Carolina will not be EZ1904.consistent with the Continuously Operating Reference Stations EZ1904.(CORS). The HARN coordinates for these stations are available EZ1904.upon request. Contact Gary Thompson(919-733-3836). EZ1904. EZ1904.In addition, the published North Carolina positions EZ1904.(NAD 83 (1986)) are NOT consistent with those determined in EZ1904.adjacent state readjustments. The discontinuity between stations EZ1904.located in North Carolina and those in adjacent states EZ1904.which have been adjusted to the HARN may be as much as 5 EZ1904.decimeters. This will result in a significant loss of accuracy EZ1904.over lines crossing such state borders. EZ1904 EZ1904 EZ1904.The horizontal coordinates were established by classical geodetic methods EZ1904.and adjusted by the National Geodetic Survey in July 1986. EZ1904 EZ1904.The orthometric height was determined by differential leveling EZ1904.and adjusted by the National Geodetic Survey in June 1991. EZ1904 EZ1904.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1904 EZ1904.The geoid height was determined by GEOID03. EZ1904 EZ1904.The dynamic height is computed by dividing the NAVD 88 EZ1904.geopotential number by the normal gravity value computed on the EZ1904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1904.degrees latitude (g = 980.6199 gals.). EZ1904 EZ1904.The modeled gravity was interpolated from observed gravity values. EZ1904 EZ1904; North East Units Scale Factor Converg. EZ1904;SPC NC - 249,223.870 655,466.001 MT 0.99995673 +0 17 36.9 EZ1904;SPC NC - 817,661.98 2,150,474.70 sFT 0.99995673 +0 17 36.9 EZ1904;UTM 17 - 3,986,364.974 726,136.535 MT 1.00023016 +1 28 30.1 EZ1904 EZ1904! - Elev Factor x Scale Factor = Combined Factor EZ1904!SPC NC - 0.99998352 x 0.99995673 = 0.99994025 EZ1904!UTM 17 - 0.99998352 x 1.00023016 = 1.00021368 EZ1904 EZ1904: Primary Azimuth Mark Grid Az EZ1904:SPC NC - LOGGING 037 10 50.4 EZ1904:UTM 17 - LOGGING 035 59 57.2 EZ1904 EZ1904|---------------------------------------------------------------------| EZ1904| PID Reference Object Distance Geod. Az | EZ1904| dddmmss.s | EZ1904| EZ1903 LOGGING 453.841 METERS 0372827.3 | EZ1904| FY2726 YOUNGSVILLE SCLRR RAD ANTENNA APPROX. 1.5 KM 0424820.8 | EZ1904| EZ4488 BROWN GUPTON LOGGING RAD TWR 123.479 METERS 17450 | EZ1904| EZ4999 WAKE FOREST NORTH MUN TANK APPROX. 1.8 KM 2190423.5 | EZ1904|---------------------------------------------------------------------| EZ1904 EZ1904 SUPERSEDED SURVEY CONTROL EZ1904 EZ1904 NAD 27 - 35 59 43.41264(N) 078 29 29.75681(W) AD( ) 2 EZ1904 NGVD 29 (03/05/92) 138.207 (m) 453.43 (f) ADJUSTED 1 2 EZ1904 EZ1904.Superseded values are not recommended for survey control. EZ1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1904.See file dsdata.txt to determine how the superseded data were derived. EZ1904 EZ1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2613786365(NAD 83) EZ1904_MARKER: DR = REFERENCE MARK DISK EZ1904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1904_SP_SET: CONCRETE POST EZ1904_STAMPING: DIM 1918 EZ1904_MARK LOGO: CGS EZ1904_PROJECTION: PROJECTING 3 CENTIMETERS EZ1904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1904+STABILITY: SURFACE MOTION EZ1904 EZ1904 HISTORY - Date Condition Report By EZ1904 HISTORY - 1918 MONUMENTED CGS EZ1904 HISTORY - 1979 GOOD NCGS EZ1904 EZ1904 STATION DESCRIPTION EZ1904 EZ1904'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MS) EZ1904'THE STATION IS LOCATED APPROXIMATELY 1.5 MILES NORTHEAST OF WAKE EZ1904'FOREST AND 2.1 MILES SOUTH-SOUTHWEST OF YOUNGSVILLE ALONG THE EZ1904'SEABOARD COAST LINE RAILROAD. EZ1904' EZ1904'TO REACH THE STATION FROM THE INTERSECTION OF NC 98 AND SR 1941 (WHITE EZ1904'STREET) IN WAKE FOREST, PROCEED NORTHEAST ALONG SR 1941 FOR 1.6 MILES, EZ1904'THENCE 275 FEET NORTHWEST ACROSS FIELD TO RAILROAD AND STATION BY EZ1904'TELEPHONE POLE, ON A 4 FOOT CUT. EZ1904' EZ1904'THE STATION MARK IS A STANDARD C+GS REFERENCE MARK DISK EZ1904'STAMPED---DIM 1918---, AND IT IS EZ1904'SET IN THE TOP OF A 12 INCH SQUARE MONUMENT WHICH IS FLUSH WITH EZ1904'THE GROUND SURFACE. THE MARK IS 38.7 FEET SOUTHEAST OF THE EAST RAIL EZ1904', 4.3 FEET NORTH OF A TELEPHONE POLE 625 WITH REFERENCE TAG, 76.6 FEET EZ1904'SOUTHWEST OF A TELEGRAPH POLE WITH REFERENCE TAG AND 101.4 FEET EAST- EZ1904'NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE BASE OF A SIGNAL. EZ1904 EZ1904 STATION RECOVERY (1979) EZ1904 EZ1904'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 EZ1904'1.5 MI NE FROM WAKE FOREST. EZ1904'1.6 MILES NORTHEAST ALONG SR 1941 (WHITE STREET) FROM EZ1904'INTERSECTION WITH N.C. 98 IN WAKE FOREST, AT BROWN AND GUPTON EZ1904'PULPWOOD COMPANY YARD AND APPROXIMATELY 275 FEET NORTHWEST OF EZ1904'ROAD ON EAST BANK OF RAILROAD, 4.3 FEET NORTH OF TELEPHONE POLE EZ1904'625 WITH REFERENCE TAG, 38.7 FEET SOUTHEAST OF EAST RAIL, 76.6 EZ1904'FEET SOUTHWEST OF TELEGRAPH POLE WITH REFERENCE TAG AND 101.4 EZ1904'FEET NORTHEAST OF NORTHEAST CORNER OF CONCRETE BASE FOR SIGNAL. EZ1904'THE MARK IS 4 FT ABOVE RAILROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4455 *********************************************************************** EZ4455 DESIGNATION - DIM=R 9 EZ4455 PID - EZ4455 EZ4455 STATE/COUNTY- NC/WAKE EZ4455 USGS QUAD - ROLESVILLE (1993) EZ4455 EZ4455 *CURRENT SURVEY CONTROL EZ4455 ___________________________________________________________________ EZ4455* NAD 83(1986)- 35 59 43.70591(N) 078 29 30.05174(W) ADJUSTED EZ4455* NAVD 88 - 138.88 (+/-2cm) 455.6 (feet) VERTCON EZ4455 ___________________________________________________________________ EZ4455 LAPLACE CORR- -7.18 (seconds) DEFLEC99 EZ4455 GEOID HEIGHT- -32.94 (meters) GEOID03 EZ4455 EZ4455 HORZ ORDER - SECOND EZ4455 VERT ORDER - THIRD ? (See Below) EZ4455 EZ4455.The North Carolina HARNS have been completed but, EZ4455.due to contractual restrictions, coordinates for these stations EZ4455.will NOT be published in the near future. In the interim, the EZ4455.published coordinates in North Carolina will not be EZ4455.consistent with the Continuously Operating Reference Stations EZ4455.(CORS). The HARN coordinates for these stations are available EZ4455.upon request. Contact Gary Thompson(919-733-3836). EZ4455. EZ4455.In addition, the published North Carolina positions EZ4455.(NAD 83 (1986)) are NOT consistent with those determined in EZ4455.adjacent state readjustments. The discontinuity between stations EZ4455.located in North Carolina and those in adjacent states EZ4455.which have been adjusted to the HARN may be as much as 5 EZ4455.decimeters. This will result in a significant loss of accuracy EZ4455.over lines crossing such state borders. EZ4455 EZ4455 EZ4455.The horizontal coordinates were established by classical geodetic methods EZ4455.and adjusted by the National Geodetic Survey in July 1986. EZ4455 EZ4455.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4455.The vertical order pertains to the NGVD 29 superseded value. EZ4455 EZ4455.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4455 EZ4455.The geoid height was determined by GEOID03. EZ4455 EZ4455; North East Units Scale Factor Converg. EZ4455;SPC NC - 249,215.864 655,433.567 MT 0.99995672 +0 17 36.2 EZ4455;SPC NC - 817,635.71 2,150,368.29 sFT 0.99995672 +0 17 36.2 EZ4455;UTM 17 - 3,986,356.298 726,104.264 MT 1.00022998 +1 28 29.3 EZ4455 EZ4455! - Elev Factor x Scale Factor = Combined Factor EZ4455!SPC NC - 0.99998337 x 0.99995672 = 0.99994009 EZ4455!UTM 17 - 0.99998337 x 1.00022998 = 1.00021335 EZ4455 EZ4455: Primary Azimuth Mark Grid Az EZ4455:SPC NC - WAKE=Q 9 044 20 13.8 EZ4455:UTM 17 - WAKE=Q 9 043 09 20.7 EZ4455 EZ4455|---------------------------------------------------------------------| EZ4455| PID Reference Object Distance Geod. Az | EZ4455| dddmmss.s | EZ4455| FY0211 WAKE=Q 9 APPROX. 2.1 KM 0443750.0 | EZ4455| EZ1904 DIM RM 33.409 METERS 07626 | EZ4455| EZ5003 WAKE FOREST WATER TANK APPROX. 2.4 KM 2240641.8 | EZ4455|---------------------------------------------------------------------| EZ4455 EZ4455 SUPERSEDED SURVEY CONTROL EZ4455 EZ4455 NAD 27 - 35 59 43.16045(N) 078 29 31.05094(W) AD( ) 2 EZ4455 NGVD 29 (07/19/86) 139.16 (m) 456.6 (f) LEVELING 3 EZ4455 EZ4455.Superseded values are not recommended for survey control. EZ4455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4455.See file dsdata.txt to determine how the superseded data were derived. EZ4455 EZ4455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2610486356(NAD 83) EZ4455_MARKER: DS = TRIANGULATION STATION DISK EZ4455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4455_STAMPING: EL 456.492 DIM R 9 1918 EZ4455_MARK LOGO: CGS EZ4455 EZ4455 HISTORY - Date Condition Report By EZ4455 HISTORY - 1918 MONUMENTED CGS EZ4455 HISTORY - 1933 GOOD CGS EZ4455 HISTORY - 1952 SEE DESCRIPTION SCLRR EZ4455 HISTORY - 1962 SEE DESCRIPTION CGS EZ4455 HISTORY - 1977 SEE DESCRIPTION NCGS EZ4455 EZ4455 STATION DESCRIPTION EZ4455 EZ4455'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 EZ4455'ABOUT 1.6 MILES NORTH OF RAILWAY STATION AT WAKE FOREST, 170 EZ4455'METERS (558 FEET) NORTH OF MILEPOST 139 OF SEABOARD AIR LINE EZ4455'RAILWAY, 7.66 METERS (25.1 FEET) WEST OF WEST RAIL, ON TOP OF EZ4455'CUT, 1 METER (3 FEET) WEST OF EDGE OF CUT, AND 2 METERS (7 FEET) EZ4455'EAST OF EDGE OF COTTON FIELD. EZ4455'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE, NOTE 1A. EZ4455'UNDERGROUND MARK IS NAIL IN CONCRETE, NOTE 7C. EZ4455' EZ4455'REFERENCE MARK IS STANDARD REFERENCE DISK EZ4455'IN CONCRETE, NOTE 11A, ON OPPOSITE SIDE OF TRACK, AND 33.43 EZ4455'METERS (109.7 FEET) FROM STATION N 76 DEG 26 MIN E. EZ4455' EZ4455'STATION WAKE (SEE DESCRIPTION AND GEOGRAPHIC POSITION THEREOF) EZ4455'IS VISIBLE FROM GROUND N 44 DEG 38 MIN E. EZ4455 EZ4455 STATION RECOVERY (1952) EZ4455 EZ4455'RECOVERY NOTE BY SEABOARD COAST LINE RAILROAD 1952 (JBG) EZ4455'DESTROYED. SURFACE MARK, EZ4455'STAMPED---EL 456.492 DIM R 9 1918---, RECEIVED 20 OCTOBER 1952, EZ4455'FROM J.B. GREGORY, DIVISION ENGINEER, SEABOARD EZ4455'AIR LINE RR., RALEIGH, N.C. EZ4455 EZ4455 STATION RECOVERY (1962) EZ4455 EZ4455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CFO) EZ4455'MEASUREMENTS INDICATE THAT THE STATION HAS BEEN DESTROYED BY EZ4455'RAILROAD ROAD-BED WIDENING OPERATIONS. EZ4455' EZ4455'THE REFERENCE MARK WAS RECOVERED AND FOUND TO BE IN GOOD EZ4455'CONDITION. IT IS 4 FEET NORTHWEST OF TELEPHONE POLE NO. 625, 39.5 EZ4455'FEET EAST OF THE EAST RAIL AND 103 FEET NORTHEAST OF A BLOCK EZ4455'SIGNAL. EZ4455 EZ4455 STATION RECOVERY (1977) EZ4455 EZ4455'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ4455'THE STATION MARK WAS DESTROYED IN 1952 BY THE RAILROAD COMPANY. EZ4455' EZ4455'DIM REFERENCE MARK 1918 WAS RECOVERED AS DESCRIBED AND USED AS A EZ4455'TRAVERSE STATION. A COMPLETE NEW DESCRIPTION HAS BEEN WRITTEN EZ4455'FOR IT TO BE PUBLISHED BY NCGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4456 *********************************************************************** EZ4456 DESIGNATION - DIP EZ4456 PID - EZ4456 EZ4456 STATE/COUNTY- NC/WAKE EZ4456 USGS QUAD - ROLESVILLE (1993) EZ4456 EZ4456 *CURRENT SURVEY CONTROL EZ4456 ___________________________________________________________________ EZ4456* NAD 83(1986)- 35 59 24.99223(N) 078 29 47.49421(W) ADJUSTED EZ4456* NAVD 88 - 133. (meters) 436. (feet) SCALED EZ4456 ___________________________________________________________________ EZ4456 LAPLACE CORR- -7.19 (seconds) DEFLEC99 EZ4456 GEOID HEIGHT- -32.94 (meters) GEOID03 EZ4456 EZ4456 HORZ ORDER - SECOND EZ4456 EZ4456.The North Carolina HARNS have been completed but, EZ4456.due to contractual restrictions, coordinates for these stations EZ4456.will NOT be published in the near future. In the interim, the EZ4456.published coordinates in North Carolina will not be EZ4456.consistent with the Continuously Operating Reference Stations EZ4456.(CORS). The HARN coordinates for these stations are available EZ4456.upon request. Contact Gary Thompson(919-733-3836). EZ4456. EZ4456.In addition, the published North Carolina positions EZ4456.(NAD 83 (1986)) are NOT consistent with those determined in EZ4456.adjacent state readjustments. The discontinuity between stations EZ4456.located in North Carolina and those in adjacent states EZ4456.which have been adjusted to the HARN may be as much as 5 EZ4456.decimeters. This will result in a significant loss of accuracy EZ4456.over lines crossing such state borders. EZ4456 EZ4456 EZ4456.The horizontal coordinates were established by classical geodetic methods EZ4456.and adjusted by the National Geodetic Survey in July 1986. EZ4456 EZ4456.The orthometric height was scaled from a topographic map. EZ4456 EZ4456.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4456 EZ4456.The geoid height was determined by GEOID03. EZ4456 EZ4456; North East Units Scale Factor Converg. EZ4456;SPC NC - 248,636.879 654,999.637 MT 0.99995554 +0 17 26.1 EZ4456;SPC NC - 815,736.16 2,148,944.64 sFT 0.99995554 +0 17 26.1 EZ4456;UTM 17 - 3,985,768.330 725,682.248 MT 1.00022763 +1 28 18.4 EZ4456 EZ4456! - Elev Factor x Scale Factor = Combined Factor EZ4456!SPC NC - 0.99998434 x 0.99995554 = 0.99993988 EZ4456!UTM 17 - 0.99998434 x 1.00022763 = 1.00021196 EZ4456 EZ4456|---------------------------------------------------------------------| EZ4456| PID Reference Object Distance Geod. Az | EZ4456| dddmmss.s | EZ4456| EZ6133 DIP RM 30907 | EZ4456|---------------------------------------------------------------------| EZ4456 EZ4456 SUPERSEDED SURVEY CONTROL EZ4456 EZ4456 NAD 27 - 35 59 24.44663(N) 078 29 48.49324(W) AD( ) 2 EZ4456 EZ4456.Superseded values are not recommended for survey control. EZ4456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4456.See file dsdata.txt to determine how the superseded data were derived. EZ4456 EZ4456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2568285768(NAD 83) EZ4456_MARKER: N = NAIL EZ4456_SETTING: 0 = UNSPECIFIED SETTING EZ4456_MARK LOGO: CGS EZ4456 EZ4456 HISTORY - Date Condition Report By EZ4456 HISTORY - 1918 MONUMENTED CGS EZ4456 HISTORY - 1977 MARK NOT FOUND NCGS EZ4456 EZ4456 STATION DESCRIPTION EZ4456 EZ4456'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MS) EZ4456'ABOUT 1.2 MILES NORTH OF RAILWAY STATION AT WAKE FOREST, EZ4456'ON SECOND CURVE OF SEABOARD AIR LINE RAILWAY NORTH OF EZ4456'WAKE FOREST, ON PROLONGATION OF TANGENT TO RIGHT RAIL EZ4456'TOWARD WAKE FOREST, 20.38 METERS (66.9 FEET) EAST OF EZ4456'EAST RAIL, 50 METERS (164 FEET) SOUTH OF WAGON ROAD EZ4456'CROSSING AND ROAD FORK, AND 1 METER (3 FEET) WEST OF EZ4456'HIGHWAY. EZ4456'MARKED BY NAIL IN TOP OF 4- BY 4-INCH POST PROJECTING EZ4456'18 INCHES ABOVE GROUND. EZ4456' EZ4456'REFERENCE MARK IS SPIKE IN EAST EZ4456'FACE OF LARGEST OAK TREE ON OPPOSITE SIDE OF TRACK AND EZ4456'61.15 METERS (200.6 FEET) FROM STATION N 50 DEG 53 MIN W. EZ4456 EZ4456 STATION RECOVERY (1977) EZ4456 EZ4456'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (ACD) EZ4456'DESTROYED. RAILROAD WAS WIDENED TO 4 TRACKS IN THE AREA. EVEN THE EZ4456'OAK TREE ON WHICH THE REFERENCE MARK--A SPIKE--IS GONE. STATION WAS EZ4456'NOT A PERMANENT MARK, ONLY A NAIL IN WOODEN POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0797 *********************************************************************** EZ0797 DESIGNATION - DIR=T 9 EZ0797 PID - EZ0797 EZ0797 STATE/COUNTY- NC/WAKE EZ0797 USGS QUAD - WAKE FOREST (1987) EZ0797 EZ0797 *CURRENT SURVEY CONTROL EZ0797 ___________________________________________________________________ EZ0797* NAD 83(1986)- 35 59 05.90793(N) 078 30 22.03071(W) ADJUSTED EZ0797* NAVD 88 - 125.299 (meters) 411.09 (feet) ADJUSTED EZ0797 ___________________________________________________________________ EZ0797 LAPLACE CORR- -7.15 (seconds) DEFLEC99 EZ0797 GEOID HEIGHT- -32.91 (meters) GEOID03 EZ0797 DYNAMIC HT - 125.193 (meters) 410.74 (feet) COMP EZ0797 MODELED GRAV- 979,785.6 (mgal) NAVD 88 EZ0797 EZ0797 HORZ ORDER - SECOND EZ0797 VERT ORDER - FIRST CLASS II EZ0797 EZ0797.The North Carolina HARNS have been completed but, EZ0797.due to contractual restrictions, coordinates for these stations EZ0797.will NOT be published in the near future. In the interim, the EZ0797.published coordinates in North Carolina will not be EZ0797.consistent with the Continuously Operating Reference Stations EZ0797.(CORS). The HARN coordinates for these stations are available EZ0797.upon request. Contact Gary Thompson(919-733-3836). EZ0797. EZ0797.In addition, the published North Carolina positions EZ0797.(NAD 83 (1986)) are NOT consistent with those determined in EZ0797.adjacent state readjustments. The discontinuity between stations EZ0797.located in North Carolina and those in adjacent states EZ0797.which have been adjusted to the HARN may be as much as 5 EZ0797.decimeters. This will result in a significant loss of accuracy EZ0797.over lines crossing such state borders. EZ0797 EZ0797 EZ0797.The horizontal coordinates were established by classical geodetic methods EZ0797.and adjusted by the National Geodetic Survey in July 1986. EZ0797 EZ0797.The orthometric height was determined by differential leveling EZ0797.and adjusted by the National Geodetic Survey in June 1991. EZ0797.WARNING-Repeat measurements at this control monument indicate possible EZ0797.vertical movement. EZ0797 EZ0797.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0797 EZ0797.The geoid height was determined by GEOID03. EZ0797 EZ0797.The dynamic height is computed by dividing the NAVD 88 EZ0797.geopotential number by the normal gravity value computed on the EZ0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0797.degrees latitude (g = 980.6199 gals.). EZ0797 EZ0797.The modeled gravity was interpolated from observed gravity values. EZ0797 EZ0797; North East Units Scale Factor Converg. EZ0797;SPC NC - 248,044.353 654,137.523 MT 0.99995435 +0 17 06.2 EZ0797;SPC NC - 813,792.18 2,146,116.19 sFT 0.99995435 +0 17 06.2 EZ0797;UTM 17 - 3,985,157.995 724,832.301 MT 1.00022291 +1 27 57.4 EZ0797 EZ0797! - Elev Factor x Scale Factor = Combined Factor EZ0797!SPC NC - 0.99998550 x 0.99995435 = 0.99993985 EZ0797!UTM 17 - 0.99998550 x 1.00022291 = 1.00020841 EZ0797 EZ0797: Primary Azimuth Mark Grid Az EZ0797:SPC NC - WHIPER 056 18 10.0 EZ0797:UTM 17 - WHIPER 055 07 18.8 EZ0797 EZ0797|---------------------------------------------------------------------| EZ0797| PID Reference Object Distance Geod. Az | EZ0797| dddmmss.s | EZ0797| EZ1907 WHIPER APPROX. 0.7 KM 0563516.2 | EZ0797| EZ0796 FORREST=U 9 479.772 METERS 2135349.5 | EZ0797| EZ5022 FIRST CURVE 354.278 METERS 21619 | EZ0797| EZ0794 WAKE FOREST 122.665 METERS 27422 | EZ0797| EZ6134 DIR RM 28134 | EZ0797|---------------------------------------------------------------------| EZ0797 EZ0797 SUPERSEDED SURVEY CONTROL EZ0797 EZ0797 NAD 27 - 35 59 05.36274(N) 078 30 23.02921(W) AD( ) 2 EZ0797 NGVD 29 (03/05/92) 125.576 (m) 411.99 (f) ADJUSTED 1 2 EZ0797 EZ0797.Superseded values are not recommended for survey control. EZ0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0797.See file dsdata.txt to determine how the superseded data were derived. EZ0797 EZ0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2483285158(NAD 83) EZ0797_MARKER: DS = TRIANGULATION STATION DISK EZ0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0797_STAMPING: DIR TIX T 9 1918 411.902 EL FT EZ0797_MARK LOGO: CGS EZ0797_PROJECTION: PROJECTING 3 CENTIMETERS EZ0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0797+STABILITY: SURFACE MOTION EZ0797_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ0797+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2004 EZ0797 EZ0797 HISTORY - Date Condition Report By EZ0797 HISTORY - 1918 MONUMENTED CGS EZ0797 HISTORY - 1933 GOOD CGS EZ0797 HISTORY - 1935 MARK NOT FOUND CGS EZ0797 HISTORY - 1961 GOOD NCGS EZ0797 HISTORY - 1962 GOOD CGS EZ0797 HISTORY - 1969 GOOD CGS EZ0797 HISTORY - 1969 GOOD CGS EZ0797 HISTORY - 1971 GOOD NGS EZ0797 HISTORY - 1978 GOOD NCGS EZ0797 HISTORY - 1980 GOOD NCGS EZ0797 HISTORY - 20041128 GOOD USPSQD EZ0797 EZ0797 STATION DESCRIPTION EZ0797 EZ0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MS) EZ0797'DIR 1918 IS A STANDARD TRIANGULATION STATION DISK, SET EZ0797'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS EZ0797'3 INCHES ABOVE THE GROUND. IT IS EZ0797'STAMPED---DIR TIX T 9 1918 411.902 EL FT---. EZ0797'IT IS 83.0 FEET NORTH OF THE CENTERLINE EZ0797'OF EAST JUNIPER STREET, 37.6 FEET EAST OF THE SOUTHEAST EZ0797'CORNER OF A FRAME HOUSE AND 37.4 FEET WEST OF THE WEST EZ0797'RAIL OF A RAILROAD. EZ0797 EZ0797 STATION RECOVERY (1933) EZ0797 EZ0797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 EZ0797'ABOUT 800 METERS (2,625 FEET) NORTH OF RAILWAY STATION AT EZ0797'WAKE FOREST, 10 METERS (33 FEET) NORTH OF MILEPOST 140 OF EZ0797'SEABOARD AIR LINE RAILWAY, ON PROLONGATION OF TANGENT TO LEFT EZ0797'RAIL TOWARD YOUNGSVILLE, 15.66 METERS (51.4 FEET) WEST OF EZ0797'WEST RAIL, AND 1 METER (3 FEET) EAST OF FENCE OF HOUSE. EZ0797'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE, NOTE 1A EZ0797'UNDERGROUND MARK IS NAIL IN CONCRETE, NOTE 7C. EZ0797' EZ0797'REFERENCE MARK IS STANDARD REFERENCE DISK IN EAST FACE EZ0797'OF SOUTHEAST PIER UNDER HOUSE AND 12.64 METERS (41.5 FEET) EZ0797'FROM STATION N 78 DEG 26 MIN W. EZ0797' EZ0797'STATION FORREST (SEE DESCRIPTION AND GEOGRAPHIC POSITION THEREOF) EZ0797'IS VISIBLE FROM GROUND IN S 33 DEG 54 MIN W. EZ0797 EZ0797 STATION RECOVERY (1935) EZ0797 EZ0797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (BBE) EZ0797'STATION NOT VISITED. REFERENCE MARK RECOVERED AS DESCRIBED, EZ0797'ABOUT 50 FEET N OF THE CROSS STREET ALONG THE N SIDE OF THE EZ0797'WAKE FOREST COLLEGE ATHLETIC FIELD, ABOUT 80 FEET W OF THE EZ0797'W RAIL OF THE SEABOARD AIR LINE RAILWAY, IN THE BRICK EZ0797'UNDER-PINNING WALL UNDER THE SE CORNER OF THE FRONT BAY WINDOW EZ0797'OF THE RESIDENCE OF MRS. J.B. CARLYLE, AND DISTANT ABOUT 35 EZ0797'FEET SW FROM THE STATION. IT IS A STANDARD REFERENCE MARK EZ0797'DISK, STAMPED---DIR 1918---, AND SET VERTICALLY ABOUT EZ0797'2 FEET ABOVE GROUND. EZ0797 EZ0797 STATION RECOVERY (1961) EZ0797 EZ0797'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ0797'STATION AND REFERENCE MARK 1 IN GOOD CONDITION. EZ0797 EZ0797 STATION RECOVERY (1962) EZ0797 EZ0797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CFO) EZ0797'PREVIOUS DESC. IN SPEC. PUB. 192, PAGE 318. EZ0797' EZ0797'THE STATION AND REFERENCE MARK WAS RECOVERED AND FOUND TO BE EZ0797'IN GOOD CONDITION. ADDITIONAL MEASUREMENTS TO THE STATION ARE EZ0797'GIVEN BELOW-- EZ0797' EZ0797'IT IS 52.5 FEET WEST OF THE WEST RAIL, 37.5 FEET EAST OF THE EZ0797'SOUTHEAST CORNER OF A TWO STORIED HOUSE, 86 FEET NORTH OF THE EZ0797'CENTERLINE OF THE RAILROAD CROSSING, AND 80 FEET NNW OF MILEPOST EZ0797'140. THE MARK PROJECTS ABOUT 6 INCHES. EZ0797 EZ0797 STATION RECOVERY (1969) EZ0797 EZ0797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JBJ) EZ0797'THE MARK WAS RECOVERED IN GOOD CONDITION. THE FENCE MEASURED EZ0797'TO IN THE 1918 DESCRIPTION HAS BEEN REMOVED. ALSO, ANOTHER EZ0797'RAILROAD TRACK HAS BEEN ADDED. FOLLOWING IS A COMPLETE NEW EZ0797'DESCRIPTION. EZ0797' EZ0797'TO REACH THE STATION FROM THE POST OFFICE IN WAKE FOREST, GO EZ0797'NORTHERLY ON SOUTH WHITE STREET FOR 0.15 MILE TO THE JUNCTION EZ0797'OF STATE HIGHWAY 98. CONTINUE NORTHERLY ON NORTH WHITE STREET EZ0797'FOR 0.45 MILE TO EAST JUNIPER STREET. TURN LEFT, CROSSING EZ0797'RAILROAD, AND GO WEST ON EAST JUNIPER STREET FOR ABOUT 50 FEET EZ0797'TO A DRIVEWAY ON THE RIGHT AND THE STATION ON THE RIGHT. EZ0797' EZ0797'THE MARK IS A STANDARD DISK, EZ0797'STAMPED---DIR TIX T 9 1918 411.902 EL FT---, EZ0797'SET IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT EZ0797'PROJECTS 1 INCH ABOVE THE GROUND. IT IS 83.0 FEET NORTH OF EZ0797'THE CENTERLINE OF EAST JUNIPER STREET, 37.6 FEET EAST OF THE EZ0797'SOUTHEAST CORNER OF A FRAME HOUSE AND 37.4 FEET WEST OF THE EZ0797'WEST RAIL OF A RAILROAD. EZ0797' EZ0797'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION EZ0797'WAKE FOREST. EZ0797' EZ0797'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EZ0797'1/2 MILE NORTH OF WAKE FOREST BUSINESS DISTRICT. EZ0797 EZ0797 STATION RECOVERY (1969) EZ0797 EZ0797'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 EZ0797'IN WAKE FOREST. EZ0797'THE MARK WAS RECOVERED IN GOOD CONDITION, HOWEVER, THE MARK IS EZ0797'STAMPED---DIR TIX T 9 1918 411.902 EL FT---, NOT EZ0797'STAMPED---EL 411.981 FT T 9 DIR 1918---, AS NOTED IN THE 1962 EZ0797'DESCRIPTION. ALSO, ANOTHER RAILROAD TRACK EZ0797'HAS BEEN ADDED. FOLLOWING IS A COMPLETE NEW DESCRIPTION. TO EZ0797'REACH THE MARK FROM THE POST OFFICE IN WAKE FOREST, GO NORTHERLY EZ0797'ON SOUTH WHITE STREET FOR 0.15 MILE TO THE JUNCTION OF STATE EZ0797'HIGHWAY 98. CONTINUE NORTHERLY ON NORTH WHITE STREET FOR 0.45 EZ0797'MILE TO EAST JUNIPER STREET. TURN LEFT, CROSSING RAILROAD, EZ0797'AND GO WEST ON EAST JUNIPER STREET FOR ABOUT 50 FEET TO A EZ0797'DRIVEWAY ON THE RIGHT AND THE MARK ON THE RIGHT. THE MARK IS EZ0797'A STANDARD TRIANGULATION STATION DISK, SET IN THE TOP OF A 12 INCH EZ0797'SQUARE CONCRETE POST THAT PROJECTS 1 INCH ABOVE THE GROUND. IT EZ0797'IS 83.0 FEET NORTH OF THE CENTERLINE OF EAST JUNIPER STREET, EZ0797'37.6 FEET EAST OF THE SOUTHEAST CORNER OF A FRAME HOUSE AND EZ0797'37.4 FEET WEST OF THE WEST RAIL OF THE RAILROAD. EZ0797 EZ0797 STATION RECOVERY (1971) EZ0797 EZ0797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 EZ0797'RECOVERED IN GOOD CONDITION. EZ0797 EZ0797 STATION RECOVERY (1978) EZ0797 EZ0797'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ0797'THE STATION AND REFERENCE MARK WERE RECOVERED IN GOOD CONDITION AS EZ0797'LAST DESCRIBED IN 1969. THE STATION PROJECTS 4 INCHES AND THE EZ0797'REFERENCE MARK PROJECTS 2 FEET TODAY. EZ0797 EZ0797 STATION RECOVERY (1980) EZ0797 EZ0797'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ0797'0.45 MILE NORTH ALONG SR 1941 (WHITE STREET) FROM INTERSECTION EZ0797'WITH N.C. 98 IN WAKE FOREST, AT INTERSECTION WITH EAST JUNIPER EZ0797'AVENUE ON WEST SIDE OF RAILROAD AT MILEPOST 140 IN YARD OF A TWO EZ0797'STORY WHITE FRAME HOUSE, 83.0 FEET NORTH OF CENTERLINE OF EAST EZ0797'JUNIPER STREET, 37.6 FEET EAST OF SOUTHEAST CORNER OF HOUSE, EZ0797'37.4 FEET WEST OF WEST RAIL AND 95.0 FEET NORTHEAST OF RAILROAD EZ0797'CROSSING SIGN WITH REFERENCE TAG. EZ0797'THE MARK IS 1 FT BELOW STREET. EZ0797 EZ0797 STATION RECOVERY (2004) EZ0797 EZ0797'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ0797'RECOVERED AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4990 *********************************************************************** EZ4990 DESIGNATION - DIS EZ4990 PID - EZ4990 EZ4990 STATE/COUNTY- NC/WAKE EZ4990 USGS QUAD - WAKE FOREST (1987) EZ4990 EZ4990 *CURRENT SURVEY CONTROL EZ4990 ___________________________________________________________________ EZ4990* NAD 83(1986)- 35 58 28.54506(N) 078 30 41.33428(W) ADJUSTED EZ4990* NAVD 88 - 120.95 (+/-2cm) 396.8 (feet) VERTCON EZ4990 ___________________________________________________________________ EZ4990 LAPLACE CORR- -7.12 (seconds) DEFLEC99 EZ4990 GEOID HEIGHT- -32.92 (meters) GEOID03 EZ4990 EZ4990 HORZ ORDER - SECOND EZ4990 VERT ORDER - THIRD ? (See Below) EZ4990 EZ4990.The North Carolina HARNS have been completed but, EZ4990.due to contractual restrictions, coordinates for these stations EZ4990.will NOT be published in the near future. In the interim, the EZ4990.published coordinates in North Carolina will not be EZ4990.consistent with the Continuously Operating Reference Stations EZ4990.(CORS). The HARN coordinates for these stations are available EZ4990.upon request. Contact Gary Thompson(919-733-3836). EZ4990. EZ4990.In addition, the published North Carolina positions EZ4990.(NAD 83 (1986)) are NOT consistent with those determined in EZ4990.adjacent state readjustments. The discontinuity between stations EZ4990.located in North Carolina and those in adjacent states EZ4990.which have been adjusted to the HARN may be as much as 5 EZ4990.decimeters. This will result in a significant loss of accuracy EZ4990.over lines crossing such state borders. EZ4990 EZ4990 EZ4990.The horizontal coordinates were established by classical geodetic methods EZ4990.and adjusted by the National Geodetic Survey in July 1986. EZ4990 EZ4990.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4990.The vertical order pertains to the NGVD 29 superseded value. EZ4990 EZ4990.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4990 EZ4990.The geoid height was determined by GEOID03. EZ4990 EZ4990; North East Units Scale Factor Converg. EZ4990;SPC NC - 246,890.436 653,659.660 MT 0.99995205 +0 16 55.0 EZ4990;SPC NC - 810,006.37 2,144,548.40 sFT 0.99995205 +0 16 55.0 EZ4990;UTM 17 - 3,983,994.164 724,378.193 MT 1.00022040 +1 27 44.8 EZ4990 EZ4990! - Elev Factor x Scale Factor = Combined Factor EZ4990!SPC NC - 0.99998618 x 0.99995205 = 0.99993823 EZ4990!UTM 17 - 0.99998618 x 1.00022040 = 1.00020658 EZ4990 EZ4990: Primary Azimuth Mark Grid Az EZ4990:SPC NC - FORREST=U 9 015 43 01.8 EZ4990:UTM 17 - FORREST=U 9 014 32 12.0 EZ4990 EZ4990|---------------------------------------------------------------------| EZ4990| PID Reference Object Distance Geod. Az | EZ4990| dddmmss.s | EZ4990| EZ0796 FORREST=U 9 APPROX. 0.8 KM 0155956.8 | EZ4990| EZ4991 DIT APPROX. 0.5 KM 2222849.8 | EZ4990| EZ6135 DIS RM 35308 | EZ4990|---------------------------------------------------------------------| EZ4990 EZ4990 SUPERSEDED SURVEY CONTROL EZ4990 EZ4990 NAD 27 - 35 58 28.00007(N) 078 30 42.33343(W) AD( ) 2 EZ4990 NGVD 29 (07/19/86) 121.23 (m) 397.7 (f) LEVELING 3 EZ4990 EZ4990.Superseded values are not recommended for survey control. EZ4990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4990.See file dsdata.txt to determine how the superseded data were derived. EZ4990 EZ4990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2437883994(NAD 83) EZ4990_MARKER: DS = TRIANGULATION STATION DISK EZ4990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4990_MARK LOGO: CGS EZ4990 EZ4990 HISTORY - Date Condition Report By EZ4990 HISTORY - 1918 MONUMENTED CGS EZ4990 HISTORY - 1933 GOOD CGS EZ4990 HISTORY - 1962 MARK NOT FOUND CGS EZ4990 HISTORY - 1978 MARK NOT FOUND NCGS EZ4990 EZ4990 STATION DESCRIPTION EZ4990 EZ4990'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 EZ4990'ABOUT 680 METERS (2,231 FEET) SOUTH OF RAILWAY STATION AT WAKE EZ4990'FOREST, ON FIRST CURVE OF SEABOARD AIR LINE RAILWAY SOUTH OF EZ4990'WAKE FOREST, ON PROLONGATION OF TANGENT TO LEFT RAIL TOWARD EZ4990'WAKE FOREST, 20 METERS (66 FEET) EAST OF EAST RAIL, AND 10 EZ4990'METERS (33 FEET) NORTH OF SMALL NEGRO HOUSE. SURFACE MARK IS EZ4990'STANDARD DISK STATION MARK IN CONCRETE, NOTE 1A. EZ4990'UNDERGROUND MARK IS NAIL IN CONCRETE, NOTE 7C. EZ4990' EZ4990'REFERENCE MARK IS STANDARD EZ4990'REFERENCE DISK IN EAST CORNER OF BRICK BUILDING OF BOTTLING WORKS EZ4990'AND 60.0 METERS (197 FEET) FROM STATION N 06 DEG 52 MIN W. EZ4990' EZ4990'STATION FORREST (SEE DESCRIPTION AND GEOGRAPHIC POSITION THEREOF) EZ4990'IS VISIBLE FROM GROUND N 16 DEG 00 MIN E. EZ4990 EZ4990 STATION RECOVERY (1962) EZ4990 EZ4990'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CFO) EZ4990'PREVIOUS DESC. IN SPEC. PUB. 192, PAGE 318. EZ4990' EZ4990'THE STATION WAS SEARCHED FOR EXTENSIVELY BUT NOT FOUND. A EZ4990'RAILROAD LOADING YARD NOW OCCUPIES THE FORMER STATION SITE. EZ4990' EZ4990'THE REFERENCE MARK WAS FOUND IN THE SE CORNER OF THE WATER AND EZ4990'LIGHT BUILDING IN WAKE FOREST. A SHED HAS BEEN ERECTED ON THE EZ4990'BACK OF THE BUILDING AND THE MARK IS COMPLETELY ENCLOSED IN THE EZ4990'BUILDING. THE MARK IS SET VERTICALLY, ABOUT 6-1/2 FEET ABOVE EZ4990'THE FLOOR. EZ4990 EZ4990 STATION RECOVERY (1978) EZ4990 EZ4990'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ4990'THE STATION WAS SEARCHED FOR BUT NOT FOUND. EZ4990' EZ4990'A SIDE TRACK IS LOCATED WHERE STATION WAS AND THE MARK SHOULD BE EZ4990'CONSIDERED LOST. THE REFERENCE MARK WAS FOUND AS IT WAS IN 1962 EZ4990'AND IS NOT USABLE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3279 *********************************************************************** EZ3279 DESIGNATION - DISPOSE EZ3279 PID - EZ3279 EZ3279 STATE/COUNTY- NC/WAKE EZ3279 USGS QUAD - RALEIGH EAST (1993) EZ3279 EZ3279 *CURRENT SURVEY CONTROL EZ3279 ___________________________________________________________________ EZ3279* NAD 83(1986)- 35 45 34.81160(N) 078 34 30.63283(W) ADJUSTED EZ3279* NAVD 88 - 65.324 (meters) 214.32 (feet) ADJUSTED EZ3279 ___________________________________________________________________ EZ3279 LAPLACE CORR- -7.83 (seconds) DEFLEC99 EZ3279 GEOID HEIGHT- -33.26 (meters) GEOID03 EZ3279 DYNAMIC HT - 65.266 (meters) 214.13 (feet) COMP EZ3279 MODELED GRAV- 979,754.9 (mgal) NAVD 88 EZ3279 EZ3279 HORZ ORDER - SECOND EZ3279 VERT ORDER - SECOND CLASS I EZ3279 EZ3279.The North Carolina HARNS have been completed but, EZ3279.due to contractual restrictions, coordinates for these stations EZ3279.will NOT be published in the near future. In the interim, the EZ3279.published coordinates in North Carolina will not be EZ3279.consistent with the Continuously Operating Reference Stations EZ3279.(CORS). The HARN coordinates for these stations are available EZ3279.upon request. Contact Gary Thompson(919-733-3836). EZ3279. EZ3279.In addition, the published North Carolina positions EZ3279.(NAD 83 (1986)) are NOT consistent with those determined in EZ3279.adjacent state readjustments. The discontinuity between stations EZ3279.located in North Carolina and those in adjacent states EZ3279.which have been adjusted to the HARN may be as much as 5 EZ3279.decimeters. This will result in a significant loss of accuracy EZ3279.over lines crossing such state borders. EZ3279 EZ3279 EZ3279.The horizontal coordinates were established by classical geodetic methods EZ3279.and adjusted by the National Geodetic Survey in December 1992. EZ3279 EZ3279.The orthometric height was determined by differential leveling EZ3279.and adjusted by the National Geodetic Survey in June 1991. EZ3279 EZ3279.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3279 EZ3279.The geoid height was determined by GEOID03. EZ3279 EZ3279.The dynamic height is computed by dividing the NAVD 88 EZ3279.geopotential number by the normal gravity value computed on the EZ3279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ3279.degrees latitude (g = 980.6199 gals.). EZ3279 EZ3279.The modeled gravity was interpolated from observed gravity values. EZ3279 EZ3279; North East Units Scale Factor Converg. EZ3279;SPC NC - 223,018.439 648,017.312 MT 0.99991179 +0 14 42.7 EZ3279;SPC NC - 731,686.33 2,126,036.80 sFT 0.99991179 +0 14 42.7 EZ3279;UTM 17 - 3,960,004.749 719,225.726 MT 1.00019226 +1 25 03.4 EZ3279 EZ3279! - Elev Factor x Scale Factor = Combined Factor EZ3279!SPC NC - 0.99999497 x 0.99991179 = 0.99990676 EZ3279!UTM 17 - 0.99999497 x 1.00019226 = 1.00018723 EZ3279 EZ3279 SUPERSEDED SURVEY CONTROL EZ3279 EZ3279 NGVD 29 (12/28/92) 65.60 (m) 215.2 (f) LEVELING 3 EZ3279 EZ3279.Superseded values are not recommended for survey control. EZ3279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3279.See file dsdata.txt to determine how the superseded data were derived. EZ3279 EZ3279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1922660005(NAD 83) EZ3279_MARKER: DE = TRAVERSE STATION DISK EZ3279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3279_SP_SET: CONCRETE POST EZ3279_STAMPING: DISPOSE 1984 EZ3279_MARK LOGO: NCGS EZ3279_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ3279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3279+STABILITY: SURFACE MOTION EZ3279 EZ3279 HISTORY - Date Condition Report By EZ3279 HISTORY - 1984 MONUMENTED NCGS EZ3279 HISTORY - 1984 GOOD NCGS EZ3279 HISTORY - 1985 GOOD USPSQD EZ3279 HISTORY - 1987 GOOD USPSQD EZ3279 EZ3279 STATION DESCRIPTION EZ3279 EZ3279'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ3279'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) EAST-SOUTHEAST OF THE EZ3279'CAPITOL SQUARE IN RALEIGH. EZ3279' EZ3279'ALONG THE CLIFF BENSON BELTLINE FOR 0.9 KM (0.55 MI) SOUTH FROM THE EZ3279'POOLE ROAD (SR 1009) OVERPASS, OR 0.7 KM (0.45 MI) NORTHEAST OF THE EZ3279'SUNNYBROOK ROAD (SR 2544) UNDERPASS, ON THE EAST SIDE OF THE HIGHWAY. EZ3279' EZ3279'THE STATION IS A STANDARD NCGS DISK STAMPED---DISPOSE 1984---, EZ3279'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ3279'25 CM IN DIAMETER RECESSED 8 CM BELOW GROUND. LOCATED EZ3279'9.7 METERS (31.8 FT) EAST-SOUTHEAST OF THE EDGE OF THE PAVEMENT, EZ3279'2.4 METERS (7.7 FT) WEST OF A WITNESS POST, EZ3279'21.4 METERS (70.3 FT) SOUTH-SOUTHWEST OF A REFLECTOR POST, AND EZ3279'3.1 METERS (10.2 FT) NORTH-NORTHWEST OF A 3-INCH PINE WITH A EZ3279'REFERENCE TAG. EZ3279' EZ3279'MARK IS LEVEL WITH HIGHWAY. EZ3279 EZ3279 STATION RECOVERY (1984) EZ3279 EZ3279'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ3279'6.4 KM (4.0 MI) ESE FROM RALEIGH. EZ3279'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) EAST-SOUTHEAST OF THE EZ3279'CAPITOL SQUARE IN RALEIGH. ALONG THE CLIFF BENSON BELTLINE FOR 0.9 EZ3279'KM (0.55 MI) SOUTH FROM THE POOLE ROAD (SR 1009) OVERPASS, OR 0.7 KM EZ3279'(0.45 MI) NORTHEAST OF THE SUNNYBROOK ROAD (SR 2544) UNDERPASS, ON EZ3279'THE EAST SIDE OF THE HIGHWAY. THE STATION IS A STANDARD NCGS DISK EZ3279'STAMPED---DISPOSE 1984---, SET INTO THE TOP OF A ROUND CONCRETE EZ3279'MONUMENT 25 CM IN DIAMETER RECESSED 8 CM BELOW GROUND. LOCATED 9.7 EZ3279'METERS (31.8 FT) EAST-SOUTHEAST OF THE EDGE OF THE PAVEMENT, 2.4 EZ3279'METERS (7.7 FT) WEST OF A WITNESS POST, 21.4 METERS (70.3 FT) EZ3279'SOUTH-SOUTHWEST OF A REFLECTOR POST, AND 3.1 METERS (10.2 FT) EZ3279'NORTH-NORTHWEST OF A 3-INCH PINE WITH A REFERENCE TAG. EZ3279 EZ3279 STATION RECOVERY (1985) EZ3279 EZ3279'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ3279'RECOVERED IN GOOD CONDITION. EZ3279 EZ3279 STATION RECOVERY (1987) EZ3279 EZ3279'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ3279'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4991 *********************************************************************** EZ4991 DESIGNATION - DIT EZ4991 PID - EZ4991 EZ4991 STATE/COUNTY- NC/WAKE EZ4991 USGS QUAD - WAKE FOREST (1987) EZ4991 EZ4991 *CURRENT SURVEY CONTROL EZ4991 ___________________________________________________________________ EZ4991* NAD 83(1986)- 35 58 16.38057(N) 078 30 55.03719(W) ADJUSTED EZ4991* NAVD 88 - 96. (meters) 315. (feet) SCALED EZ4991 ___________________________________________________________________ EZ4991 LAPLACE CORR- -7.10 (seconds) DEFLEC99 EZ4991 GEOID HEIGHT- -32.92 (meters) GEOID03 EZ4991 EZ4991 HORZ ORDER - SECOND EZ4991 EZ4991.The North Carolina HARNS have been completed but, EZ4991.due to contractual restrictions, coordinates for these stations EZ4991.will NOT be published in the near future. In the interim, the EZ4991.published coordinates in North Carolina will not be EZ4991.consistent with the Continuously Operating Reference Stations EZ4991.(CORS). The HARN coordinates for these stations are available EZ4991.upon request. Contact Gary Thompson(919-733-3836). EZ4991. EZ4991.In addition, the published North Carolina positions EZ4991.(NAD 83 (1986)) are NOT consistent with those determined in EZ4991.adjacent state readjustments. The discontinuity between stations EZ4991.located in North Carolina and those in adjacent states EZ4991.which have been adjusted to the HARN may be as much as 5 EZ4991.decimeters. This will result in a significant loss of accuracy EZ4991.over lines crossing such state borders. EZ4991 EZ4991 EZ4991.The horizontal coordinates were established by classical geodetic methods EZ4991.and adjusted by the National Geodetic Survey in July 1986. EZ4991 EZ4991.The orthometric height was scaled from a topographic map. EZ4991 EZ4991.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4991 EZ4991.The geoid height was determined by GEOID03. EZ4991 EZ4991; North East Units Scale Factor Converg. EZ4991;SPC NC - 246,513.844 653,318.205 MT 0.99995131 +0 16 47.1 EZ4991;SPC NC - 808,770.84 2,143,428.14 sFT 0.99995131 +0 16 47.1 EZ4991;UTM 17 - 3,983,610.516 724,044.480 MT 1.00021855 +1 27 36.3 EZ4991 EZ4991! - Elev Factor x Scale Factor = Combined Factor EZ4991!SPC NC - 0.99999014 x 0.99995131 = 0.99994145 EZ4991!UTM 17 - 0.99999014 x 1.00021855 = 1.00020869 EZ4991 EZ4991: Primary Azimuth Mark Grid Az EZ4991:SPC NC - DIS 042 11 54.6 EZ4991:UTM 17 - DIS 041 01 05.4 EZ4991 EZ4991|---------------------------------------------------------------------| EZ4991| PID Reference Object Distance Geod. Az | EZ4991| dddmmss.s | EZ4991| EZ4990 DIS APPROX. 0.5 KM 0422841.7 | EZ4991| EZ6136 DIT RM 05221 | EZ4991|---------------------------------------------------------------------| EZ4991 EZ4991 SUPERSEDED SURVEY CONTROL EZ4991 EZ4991 NAD 27 - 35 58 15.83592(N) 078 30 56.03615(W) AD( ) 2 EZ4991 EZ4991.Superseded values are not recommended for survey control. EZ4991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4991.See file dsdata.txt to determine how the superseded data were derived. EZ4991 EZ4991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2404483611(NAD 83) EZ4991_MARKER: N = NAIL EZ4991_SETTING: 0 = UNSPECIFIED SETTING EZ4991_MARK LOGO: CGS EZ4991 EZ4991 HISTORY - Date Condition Report By EZ4991 HISTORY - 1918 MONUMENTED CGS EZ4991 HISTORY - 1978 MARK NOT FOUND NCGS EZ4991 EZ4991 STATION DESCRIPTION EZ4991 EZ4991'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MS) EZ4991'ABOUT 0.8 MILE SOUTH OF RAILWAY STATION AT WAKE FOREST, ON EZ4991'SECOND CURVE OF SEABOARD AIR LINE RAILWAY SOUTH OF WAKE EZ4991'FOREST, ON PROLONGATION OF TANGENT TO LEFT RAIL TOWARD WAKE EZ4991'FOREST, IN PEA FIELD ON WEST SIDE OF TRACK, ABOUT 15 FEET LOWER EZ4991'THAN TRACK, AND ABOUT 20 METERS (66 FEET) SOUTH OF LARGE YELLOW EZ4991'HOUSE ON OPPOSITE SIDE OF HIGHWAY. EZ4991'STATION MARKED BY NAIL IN TOP OF 4- BY 4-INCH POST. EZ4991' EZ4991'REFERENCE MARK IS SPIKE IN SOUTHEAST FACE EZ4991'OF LARGE TREE IN YARD OF SMALL GALVANIZED HOUSE ON OPPOSITE EZ4991'SIDE OF TRACK, AND 140.0 METERS (459 FEET) FROM STATION EZ4991'N 52 DEG 21 MIN E. EZ4991 EZ4991 STATION RECOVERY (1978) EZ4991 EZ4991'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ4991'THE STATION HAS BEEN DESTROYED. EZ4991' EZ4991'THIS WAS NOT A PERMANENT MONUMENT, ONLY A NAIL IN A 4 BY 4 WOODEN EZ4991'POST. THE SITE WAS SEARCHED FOR ANY REMAINS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4992 *********************************************************************** EZ4992 DESIGNATION - DIV EZ4992 PID - EZ4992 EZ4992 STATE/COUNTY- NC/WAKE EZ4992 USGS QUAD - WAKE FOREST (1987) EZ4992 EZ4992 *CURRENT SURVEY CONTROL EZ4992 ___________________________________________________________________ EZ4992* NAD 83(1986)- 35 57 26.30791(N) 078 31 01.00033(W) ADJUSTED EZ4992* NAVD 88 - 113.45 (+/-2cm) 372.2 (feet) VERTCON EZ4992 ___________________________________________________________________ EZ4992 LAPLACE CORR- -7.17 (seconds) DEFLEC99 EZ4992 GEOID HEIGHT- -32.95 (meters) GEOID03 EZ4992 EZ4992 HORZ ORDER - SECOND EZ4992 VERT ORDER - THIRD ? (See Below) EZ4992 EZ4992.The North Carolina HARNS have been completed but, EZ4992.due to contractual restrictions, coordinates for these stations EZ4992.will NOT be published in the near future. In the interim, the EZ4992.published coordinates in North Carolina will not be EZ4992.consistent with the Continuously Operating Reference Stations EZ4992.(CORS). The HARN coordinates for these stations are available EZ4992.upon request. Contact Gary Thompson(919-733-3836). EZ4992. EZ4992.In addition, the published North Carolina positions EZ4992.(NAD 83 (1986)) are NOT consistent with those determined in EZ4992.adjacent state readjustments. The discontinuity between stations EZ4992.located in North Carolina and those in adjacent states EZ4992.which have been adjusted to the HARN may be as much as 5 EZ4992.decimeters. This will result in a significant loss of accuracy EZ4992.over lines crossing such state borders. EZ4992 EZ4992 EZ4992.The horizontal coordinates were established by classical geodetic methods EZ4992.and adjusted by the National Geodetic Survey in July 1986. EZ4992 EZ4992.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4992.The vertical order pertains to the NGVD 29 superseded value. EZ4992 EZ4992.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4992 EZ4992.The geoid height was determined by GEOID03. EZ4992 EZ4992; North East Units Scale Factor Converg. EZ4992;SPC NC - 244,969.884 653,176.320 MT 0.99994829 +0 16 43.7 EZ4992;SPC NC - 803,705.36 2,142,962.64 sFT 0.99994829 +0 16 43.7 EZ4992;UTM 17 - 3,982,063.546 723,934.392 MT 1.00021795 +1 27 31.0 EZ4992 EZ4992! - Elev Factor x Scale Factor = Combined Factor EZ4992!SPC NC - 0.99998737 x 0.99994829 = 0.99993566 EZ4992!UTM 17 - 0.99998737 x 1.00021795 = 1.00020531 EZ4992 EZ4992: Primary Azimuth Mark Grid Az EZ4992:SPC NC - WAKE FOREST WATER TANK 013 25 15.7 EZ4992:UTM 17 - WAKE FOREST WATER TANK 012 14 28.4 EZ4992 EZ4992|---------------------------------------------------------------------| EZ4992| PID Reference Object Distance Geod. Az | EZ4992| dddmmss.s | EZ4992| EZ5003 WAKE FOREST WATER TANK APPROX. 2.6 KM 0134159.4 | EZ4992| EZ6137 DIV RM 24537 | EZ4992|---------------------------------------------------------------------| EZ4992 EZ4992 SUPERSEDED SURVEY CONTROL EZ4992 EZ4992 NAD 27 - 35 57 25.76286(N) 078 31 02.00127(W) AD( ) 2 EZ4992 NGVD 29 (07/19/86) 113.73 (m) 373.1 (f) LEVELING 3 EZ4992 EZ4992.Superseded values are not recommended for survey control. EZ4992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4992.See file dsdata.txt to determine how the superseded data were derived. EZ4992 EZ4992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2393482064(NAD 83) EZ4992_MARK LOGO: CGS EZ4992 EZ4992 HISTORY - Date Condition Report By EZ4992 HISTORY - 1918 MONUMENTED CGS EZ4992 HISTORY - 1933 GOOD CGS EZ4992 HISTORY - 1962 SEE DESCRIPTION CGS EZ4992 EZ4992 STATION DESCRIPTION EZ4992 EZ4992'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 EZ4992'ABOUT 1-1/2 MILES SOUTH OF RAILWAY STATION AT WAKE FOREST, ON EZ4992'SECOND CURVE OF SEABOARD AIR LINE RAILWAY SOUTH OF WAKE FOREST, ON EZ4992'TOP OF HIGHEST HILL IN VICINITY, IN CENTER OF SMALL PEACH AND EZ4992'APPLE ORCHARD (FORMERLY COTTON FIELD), ABOUT 50 YARDS SOUTH EZ4992'OF MILEPOST 192, ABOUT 150 YARDS SOUTH OF BLOCK SIGNAL, 101 FEET EZ4992'EAST OF EAST RAIL, ABOUT 60 YARDS WEST OF FARMHOUSE ON EAST SIDE EZ4992'OF ORCHARD, 50 METERS (164 FEET) NORTH OF YELLOW HOUSE ON EZ4992'OPPOSITE SIDE OF TRACK, 77.3 FEET SOUTH OF NORTH BOUNDARY EZ4992'FENCE OF ORCHARD, 56.8 FEET EAST OF WEST BOUNDARY FENCE LINE, EZ4992'AND 75.4 FEET WEST OF TELEPHONE POLE. EZ4992'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE, NOTE 1A. EZ4992'UNDERGROUND MARK IS NAIL IN CONCRETE, NOTE 7C. EZ4992' EZ4992'REFERENCE MARK IS STANDARD EZ4992'REFERENCE DISK IN NORTH FACE OF STONE CHIMNEY OF YELLOW HOUSE, EZ4992'AND 99.6 METERS (327 FEET) FROM STATION S 65 DEG 37 MIN W. EZ4992' EZ4992'AZIMUTH MARK, ESTABLISHED IN 1933, IS STANDARD EZ4992'REFERENCE DISK IN CONCRETE, NOTE 11A, ABOUT 150 YARDS EZ4992'NORTH OF BLOCK SIGNAL, ABOUT 150 YARDS SOUTH OF ROAD CROSSING, EZ4992'43.6 FEET SOUTH OF TELEPHONE POLE, 12.1 FEET WEST OF WEST EZ4992'RAIL, 2.5 FEET NORTHWEST OF WHISTLE POST ON WEST SIDE OF TRACK, EZ4992'OPPOSITE OLD HOUSE ON EAST SIDE OF TRACK, IN BOTTOM OF EZ4992'DRAINAGE DITCH, AND APPROXIMATELY 300 YARDS FROM STATION EZ4992'N 04 DEG 42 MIN E. EZ4992 EZ4992 STATION RECOVERY (1962) EZ4992 EZ4992'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CFO) EZ4992'PREVIOUS DESC. IN SPEC. PUB. 192, PAGE 318. EZ4992' EZ4992'THE STATION AND REFERENCE MARK WAS SEARCHED FOR AND THE EZ4992'CONCRETE MONUMENT ASSUMED TO BE THE STATION MONUMENT WAS EZ4992'FOUND, BUT THE DISK HAD BEEN REMOVED. THE MARKS WERE EITHER EZ4992'DESTROYED BY RAILROAD WORK OR FARMING OPERATIONS. THE LATTER EZ4992'APPEARS TO BE THE MOST LIKELY CAUSE OF DESTRUCTION. EZ4992' EZ4992'THE AZIMUTH MARK WAS EVIDENTLY DESTROYED BY THE WIDENING OF EZ4992'THE ROAD-BED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1063 *********************************************************************** EZ1063 DESIGNATION - DIVIDED EZ1063 PID - EZ1063 EZ1063 STATE/COUNTY- NC/WAKE EZ1063 USGS QUAD - APEX (1993) EZ1063 EZ1063 *CURRENT SURVEY CONTROL EZ1063 ___________________________________________________________________ EZ1063* NAD 83(1986)- 35 43 10.53324(N) 078 50 04.00408(W) ADJUSTED EZ1063* NAVD 88 - 130.493 (meters) 428.13 (feet) ADJUSTED EZ1063 ___________________________________________________________________ EZ1063 LAPLACE CORR- -5.12 (seconds) DEFLEC99 EZ1063 GEOID HEIGHT- -32.29 (meters) GEOID03 EZ1063 DYNAMIC HT - 130.380 (meters) 427.75 (feet) COMP EZ1063 MODELED GRAV- 979,762.6 (mgal) NAVD 88 EZ1063 EZ1063 HORZ ORDER - SECOND EZ1063 VERT ORDER - SECOND CLASS 0 EZ1063 EZ1063.The North Carolina HARNS have been completed but, EZ1063.due to contractual restrictions, coordinates for these stations EZ1063.will NOT be published in the near future. In the interim, the EZ1063.published coordinates in North Carolina will not be EZ1063.consistent with the Continuously Operating Reference Stations EZ1063.(CORS). The HARN coordinates for these stations are available EZ1063.upon request. Contact Gary Thompson(919-733-3836). EZ1063. EZ1063.In addition, the published North Carolina positions EZ1063.(NAD 83 (1986)) are NOT consistent with those determined in EZ1063.adjacent state readjustments. The discontinuity between stations EZ1063.located in North Carolina and those in adjacent states EZ1063.which have been adjusted to the HARN may be as much as 5 EZ1063.decimeters. This will result in a significant loss of accuracy EZ1063.over lines crossing such state borders. EZ1063 EZ1063 EZ1063.The horizontal coordinates were established by classical geodetic methods EZ1063.and adjusted by the National Geodetic Survey in July 1986. EZ1063 EZ1063.The orthometric height was determined by differential leveling EZ1063.and adjusted by the National Geodetic Survey in June 1991. EZ1063 EZ1063.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1063 EZ1063.The geoid height was determined by GEOID03. EZ1063 EZ1063.The dynamic height is computed by dividing the NAVD 88 EZ1063.geopotential number by the normal gravity value computed on the EZ1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1063.degrees latitude (g = 980.6199 gals.). EZ1063 EZ1063.The modeled gravity was interpolated from observed gravity values. EZ1063 EZ1063; North East Units Scale Factor Converg. EZ1063;SPC NC - 218,502.387 624,579.464 MT 0.99990584 +0 05 44.0 EZ1063;SPC NC - 716,869.91 2,049,141.12 sFT 0.99990584 +0 05 44.0 EZ1063;UTM 17 - 3,955,009.647 695,879.845 MT 1.00007283 +1 15 52.9 EZ1063 EZ1063! - Elev Factor x Scale Factor = Combined Factor EZ1063!SPC NC - 0.99998459 x 0.99990584 = 0.99989043 EZ1063!UTM 17 - 0.99998459 x 1.00007283 = 1.00005742 EZ1063 EZ1063: Primary Azimuth Mark Grid Az EZ1063:SPC NC - VIOLET 058 08 08.0 EZ1063:UTM 17 - VIOLET 056 57 59.1 EZ1063 EZ1063|---------------------------------------------------------------------| EZ1063| PID Reference Object Distance Geod. Az | EZ1063| dddmmss.s | EZ1063| EZ1064 VIOLET APPROX. 0.6 KM 0581352.0 | EZ1063|---------------------------------------------------------------------| EZ1063 EZ1063 SUPERSEDED SURVEY CONTROL EZ1063 EZ1063 NAD 27 - 35 43 09.98770(N) 078 50 04.97715(W) AD( ) 2 EZ1063 NGVD 29 (??/??/92) 130.748 (m) 428.96 (f) ADJ UNCH 2 0 EZ1063 EZ1063.Superseded values are not recommended for survey control. EZ1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1063.See file dsdata.txt to determine how the superseded data were derived. EZ1063 EZ1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9588055010(NAD 83) EZ1063_MARKER: DE = TRAVERSE STATION DISK EZ1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1063_STAMPING: DIVIDED 1967 EZ1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1063+STABILITY: SURFACE MOTION EZ1063 EZ1063 HISTORY - Date Condition Report By EZ1063 HISTORY - 1967 MONUMENTED NCGS EZ1063 HISTORY - 1970 GOOD NCGS EZ1063 HISTORY - 1973 GOOD NCGS EZ1063 HISTORY - 1979 GOOD NCGS EZ1063 HISTORY - 1983 GOOD USPSQD EZ1063 HISTORY - 1983 GOOD USPSQD EZ1063 EZ1063 STATION DESCRIPTION EZ1063 EZ1063'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1063'DIVIDED IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1063'IN THE VICINITY OF APEX, NORTH CAROLINA. EZ1063' EZ1063'DIVIDED IS LOCATED APPROXIMATELY 1.2 MILES SOUTHEAST OF THE EZ1063'CENTER OF APEX. TO REACH STATION PROCEED FROM THE INTERSECTION OF EZ1063'NC 55 AND U.S. 1, GO NORTHEAST ON U.S. 1 FOR 0.55 MILES TO EZ1063'STATION. WHICH IS ON THE NORTHWEST SHOULDER OF U.S. 1, IN EZ1063'LINE BETWEEN A METAL POST WITH DIVIDED HIGHWAY SIGN AND U.S. 1 EZ1063'AND 0.3 MILES NORTHEAST OF RAILROAD BRIDGE OVER U.S. 1. EZ1063' EZ1063'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1063'DIVIDED 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ1063'OF WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ1063' EZ1063'MARK IS EZ1063' EZ1063'20.1 FT NNW OF C/L OF U.S. 1 EZ1063' EZ1063'1.4 FT SSE OF METAL GUARD RAIL EZ1063' EZ1063'4.5 FT S OF METAL POST WITH DIVIDED HIGHWAY SIGN EZ1063' EZ1063'4.0 FT SE OF 1ST GUARD RAIL METAL POST W OF HIGHWAY SIGN EZ1063' EZ1063'8.8 FT WSW OF 1ST GUARD RAIL METAL POST E OF DIVIDED HIGHWAY SIGN EZ1063 EZ1063 STATION RECOVERY (1970) EZ1063 EZ1063'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ1063'GOOD. EZ1063 EZ1063 STATION RECOVERY (1973) EZ1063 EZ1063'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1063'1.3 MI SE FROM APEX. EZ1063'DIVIDED IS LOCATED APPROXIMATELY 11.8 MILES WSW OF CAPITOL SQUARE EZ1063'IN RALEIGH. TO REACH STATION FROM JUNCTION OF U.S. 1 AND U.S. EZ1063'64 EAST OF APEX, PROCEED SW ALONG U.S. 1 FOR 2.65 MILES TO EZ1063'STATION ON RIGHT IN NW SHOULDER, 0.3 MILES NE OF R/R BRIDGE OVER EZ1063'U.S. 1, 20.1 FT NNW OF C/L OF U.S. 1, 1.4 FT SSE OF METAL GUARD EZ1063'RAIL, 4.5 FT S OF DIVIDED HIGHWAY SIGN POST W/ALUMINUM REF. TAG, EZ1063'4.0 FT SE OF FIRST GUARD RAIL POST WEST OF HIGHWAY SIGN, AND 8.8 EZ1063'FT WSW OF FIRST GUARD RAIL POST EAST OF HIGHWAY SIGN. DISK IS EZ1063'SET IN CONCRETE CYLINDER 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ1063 EZ1063 STATION RECOVERY (1979) EZ1063 EZ1063'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EZ1063'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ1063 EZ1063 STATION RECOVERY (1983) EZ1063 EZ1063'RECOVERY NOTE BY US POWER SQUADRON 1983 (RKG) EZ1063'DIVIDED 1967 RECOVERED GOOD. EZ1063 EZ1063 STATION RECOVERY (1983) EZ1063 EZ1063'RECOVERY NOTE BY US POWER SQUADRON 1983 EZ1063'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6452 *********************************************************************** EZ6452 DESIGNATION - DIX AZ MK EZ6452 PID - EZ6452 EZ6452 STATE/COUNTY- NC/WAKE EZ6452 USGS QUAD - RALEIGH WEST (1988) EZ6452 EZ6452 *CURRENT SURVEY CONTROL EZ6452 ___________________________________________________________________ EZ6452* NAD 83(1986)- 35 46 13.08806(N) 078 39 54.27164(W) ADJUSTED EZ6452* NAVD 88 - 115.051 (meters) 377.46 (feet) ADJUSTED EZ6452 ___________________________________________________________________ EZ6452 LAPLACE CORR- -7.18 (seconds) DEFLEC99 EZ6452 GEOID HEIGHT- -32.82 (meters) GEOID03 EZ6452 DYNAMIC HT - 114.951 (meters) 377.14 (feet) COMP EZ6452 MODELED GRAV- 979,767.4 (mgal) NAVD 88 EZ6452 EZ6452 HORZ ORDER - SECOND EZ6452 VERT ORDER - SECOND CLASS I EZ6452 EZ6452.The North Carolina HARNS have been completed but, EZ6452.due to contractual restrictions, coordinates for these stations EZ6452.will NOT be published in the near future. In the interim, the EZ6452.published coordinates in North Carolina will not be EZ6452.consistent with the Continuously Operating Reference Stations EZ6452.(CORS). The HARN coordinates for these stations are available EZ6452.upon request. Contact Gary Thompson(919-733-3836). EZ6452. EZ6452.In addition, the published North Carolina positions EZ6452.(NAD 83 (1986)) are NOT consistent with those determined in EZ6452.adjacent state readjustments. The discontinuity between stations EZ6452.located in North Carolina and those in adjacent states EZ6452.which have been adjusted to the HARN may be as much as 5 EZ6452.decimeters. This will result in a significant loss of accuracy EZ6452.over lines crossing such state borders. EZ6452 EZ6452 EZ6452.The horizontal coordinates were established by classical geodetic methods EZ6452.and adjusted by the National Geodetic Survey in March 1992. EZ6452 EZ6452.The orthometric height was determined by differential leveling EZ6452.and adjusted by the National Geodetic Survey in December 1991. EZ6452 EZ6452.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6452 EZ6452.The geoid height was determined by GEOID03. EZ6452 EZ6452.The dynamic height is computed by dividing the NAVD 88 EZ6452.geopotential number by the normal gravity value computed on the EZ6452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6452.degrees latitude (g = 980.6199 gals.). EZ6452 EZ6452.The modeled gravity was interpolated from observed gravity values. EZ6452 EZ6452; North East Units Scale Factor Converg. EZ6452;SPC NC - 224,166.929 639,883.901 MT 0.99991345 +0 11 35.9 EZ6452;SPC NC - 735,454.33 2,099,352.43 sFT 0.99991345 +0 11 35.9 EZ6452;UTM 17 - 3,960,986.860 711,068.418 MT 1.00014900 +1 21 55.3 EZ6452 EZ6452! - Elev Factor x Scale Factor = Combined Factor EZ6452!SPC NC - 0.99998709 x 0.99991345 = 0.99990054 EZ6452!UTM 17 - 0.99998709 x 1.00014900 = 1.00013609 EZ6452 EZ6452 SUPERSEDED SURVEY CONTROL EZ6452 EZ6452 NAVD 88 (03/04/92) 115.05 (m) 377.5 (f) LEVELING 3 EZ6452 EZ6452.Superseded values are not recommended for survey control. EZ6452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6452.See file dsdata.txt to determine how the superseded data were derived. EZ6452 EZ6452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1106860987(NAD 83) EZ6452_MARKER: DZ = AZIMUTH MARK DISK EZ6452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6452_SP_SET: CONCRETE POST EZ6452_STAMPING: DIX 1988 EZ6452_MARK LOGO: NCGS EZ6452_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6452+STABILITY: SURFACE MOTION EZ6452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6452+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2004 EZ6452 EZ6452 HISTORY - Date Condition Report By EZ6452 HISTORY - 1988 MONUMENTED NCGS EZ6452 HISTORY - 20030708 GOOD INDIV EZ6452 HISTORY - 20040806 GOOD USPSQD EZ6452 EZ6452 STATION DESCRIPTION EZ6452 EZ6452'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ6452'STATION IS LOCATED IN SOUTHWEST RALEIGH ON THE DOROTHEA DIX EZ6452'HOSPITAL PROPERTY. EZ6452'PROCEED ALONG LAKE WHEELER RD. FOR 0.9 KM (0.6 MI) NORTHEAST FROM THE EZ6452'LAKE WHEELER ROAD OVERPASS OF THE RALEIGH BELTLINE-I-40-, TO GOODE EZ6452'ROAD, THENCE NORTH ALONG GOODE ROAD FOR 0.4 KM (0.2 MI) TO BIGGS EZ6452'DRIVE, THENCE NORTHWEST ALONG BIGGS DRIVE FOR 0.7 KM (0.4 MI) TO EZ6452'BARBOUR DRIVE, IN SOUTHEAST QUADRANT OF INTERSECTION IN THE NORTHWEST EZ6452'CORNER OF A LARGE GRASSY AREA. EZ6452'STATION IS A STANDARD AZIMUTH MARK DISK STAMPED---DIX 1988---, SET IN EZ6452'TOP OF A CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 2 CM BELOW EZ6452'GROUND SURFACE, AND IS LEVEL WITH ROAD. LOCATED 4.6 M (15.1 FT) EZ6452'EAST-NORTHEAST OF THE CENTERLINE OF BARBOUR DRIVE, 12.6 M (41.3 FT) EZ6452'SOUTH OF THE CENTERLINE OF BLAIR DRIVE, 14.0 M (45.9 FT) EAST OF EZ6452'METAL LAMP POLE--AND 2.7 M (8.9 FT) NORTH OF 14-INCH OAK, 11.4 M EZ6452'(37.4 FT) SOUTH-SOUTHWEST OF 18-INCH OAK--BOTH WITH REFERENCE TAGS. EZ6452 EZ6452 STATION RECOVERY (2003) EZ6452 EZ6452'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JB) EZ6452'RECOVERED AS DESCRIBED EZ6452 EZ6452 STATION RECOVERY (2004) EZ6452 EZ6452'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM) EZ6452'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0791 *********************************************************************** EZ0791 DESIGNATION - DIX=A 20 EZ0791 PID - EZ0791 EZ0791 STATE/COUNTY- NC/WAKE EZ0791 USGS QUAD - WAKE FOREST (1987) EZ0791 EZ0791 *CURRENT SURVEY CONTROL EZ0791 ___________________________________________________________________ EZ0791* NAD 83(1986)- 35 56 58.28963(N) 078 31 16.91720(W) ADJUSTED EZ0791* NAVD 88 - 105.114 (meters) 344.86 (feet) POSTED EZ0791 ___________________________________________________________________ EZ0791 LAPLACE CORR- -7.21 (seconds) DEFLEC99 EZ0791 GEOID HEIGHT- -32.96 (meters) GEOID03 EZ0791 DYNAMIC HT - 105.020 (meters) 344.55 (feet) COMP EZ0791 MODELED GRAV- 979,780.1 (mgal) NAVD 88 EZ0791 EZ0791 HORZ ORDER - SECOND EZ0791 VERT ORDER - * POSTED, Code A , SEE BELOW EZ0791 EZ0791.The North Carolina HARNS have been completed but, EZ0791.due to contractual restrictions, coordinates for these stations EZ0791.will NOT be published in the near future. In the interim, the EZ0791.published coordinates in North Carolina will not be EZ0791.consistent with the Continuously Operating Reference Stations EZ0791.(CORS). The HARN coordinates for these stations are available EZ0791.upon request. Contact Gary Thompson(919-733-3836). EZ0791. EZ0791.In addition, the published North Carolina positions EZ0791.(NAD 83 (1986)) are NOT consistent with those determined in EZ0791.adjacent state readjustments. The discontinuity between stations EZ0791.located in North Carolina and those in adjacent states EZ0791.which have been adjusted to the HARN may be as much as 5 EZ0791.decimeters. This will result in a significant loss of accuracy EZ0791.over lines crossing such state borders. EZ0791 EZ0791 EZ0791.The horizontal coordinates were established by classical geodetic methods EZ0791.and adjusted by the National Geodetic Survey in July 1986. EZ0791 EZ0791.The orthometric height was determined by differential leveling EZ0791.and adjusted by the National Geodetic Survey in 1992. EZ0791.* This is a POSTED BENCH MARK height. Code A indicates a distribution EZ0791.rate of 0.0 thru 1.0 mm/km. EZ0791 EZ0791.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0791 EZ0791.The geoid height was determined by GEOID03. EZ0791 EZ0791.The dynamic height is computed by dividing the NAVD 88 EZ0791.geopotential number by the normal gravity value computed on the EZ0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0791.degrees latitude (g = 980.6199 gals.). EZ0791 EZ0791.The modeled gravity was interpolated from observed gravity values. EZ0791 EZ0791; North East Units Scale Factor Converg. EZ0791;SPC NC - 244,104.436 652,781.648 MT 0.99994663 +0 16 34.5 EZ0791;SPC NC - 800,865.97 2,141,667.79 sFT 0.99994663 +0 16 34.5 EZ0791;UTM 17 - 3,981,189.921 723,557.520 MT 1.00021587 +1 27 20.7 EZ0791 EZ0791! - Elev Factor x Scale Factor = Combined Factor EZ0791!SPC NC - 0.99998868 x 0.99994663 = 0.99993531 EZ0791!UTM 17 - 0.99998868 x 1.00021587 = 1.00020454 EZ0791 EZ0791|---------------------------------------------------------------------| EZ0791| PID Reference Object Distance Geod. Az | EZ0791| dddmmss.s | EZ0791| EZ6139 DIX RM 27932 | EZ0791|---------------------------------------------------------------------| EZ0791 EZ0791 SUPERSEDED SURVEY CONTROL EZ0791 EZ0791 NAD 27 - 35 56 57.74480(N) 078 31 17.91879(W) AD( ) 2 EZ0791 NGVD 29 (??/??/92) 105.391 (m) 345.77 (f) ADJ UNCH 1 2 EZ0791 EZ0791.Superseded values are not recommended for survey control. EZ0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0791.See file dsdata.txt to determine how the superseded data were derived. EZ0791 EZ0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2355881190(NAD 83) EZ0791_MARKER: DS = TRIANGULATION STATION DISK EZ0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0791_STAMPING: DIX 1918 EZ0791_MARK LOGO: CGS EZ0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0791+STABILITY: SURFACE MOTION EZ0791 EZ0791 HISTORY - Date Condition Report By EZ0791 HISTORY - 1918 MONUMENTED CGS EZ0791 HISTORY - 1935 GOOD CGS EZ0791 HISTORY - 1935 GOOD CGS EZ0791 HISTORY - 1962 MARK NOT FOUND CGS EZ0791 HISTORY - 1978 MARK NOT FOUND NCGS EZ0791 HISTORY - 1980 MARK NOT FOUND NCGS EZ0791 EZ0791 STATION DESCRIPTION EZ0791 EZ0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MS) EZ0791'ABOUT 2 MILES SOUTH OF RAILWAY STATION AT WAKE FOREST, 625 METERS EZ0791'(2,051 FEET) NORTH OF MILEPOST 143 OF SEABOARD AIR LINE RAILWAY, EZ0791'7.29 METERS (23.9 FEET) EAST OF EAST RAIL, ON TOP OF SMALL CUT, EZ0791'AND 3 METERS (10 FEET) WEST OF TELEGRAPH POLE. EZ0791'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE, NOTE 1A. EZ0791'UNDERGROUND MARK IS NAIL IN CONCRETE, NOTE 7C. EZ0791' EZ0791'REFERENCE MARK (NOT DESCRIBED) IS 24.05 METERS (78.9 FEET) EZ0791'FROM STATION N 80 DEG 28 MIN W. EZ0791' EZ0791'STATION DIZ (SEE DESCRIPTION AND GEOGRAPHIC POSITION THEREOF) EZ0791'IS VISIBLE FROM GROUND S 30 DEG 28 MIN W. EZ0791 EZ0791 STATION RECOVERY (1935) EZ0791 EZ0791'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 EZ0791'IN 1935, SURFACE MARK WAS RECOVERED AND FURTHER DESCRIBED AS BEING EZ0791'ABOUT 75 FEET SOUTH OF 2- BY 2-FOOT STONE BOX CULVERT UNDER EZ0791'RAILWAY. EZ0791 EZ0791 STATION RECOVERY (1935) EZ0791 EZ0791'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 EZ0791'2.5 MI SW FROM WAKE FOREST. EZ0791'2.5 MILES SOUTHWEST ALONG THE SEABOARD AIR LINE RAILWAY FROM EZ0791'THE STATION AT WAKE FOREST, 0.4 MILE NORTH OF MILEPOST 143, 75 EZ0791'FEET SOUTH OF A 2- BY 2-FOOT STONE BOX CULVERT, AT THE TOP OF EZ0791'A SMALL CUT, 24 FEET EAST OF THE EAST RAIL, 4 YARDS WEST OF A EZ0791'POLE, AND 3 FEET HIGHER THAN THE TRACK. A STANDARD EZ0791'TRIANGULATION-STATION DISK, SET IN THE TOP OF A CONCRETE POST EZ0791'PROJECTING ABOUT 0.5 FOOT ABOVE GROUND. NOTE-- THE MARK IS ON EZ0791'A SMALL ARTIFICIAL RIDGE, AND EARTH IS BEGINNING TO SLOUGH OFF EZ0791'AWAY FROM IT. EZ0791 EZ0791 STATION RECOVERY (1962) EZ0791 EZ0791'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CFO) EZ0791'THE STATION AND REFERENCE MARK WAS SEARCHED FOR BUT NO EVIDENCE OF EZ0791'EITHER MARK WAS FOUND. THE RAILROAD RIGHT-OF-WAY HAS BEEN WIDENED AND EZ0791'AND EXCAVATIONS MADE ALONG THE SIDES OF THE TRACKS. MEASUREMENTS EZ0791'INDICATE THAT THE MARKS HAVE BEEN DESTROYED. EZ0791 EZ0791 STATION RECOVERY (1978) EZ0791 EZ0791'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ0791'THE STATION WAS SEARCHED FOR BUT NOT FOUND. PROBABLY DESTROYED BY EZ0791'GRADING. EZ0791' EZ0791'THE RAILROAD BED HAS BEEN WIDENED AND MARKS ARE PROBABLY DESTROYED. EZ0791 EZ0791 STATION RECOVERY (1980) EZ0791 EZ0791'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ0791'SEARCHED FOR BUT NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0790 *********************************************************************** EZ0790 DESIGNATION - DOB=C 20 EZ0790 PID - EZ0790 EZ0790 STATE/COUNTY- NC/WAKE EZ0790 USGS QUAD - WAKE FOREST (1987) EZ0790 EZ0790 *CURRENT SURVEY CONTROL EZ0790 ___________________________________________________________________ EZ0790* NAD 83(1986)- 35 56 24.17784(N) 078 31 41.02233(W) ADJUSTED EZ0790* NAVD 88 - 100.533 (meters) 329.83 (feet) POSTED EZ0790 ___________________________________________________________________ EZ0790 LAPLACE CORR- -7.28 (seconds) DEFLEC99 EZ0790 GEOID HEIGHT- -32.96 (meters) GEOID03 EZ0790 DYNAMIC HT - 100.450 (meters) 329.56 (feet) COMP EZ0790 MODELED GRAV- 979,779.1 (mgal) NAVD 88 EZ0790 EZ0790 HORZ ORDER - SECOND EZ0790 VERT ORDER - * POSTED, Code A , SEE BELOW EZ0790 EZ0790.The North Carolina HARNS have been completed but, EZ0790.due to contractual restrictions, coordinates for these stations EZ0790.will NOT be published in the near future. In the interim, the EZ0790.published coordinates in North Carolina will not be EZ0790.consistent with the Continuously Operating Reference Stations EZ0790.(CORS). The HARN coordinates for these stations are available EZ0790.upon request. Contact Gary Thompson(919-733-3836). EZ0790. EZ0790.In addition, the published North Carolina positions EZ0790.(NAD 83 (1986)) are NOT consistent with those determined in EZ0790.adjacent state readjustments. The discontinuity between stations EZ0790.located in North Carolina and those in adjacent states EZ0790.which have been adjusted to the HARN may be as much as 5 EZ0790.decimeters. This will result in a significant loss of accuracy EZ0790.over lines crossing such state borders. EZ0790 EZ0790 EZ0790.The horizontal coordinates were established by classical geodetic methods EZ0790.and adjusted by the National Geodetic Survey in July 1986. EZ0790 EZ0790.The orthometric height was determined by differential leveling EZ0790.and adjusted by the National Geodetic Survey in 1992. EZ0790.* This is a POSTED BENCH MARK height. Code A indicates a distribution EZ0790.rate of 0.0 thru 1.0 mm/km. EZ0790 EZ0790.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0790 EZ0790.The geoid height was determined by GEOID03. EZ0790 EZ0790.The dynamic height is computed by dividing the NAVD 88 EZ0790.geopotential number by the normal gravity value computed on the EZ0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0790.degrees latitude (g = 980.6199 gals.). EZ0790 EZ0790.The modeled gravity was interpolated from observed gravity values. EZ0790 EZ0790; North East Units Scale Factor Converg. EZ0790;SPC NC - 243,050.231 652,182.577 MT 0.99994463 +0 16 20.6 EZ0790;SPC NC - 797,407.30 2,139,702.34 sFT 0.99994463 +0 16 20.6 EZ0790;UTM 17 - 3,980,123.323 722,980.117 MT 1.00021269 +1 27 05.3 EZ0790 EZ0790! - Elev Factor x Scale Factor = Combined Factor EZ0790!SPC NC - 0.99998939 x 0.99994463 = 0.99993403 EZ0790!UTM 17 - 0.99998939 x 1.00021269 = 1.00020208 EZ0790 EZ0790|---------------------------------------------------------------------| EZ0790| PID Reference Object Distance Geod. Az | EZ0790| dddmmss.s | EZ0790| EZ4993 DIZ 280.544 METERS 02758 | EZ0790| EZ6142 DOB RM 25859 | EZ0790|---------------------------------------------------------------------| EZ0790 EZ0790 SUPERSEDED SURVEY CONTROL EZ0790 EZ0790 NAD 27 - 35 56 23.63355(N) 078 31 42.02445(W) AD( ) 2 EZ0790 NGVD 29 (??/??/92) 100.810 (m) 330.74 (f) ADJ UNCH 1 2 EZ0790 EZ0790.Superseded values are not recommended for survey control. EZ0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0790.See file dsdata.txt to determine how the superseded data were derived. EZ0790 EZ0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2298080123(NAD 83) EZ0790_MARKER: DS = TRIANGULATION STATION DISK EZ0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0790_STAMPING: EL 330.656 FT C 20 DOB 1918 EZ0790_MARK LOGO: CGS EZ0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0790+STABILITY: SURFACE MOTION EZ0790 EZ0790 HISTORY - Date Condition Report By EZ0790 HISTORY - 1918 MONUMENTED CGS EZ0790 HISTORY - 1933 GOOD CGS EZ0790 HISTORY - 1962 GOOD CGS EZ0790 HISTORY - 1978 MARK NOT FOUND NCGS EZ0790 HISTORY - 1980 MARK NOT FOUND NCGS EZ0790 EZ0790 STATION DESCRIPTION EZ0790 EZ0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 EZ0790'ABOUT 2.8 MILES SOUTH OF RAILWAY STATION AT WAKE FOREST, 12.05 EZ0790'METERS (39.5 FEET) EAST OF EAST RAIL OF SEABOARD AIR LINE RAILWAY, EZ0790'ABOUT 8 FEET ABOVE TRACK, AT EDGE OF CULTIVATED FIELD, AND 3 EZ0790'METERS (10 FEET) WEST OF SMALL ROAD LEADING TO NEGRO HOUSE EZ0790'WHICH IS 60 METERS (197 FEET) SOUTH OF STATION. EZ0790'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE, NOTE 1A. EZ0790'UNDERGROUND MARK IS NAIL IN CONCRETE, NOTE 7C. EZ0790' EZ0790'REFERENCE MARK IS STANDARD REFERENCE DISK IN EZ0790'DEPRESSION IN OUTCROPPING EZ0790'BEDROCK, NOTE 12B, ON OPPOSITE SIDE OF TRACK, AND 31.00 EZ0790'METERS (101.7 FEET) FROM STATION S 78 DEG 59 MIN W. EZ0790' EZ0790'STATION DIZ (SEE DESCRIPTION AND GEOGRAPHIC POSITION EZ0790'THEREOF) IS VISIBLE FROM GROUND N 27 DEG 58 MIN E. EZ0790 EZ0790 STATION RECOVERY (1962) EZ0790 EZ0790'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 EZ0790'3.2 MI SW FROM WAKE FOREST. EZ0790'THE MARK WAS RECOVERED AS DESCRIBED AND FOUND TO BE IN GOOD EZ0790'CONDITION. 3.1 MILES SOUTHWEST ALONG THE SEABOARD AIR LINE EZ0790'RAILWAY FROM THE STATION AT WAKE FOREST, 325 YARDS SOUTH OF EZ0790'MILEPOST 143, ABOUT 130 YARDS SOUTH OF THE CROSSING OF A ROAD EZ0790'LEADING TO A HOUSE, ABOUT 55 YARDS SOUTH OF A LARGE HOUSE, 26 EZ0790'FEET EAST OF THE EAST RAIL, AT THE TOP OF A SMALL CUT, ABOUT EZ0790'4 FEET HIGHER THAN THE TRACK. A STANDARD TRIANGULATION-STATION EZ0790'DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 EZ0790'FOOT ABOVE THE GROUND. EZ0790 EZ0790 STATION RECOVERY (1978) EZ0790 EZ0790'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ0790'THE STATION WAS SEARCHED FOR BUT NOT FOUND. THE DESCRIPTION IS EZ0790'INADEQUATE FOR LOCATING THE MONUMENT. EZ0790' EZ0790'THE HOUSE AND ROAD ARE GONE. THE STATION WAS PROBABLY DESTROYED AS EZ0790'THE RAILROAD BED HAS BEEN WIDENED. EZ0790 EZ0790 STATION RECOVERY (1980) EZ0790 EZ0790'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ0790'SEARCHED FOR BUT NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4994 *********************************************************************** EZ4994 DESIGNATION - DOC EZ4994 PID - EZ4994 EZ4994 STATE/COUNTY- NC/WAKE EZ4994 USGS QUAD - WAKE FOREST (1987) EZ4994 EZ4994 *CURRENT SURVEY CONTROL EZ4994 ___________________________________________________________________ EZ4994* NAD 83(1986)- 35 54 02.57385(N) 078 34 01.99616(W) ADJUSTED EZ4994* NAVD 88 - 105. (meters) 344. (feet) SCALED EZ4994 ___________________________________________________________________ EZ4994 LAPLACE CORR- -7.90 (seconds) DEFLEC99 EZ4994 GEOID HEIGHT- -32.91 (meters) GEOID03 EZ4994 EZ4994 HORZ ORDER - SECOND EZ4994 EZ4994.The North Carolina HARNS have been completed but, EZ4994.due to contractual restrictions, coordinates for these stations EZ4994.will NOT be published in the near future. In the interim, the EZ4994.published coordinates in North Carolina will not be EZ4994.consistent with the Continuously Operating Reference Stations EZ4994.(CORS). The HARN coordinates for these stations are available EZ4994.upon request. Contact Gary Thompson(919-733-3836). EZ4994. EZ4994.In addition, the published North Carolina positions EZ4994.(NAD 83 (1986)) are NOT consistent with those determined in EZ4994.adjacent state readjustments. The discontinuity between stations EZ4994.located in North Carolina and those in adjacent states EZ4994.which have been adjusted to the HARN may be as much as 5 EZ4994.decimeters. This will result in a significant loss of accuracy EZ4994.over lines crossing such state borders. EZ4994 EZ4994 EZ4994.The horizontal coordinates were established by classical geodetic methods EZ4994.and adjusted by the National Geodetic Survey in July 1986. EZ4994 EZ4994.The orthometric height was scaled from a topographic map. EZ4994 EZ4994.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4994 EZ4994.The geoid height was determined by GEOID03. EZ4994 EZ4994; North East Units Scale Factor Converg. EZ4994;SPC NC - 238,669.979 648,668.409 MT 0.99993662 +0 14 59.2 EZ4994;SPC NC - 783,036.42 2,128,172.94 sFT 0.99993662 +0 14 59.2 EZ4994;UTM 17 - 3,975,670.569 719,555.859 MT 1.00019402 +1 25 37.6 EZ4994 EZ4994! - Elev Factor x Scale Factor = Combined Factor EZ4994!SPC NC - 0.99998873 x 0.99993662 = 0.99992535 EZ4994!UTM 17 - 0.99998873 x 1.00019402 = 1.00018275 EZ4994 EZ4994: Primary Azimuth Mark Grid Az EZ4994:SPC NC - DOB T 203 43 50.8 EZ4994:UTM 17 - DOB T 202 33 12.4 EZ4994 EZ4994|---------------------------------------------------------------------| EZ4994| PID Reference Object Distance Geod. Az | EZ4994| dddmmss.s | EZ4994| EZ5050 DOB S 146.344 METERS 04045 | EZ4994| EZ5051 DOB T APPROX. 1.8 KM 2035850.0 | EZ4994|---------------------------------------------------------------------| EZ4994 EZ4994 SUPERSEDED SURVEY CONTROL EZ4994 EZ4994 NAD 27 - 35 54 02.02200(N) 078 34 03.02400(W) AD( ) 2 EZ4994 EZ4994.Superseded values are not recommended for survey control. EZ4994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4994.See file dsdata.txt to determine how the superseded data were derived. EZ4994 EZ4994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1955675671(NAD 83) EZ4994_MARKER: DS = TRIANGULATION STATION DISK EZ4994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4994_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EZ4994_MARK LOGO: CGS EZ4994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4994+STABILITY: SURFACE MOTION EZ4994 EZ4994 HISTORY - Date Condition Report By EZ4994 HISTORY - 1918 MONUMENTED CGS EZ4994 EZ4994 STATION DESCRIPTION EZ4994 EZ4994'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MS) EZ4994'ABOUT ONE FIFTH MILE NORTH OF RAILWAY STATION AT NEUSE, ON FIRST EZ4994'CURVE OF SEABOARD AIR LINE RAILWAY NORTH OF NEUSE, ON PROLONGATION EZ4994'OF TANGENT TO RIGHT RAIL TOWARD NEUSE, 110 METERS (361 FEET) EZ4994'SOUTH OF MILEPOST 147, 110 METERS (361 FEET) NORTH OF SWITCH EZ4994'TARGET, ON TOP OF SMALL RISE AT BEGINNING OF CUT, AND EZ4994'5.5 METERS (18 FEET) WEST OF WEST RAIL. EZ4994'SURFACE MARK WAS STANDARD DISK STATION MARK IN CONCRETE, NOTE 1A. EZ4994'UNDERGROUND MARK WAS NAIL IN CONCRETE, NOTE 7C. EZ4994' EZ4994'REFERENCE MARK WAS STANDARD REFERENCE DISK IN CONCRETE, NOTE 11A EZ4994'15 METERS (49 FEET) WEST OF TRACK, AND 18.0 METERS (59 EZ4994'FEET) FROM STATION. STATION WAS NOT RECOVERED IN 1933. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5420 *********************************************************************** EZ5420 DESIGNATION - DOD=P 20 EZ5420 PID - EZ5420 EZ5420 STATE/COUNTY- NC/WAKE EZ5420 USGS QUAD - CARY (1993) EZ5420 EZ5420 *CURRENT SURVEY CONTROL EZ5420 ___________________________________________________________________ EZ5420* NAD 83(1986)- 35 47 34.60300(N) 078 46 02.83007(W) ADJUSTED EZ5420* NAVD 88 - 153.59 (+/-2cm) 503.9 (feet) VERTCON EZ5420 ___________________________________________________________________ EZ5420 LAPLACE CORR- -6.76 (seconds) DEFLEC99 EZ5420 GEOID HEIGHT- -32.33 (meters) GEOID03 EZ5420 EZ5420 HORZ ORDER - SECOND EZ5420 VERT ORDER - THIRD ? (See Below) EZ5420 EZ5420.The North Carolina HARNS have been completed but, EZ5420.due to contractual restrictions, coordinates for these stations EZ5420.will NOT be published in the near future. In the interim, the EZ5420.published coordinates in North Carolina will not be EZ5420.consistent with the Continuously Operating Reference Stations EZ5420.(CORS). The HARN coordinates for these stations are available EZ5420.upon request. Contact Gary Thompson(919-733-3836). EZ5420. EZ5420.In addition, the published North Carolina positions EZ5420.(NAD 83 (1986)) are NOT consistent with those determined in EZ5420.adjacent state readjustments. The discontinuity between stations EZ5420.located in North Carolina and those in adjacent states EZ5420.which have been adjusted to the HARN may be as much as 5 EZ5420.decimeters. This will result in a significant loss of accuracy EZ5420.over lines crossing such state borders. EZ5420 EZ5420 EZ5420.The horizontal coordinates were established by classical geodetic methods EZ5420.and adjusted by the National Geodetic Survey in July 1986. EZ5420 EZ5420.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5420.The vertical order pertains to the NGVD 29 superseded value. EZ5420 EZ5420.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5420 EZ5420.The geoid height was determined by GEOID03. EZ5420 EZ5420; North East Units Scale Factor Converg. EZ5420;SPC NC - 226,652.609 630,621.443 MT 0.99991710 +0 08 03.2 EZ5420;SPC NC - 743,609.43 2,068,963.85 sFT 0.99991710 +0 08 03.2 EZ5420;UTM 17 - 3,963,283.049 701,755.102 MT 1.00010161 +1 18 22.2 EZ5420 EZ5420! - Elev Factor x Scale Factor = Combined Factor EZ5420!SPC NC - 0.99998097 x 0.99991710 = 0.99989807 EZ5420!UTM 17 - 0.99998097 x 1.00010161 = 1.00008258 EZ5420 EZ5420: Primary Azimuth Mark Grid Az EZ5420:SPC NC - DOD AZ MK 103 39 35.8 EZ5420:UTM 17 - DOD AZ MK 102 29 16.8 EZ5420 EZ5420|---------------------------------------------------------------------| EZ5420| PID Reference Object Distance Geod. Az | EZ5420| dddmmss.s | EZ5420| EZ6143 DOD AZ MK 1034739.0 | EZ5420| EZ5450 METHOD G 397.751 METERS 25412 | EZ5420|---------------------------------------------------------------------| EZ5420 EZ5420 SUPERSEDED SURVEY CONTROL EZ5420 EZ5420 NAD 27 - 35 47 34.04300(N) 078 46 03.81400(W) AD( ) 2 EZ5420 NGVD 29 (07/19/86) 153.85 (m) 504.8 (f) LEVELING 3 EZ5420 EZ5420.Superseded values are not recommended for survey control. EZ5420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5420.See file dsdata.txt to determine how the superseded data were derived. EZ5420 EZ5420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0175563283(NAD 83) EZ5420_MARKER: DS = TRIANGULATION STATION DISK EZ5420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5420_STAMPING: DOD P 20 1918 EL 504.750 FT EZ5420_MARK LOGO: CGS EZ5420 EZ5420 HISTORY - Date Condition Report By EZ5420 HISTORY - 1918 MONUMENTED CGS EZ5420 HISTORY - 1935 GOOD USGS EZ5420 HISTORY - 1964 GOOD CGS EZ5420 HISTORY - 1967 GOOD CGS EZ5420 EZ5420 STATION DESCRIPTION EZ5420 EZ5420'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MS) EZ5420'ABOUT THREE FOURTHS MILE NORTH OF RAILWAY STATION AT CARY, ON RIGHT EZ5420'OF WAY OF SEABOARD AIR LINE RAILWAY, ON PROLONGATION OF TANGENT TO EZ5420'NORTH RAIL OF NORTH BOUND TRACK TOWARD RALEIGH, IN FIELD AT TOP OF EZ5420'CUT, ABOUT 55 FEET WEST OF WEST RAIL OF SOUTH BOUND TRACK, 52 EZ5420'FEET NORTHEAST OF TELEPHONE POLE, 144 FEET SOUTHEAST OF EZ5420'TELEPHONE POLE NO. 2980 E 16, AND 106 FEET SOUTH OF TELEPHONE EZ5420'POLE NO.2981. EZ5420'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE, EZ5420'UNDERGROUND MARK IS NAIL IN CONCRETE. EZ5420' EZ5420'REFERENCE MARK WAS STANDARD REFERENCE DISK IN CONCRETE, ON SAME EZ5420'SIDE OF TRACK AS STATION MARK, 10 METERS (33 FEET) FROM TRACK, AND EZ5420'41.67 METERS (136 .7 FEET) FROM STATION S 76 DEG 1MIN W. EZ5420'IN 1933, IT WAS FOUND TO HAVE BEEN DESTROYED BY WIDENING OF CUT. EZ5420' EZ5420'AZIMUTH MARK, ESTABLISHED IN 1933, IS STANDARD REFERENCE DISK EZ5420'IN CONCRETE, ON RIGHT OF WAY OF RAILWAY, APPROXIMATELY EZ5420'100 YARDS NORTH OF ROAD CROSSING WITH SIGN STATION 1 MILE NEAR EZ5420'IT, 42.3 FEET SOUTH OF SOUTH RAIL OF NORTH-BOUND TRACK, 82 FEET EZ5420'NORTH OF CENTER LINE OF ROUTE 1, 7 FEET EAST OF TELEPHONE EZ5420'POLE, 10 FEET FROM EDGE OF BANK OF CUT , AND APPROXIMATELY 350 EZ5420'YARDS FROM STATION S 76 DEG 05 MIN E. EZ5420' EZ5420'GREEN SIGNAL LIGHT ON BLOCK SIGNAL NO.163.4 IS APPROXIMATELY EZ5420'0.9 MILE FROM STATION S 78 DEG 44 MIN E. EZ5420 EZ5420 STATION RECOVERY (1935) EZ5420 EZ5420'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1935 (MS) EZ5420'IN 1935, SURFACE MARK WAS RECOVERED AND FURTHER DESCRIBED AS BEING EZ5420'ABOUT 100 YARDS EAST OF COUNTY ROAD CROSSING. EZ5420 EZ5420 STATION RECOVERY (1964) EZ5420 EZ5420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 EZ5420'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ5420 EZ5420 STATION RECOVERY (1967) EZ5420 EZ5420'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (GRS) EZ5420'THE STATION MARK EZ5420'STAMPED---DOD P 20 1918 EL 504.750 FT---, IS ABOUT 0.75 EZ5420'MILE EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD FROM THE EZ5420'STATION AT CARY, AT THE SOUTH EDGE OF A GROVE OF PINE TREES, 7-1/2 EZ5420'RAILS EAST OF THE CROSSING OF THE RAILROAD AND SECONDARY ROAD 1650, EZ5420'69 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 55 FEET NORTH OF THE EZ5420'NORTH RAIL OF THE SEABOARD COAST LINE RAILROAD COMPANY TRACK, 144 EZ5420'FEET SOUTHEAST OF TELEPHONE POLE NUMBER 2980 E 16, 52-1/2 FEET EZ5420'NORTHEAST OF A TELEPHONE POLE WHICH IS BRACED BY A GUY WIRE, 10-1/2 EZ5420'SOUTH OF A METAL WITNESS POST, ABOUT 7 FEET ABOVE THE LEVEL OF THE EZ5420'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH. EZ5420' EZ5420'AIRLINE DISTANCE AND DERECTION FROM NEARST TOWN--0.75 MILE EAST 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5421 *********************************************************************** EZ5421 DESIGNATION - DOF EZ5421 PID - EZ5421 EZ5421 STATE/COUNTY- NC/WAKE EZ5421 USGS QUAD - CARY (1993) EZ5421 EZ5421 *CURRENT SURVEY CONTROL EZ5421 ___________________________________________________________________ EZ5421* NAD 83(1986)- 35 47 14.92238(N) 078 47 13.12646(W) ADJUSTED EZ5421* NAVD 88 - 149. (meters) 489. (feet) SCALED EZ5421 ___________________________________________________________________ EZ5421 LAPLACE CORR- -6.19 (seconds) DEFLEC99 EZ5421 GEOID HEIGHT- -32.27 (meters) GEOID03 EZ5421 EZ5421 HORZ ORDER - SECOND EZ5421 EZ5421.The North Carolina HARNS have been completed but, EZ5421.due to contractual restrictions, coordinates for these stations EZ5421.will NOT be published in the near future. In the interim, the EZ5421.published coordinates in North Carolina will not be EZ5421.consistent with the Continuously Operating Reference Stations EZ5421.(CORS). The HARN coordinates for these stations are available EZ5421.upon request. Contact Gary Thompson(919-733-3836). EZ5421. EZ5421.In addition, the published North Carolina positions EZ5421.(NAD 83 (1986)) are NOT consistent with those determined in EZ5421.adjacent state readjustments. The discontinuity between stations EZ5421.located in North Carolina and those in adjacent states EZ5421.which have been adjusted to the HARN may be as much as 5 EZ5421.decimeters. This will result in a significant loss of accuracy EZ5421.over lines crossing such state borders. EZ5421 EZ5421 EZ5421.The horizontal coordinates were established by classical geodetic methods EZ5421.and adjusted by the National Geodetic Survey in July 1986. EZ5421 EZ5421.The orthometric height was scaled from a topographic map. EZ5421 EZ5421.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5421 EZ5421.The geoid height was determined by GEOID03. EZ5421 EZ5421; North East Units Scale Factor Converg. EZ5421;SPC NC - 226,042.126 628,857.699 MT 0.99991620 +0 07 22.6 EZ5421;SPC NC - 741,606.54 2,063,177.30 sFT 0.99991620 +0 07 22.6 EZ5421;UTM 17 - 3,962,636.509 700,003.895 MT 1.00009294 +1 17 40.4 EZ5421 EZ5421! - Elev Factor x Scale Factor = Combined Factor EZ5421!SPC NC - 0.99998172 x 0.99991620 = 0.99989792 EZ5421!UTM 17 - 0.99998172 x 1.00009294 = 1.00007466 EZ5421 EZ5421: Primary Azimuth Mark Grid Az EZ5421:SPC NC - CARY 135 10 33.2 EZ5421:UTM 17 - CARY 134 00 15.4 EZ5421 EZ5421|---------------------------------------------------------------------| EZ5421| PID Reference Object Distance Geod. Az | EZ5421| dddmmss.s | EZ5421| EZ5442 CARY APPROX. 0.7 KM 1351755.8 | EZ5421| EZ6144 DOF RM 50.500 METERS 20245 | EZ5421|---------------------------------------------------------------------| EZ5421 EZ5421 SUPERSEDED SURVEY CONTROL EZ5421 EZ5421 NAD 27 - 35 47 14.36300(N) 078 47 14.10700(W) AD( ) 2 EZ5421 EZ5421.Superseded values are not recommended for survey control. EZ5421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5421.See file dsdata.txt to determine how the superseded data were derived. EZ5421 EZ5421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0000462637(NAD 83) EZ5421_MARKER: DS = TRIANGULATION STATION DISK EZ5421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5421_MARK LOGO: CGS EZ5421 EZ5421 HISTORY - Date Condition Report By EZ5421 HISTORY - 1918 MONUMENTED CGS EZ5421 EZ5421 STATION DESCRIPTION EZ5421 EZ5421'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MS) EZ5421'ABOUT 610 METERS (2,001 FEET) WEST OF RAILWAY STATION AT CARY, 55 EZ5421'METERS (180 FEET) EAST OF SEMAPHORE OF SEABOARD AIR LINE RAILWAY, EZ5421'ABOUT 5 METERS (16 FEET) SOUTH OF SOUTH RAIL, AND DIRECTLY IN EZ5421'FRONT OF LARGE YELLOW HOUSE ON SAME SIDE OF TRACK. EZ5421'SURFACE MARK WAS EZ5421'STANDARD DISK STATION MARK IN CONCRETE. EZ5421'UNDERGROUND MARK WAS NAIL IN CONCRETE. EZ5421' EZ5421'REFERENCE MARK WAS STANDARD EZ5421'REFERENCE DISK IN CONCRETE, AT EDGE OF CULTIVATED EZ5421'FIELD ON SAME SIDE OF TRACK, 10 METERS (33 FEET) SOUTH OF SEMAPHORE, EZ5421'AND 56.50 METERS (185.4 FEET) FROM STATION S 74 DEG 55 MIN W. EZ5421'STATION WAS NOT RECOVERED IN 1933. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5422 *********************************************************************** EZ5422 DESIGNATION - DOG EZ5422 PID - EZ5422 EZ5422 STATE/COUNTY- NC/WAKE EZ5422 USGS QUAD - CARY (1993) EZ5422 EZ5422 *CURRENT SURVEY CONTROL EZ5422 ___________________________________________________________________ EZ5422* NAD 83(1986)- 35 47 12.95698(N) 078 47 37.14311(W) ADJUSTED EZ5422* NAVD 88 - 145. (meters) 476. (feet) SCALED EZ5422 ___________________________________________________________________ EZ5422 LAPLACE CORR- -6.09 (seconds) DEFLEC99 EZ5422 GEOID HEIGHT- -32.24 (meters) GEOID03 EZ5422 EZ5422 HORZ ORDER - SECOND EZ5422 EZ5422.The North Carolina HARNS have been completed but, EZ5422.due to contractual restrictions, coordinates for these stations EZ5422.will NOT be published in the near future. In the interim, the EZ5422.published coordinates in North Carolina will not be EZ5422.consistent with the Continuously Operating Reference Stations EZ5422.(CORS). The HARN coordinates for these stations are available EZ5422.upon request. Contact Gary Thompson(919-733-3836). EZ5422. EZ5422.In addition, the published North Carolina positions EZ5422.(NAD 83 (1986)) are NOT consistent with those determined in EZ5422.adjacent state readjustments. The discontinuity between stations EZ5422.located in North Carolina and those in adjacent states EZ5422.which have been adjusted to the HARN may be as much as 5 EZ5422.decimeters. This will result in a significant loss of accuracy EZ5422.over lines crossing such state borders. EZ5422 EZ5422 EZ5422.The horizontal coordinates were established by classical geodetic methods EZ5422.and adjusted by the National Geodetic Survey in July 1986. EZ5422 EZ5422.The orthometric height was scaled from a topographic map. EZ5422 EZ5422.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5422 EZ5422.The geoid height was determined by GEOID03. EZ5422 EZ5422; North East Units Scale Factor Converg. EZ5422;SPC NC - 225,980.282 628,254.759 MT 0.99991611 +0 07 08.8 EZ5422;SPC NC - 741,403.64 2,061,199.16 sFT 0.99991611 +0 07 08.8 EZ5422;UTM 17 - 3,962,562.337 699,402.240 MT 1.00008998 +1 17 26.3 EZ5422 EZ5422! - Elev Factor x Scale Factor = Combined Factor EZ5422!SPC NC - 0.99998234 x 0.99991611 = 0.99989845 EZ5422!UTM 17 - 0.99998234 x 1.00008998 = 1.00007232 EZ5422 EZ5422: Primary Azimuth Mark Grid Az EZ5422:SPC NC - DOF 084 08 36.9 EZ5422:UTM 17 - DOF 082 58 19.4 EZ5422 EZ5422|---------------------------------------------------------------------| EZ5422| PID Reference Object Distance Geod. Az | EZ5422| dddmmss.s | EZ5422| EZ6145 DOG RM 81.000 METERS 07039 | EZ5422| EZ5421 DOF APPROX. 0.6 KM 0841545.7 | EZ5422|---------------------------------------------------------------------| EZ5422 EZ5422 SUPERSEDED SURVEY CONTROL EZ5422 EZ5422 NAD 27 - 35 47 12.39800(N) 078 47 38.12200(W) AD( ) 2 EZ5422 EZ5422.Superseded values are not recommended for survey control. EZ5422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5422.See file dsdata.txt to determine how the superseded data were derived. EZ5422 EZ5422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9940262562(NAD 83) EZ5422_MARKER: N = NAIL EZ5422_SETTING: 0 = UNSPECIFIED SETTING EZ5422_MARK LOGO: CGS EZ5422 EZ5422 HISTORY - Date Condition Report By EZ5422 HISTORY - 1918 MONUMENTED CGS EZ5422 HISTORY - 1956 MARK NOT FOUND CGS EZ5422 EZ5422 STATION DESCRIPTION EZ5422 EZ5422'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MS) EZ5422'ABOUT 3/4 MILE SOUTH OF RAILWAY STATION AT CARY, AT NORTH EZ5422'END OF FIRST CURVE OF SEABOARD AIR LINE RAILWAY SOUTH OF CARY, ON EZ5422'PROLONGATION OF TANGENT TO RIGHT RAIL TOWARD CARY, 50 METERS (164 EZ5422'FEET) NORTH OF MILEPOST 166, 11.10 METERS (36.4 FEET) NORTH OF EZ5422'NORTH RAIL, AND ABOUT 3 FEET HIGHER THAN TRACK. EZ5422'STATION IS MARKED BY NAIL IN TOP OF 4 BY 4 INCH POST. EZ5422' EZ5422'REFERENCE MARK IS RAILROAD SPIKE IN SOUTH EZ5422'FACE OF LARGE OAK TREE, AND 81.0 METERS (266 FEET) FROM STATION EZ5422'N 70 DEG 39 MIN E. EZ5422 EZ5422 STATION RECOVERY (1956) EZ5422 EZ5422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (MLC) EZ5422'STATION PRABABLY LOST. THE RAILROAD CUT HAS BEEN WIDENED AT THIS EZ5422'POINT. UNDERGROUND MARK ALSO PROBABLY LOST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0602 *********************************************************************** EZ0602 DESIGNATION - DOH=T 20 EZ0602 PID - EZ0602 EZ0602 STATE/COUNTY- NC/WAKE EZ0602 USGS QUAD - CARY (1993) EZ0602 EZ0602 *CURRENT SURVEY CONTROL EZ0602 ___________________________________________________________________ EZ0602* NAD 83(1986)- 35 47 00.30486(N) 078 47 56.91585(W) ADJUSTED EZ0602* NAVD 88 - 139.975 (meters) 459.23 (feet) POSTED EZ0602 ___________________________________________________________________ EZ0602 LAPLACE CORR- -5.99 (seconds) DEFLEC99 EZ0602 GEOID HEIGHT- -32.23 (meters) GEOID03 EZ0602 DYNAMIC HT - 139.860 (meters) 458.86 (feet) COMP EZ0602 MODELED GRAV- 979,780.4 (mgal) NAVD 88 EZ0602 EZ0602 HORZ ORDER - SECOND EZ0602 VERT ORDER - * POSTED, Code B , SEE BELOW EZ0602 EZ0602.The North Carolina HARNS have been completed but, EZ0602.due to contractual restrictions, coordinates for these stations EZ0602.will NOT be published in the near future. In the interim, the EZ0602.published coordinates in North Carolina will not be EZ0602.consistent with the Continuously Operating Reference Stations EZ0602.(CORS). The HARN coordinates for these stations are available EZ0602.upon request. Contact Gary Thompson(919-733-3836). EZ0602. EZ0602.In addition, the published North Carolina positions EZ0602.(NAD 83 (1986)) are NOT consistent with those determined in EZ0602.adjacent state readjustments. The discontinuity between stations EZ0602.located in North Carolina and those in adjacent states EZ0602.which have been adjusted to the HARN may be as much as 5 EZ0602.decimeters. This will result in a significant loss of accuracy EZ0602.over lines crossing such state borders. EZ0602 EZ0602 EZ0602.The horizontal coordinates were established by classical geodetic methods EZ0602.and adjusted by the National Geodetic Survey in July 1986. EZ0602 EZ0602.The orthometric height was determined by differential leveling EZ0602.and adjusted by the National Geodetic Survey in 1992. EZ0602.* This is a POSTED BENCH MARK height. Code B indicates a distribution EZ0602.rate of 1.1 thru 2.0 mm/km. EZ0602 EZ0602.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0602 EZ0602.The geoid height was determined by GEOID03. EZ0602 EZ0602.The dynamic height is computed by dividing the NAVD 88 EZ0602.geopotential number by the normal gravity value computed on the EZ0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0602.degrees latitude (g = 980.6199 gals.). EZ0602 EZ0602.The modeled gravity was interpolated from observed gravity values. EZ0602 EZ0602; North East Units Scale Factor Converg. EZ0602;SPC NC - 225,589.348 627,759.044 MT 0.99991554 +0 06 57.3 EZ0602;SPC NC - 740,121.05 2,059,572.80 sFT 0.99991554 +0 06 57.3 EZ0602;UTM 17 - 3,962,161.281 698,914.537 MT 1.00008758 +1 17 14.3 EZ0602 EZ0602! - Elev Factor x Scale Factor = Combined Factor EZ0602!SPC NC - 0.99998309 x 0.99991554 = 0.99989863 EZ0602!UTM 17 - 0.99998309 x 1.00008758 = 1.00007067 EZ0602 EZ0602: Primary Azimuth Mark Grid Az EZ0602:SPC NC - DOH AZ MK 201 00 48.1 EZ0602:UTM 17 - DOH AZ MK 199 50 31.1 EZ0602 EZ0602|---------------------------------------------------------------------| EZ0602| PID Reference Object Distance Geod. Az | EZ0602| dddmmss.s | EZ0602| EZ6146 DOH AZ MK 2010745.4 | EZ0602| EZ6147 DOH RM 56.400 METERS 21537 | EZ0602|---------------------------------------------------------------------| EZ0602 EZ0602 SUPERSEDED SURVEY CONTROL EZ0602 EZ0602 NAD 27 - 35 46 59.77883(N) 078 47 57.89925(W) AD( ) 2 EZ0602 NGVD 29 (??/??/92) 140.235 (m) 460.09 (f) ADJ UNCH 1 2 EZ0602 EZ0602.Superseded values are not recommended for survey control. EZ0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0602.See file dsdata.txt to determine how the superseded data were derived. EZ0602 EZ0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9891562161(NAD 83) EZ0602_MARKER: DS = TRIANGULATION STATION DISK EZ0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0602_STAMPING: DOH 1918 T 20 EZ0602_MARK LOGO: CGS EZ0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0602+STABILITY: SURFACE MOTION EZ0602 EZ0602 HISTORY - Date Condition Report By EZ0602 HISTORY - 1918 MONUMENTED CGS EZ0602 HISTORY - 1933 GOOD CGS EZ0602 HISTORY - 1935 GOOD CGS EZ0602 HISTORY - 1956 MARK NOT FOUND CGS EZ0602 HISTORY - 1960 MARK NOT FOUND CGS EZ0602 HISTORY - 1961 GOOD NCGS EZ0602 EZ0602 STATION DESCRIPTION EZ0602 EZ0602'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 EZ0602'ABOUT 1 MILE SOUTH OF RAILWAY STATION AT CARY, AT BOTTOM OF EZ0602'FILL ON RIGHT-OF-WAY OF SEABOARD AIR LINE RAILWAY, ON SOUTH END EZ0602'OF FIRST CURVE SOUTH OF CARY, 28 FEET WEST OF WEST RAIL, 50 EZ0602'METERS (164 FEET) NORTH OF ROAD CROSSING, AND ABOUT 10 METERS EZ0602'(33 FEET) NORTHEAST OF LARGE OAK TREE. EZ0602'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE. EZ0602'UNDERGROUND MARK IS NAIL IN CONCRETE. EZ0602' EZ0602'REFERENCE MARK IS STANDARD EZ0602'REFERENCE DISK IN CONCRETE, ON OTHER SIDE OF WAGON EZ0602'ROAD FROM STATION, AND 56.40 METERS (185.0 FEET) FROM EZ0602'STATION S 35 DEG 37 MIN W. EZ0602' EZ0602'AZIMUTH MARK, ESTABLISHED IN 1933, EZ0602'IS STANDARD REFERENCE DISK IN CONCRETE, ON EZ0602'RAILWAY RIGHT-OF-WAY, ON BANK OF DEEP CUT ABOUT 9 FEET ABOVE EZ0602'RAIL, ABOUT 200 YARDS NORTH OF ROAD CROSSING, 21.6 FEET EZ0602'WEST OF TRIANGULAR BLAZE ON 8-INCH PINE TREE, 17 FEET EAST EZ0602'OF TELEPHONE POLE, 57 FEET EAST OF EAST RAIL, AND EZ0602'APPROXIMATELY 0.3 MILE FROM STATION S 21 DEG 08 MIN W. EZ0602 EZ0602 STATION RECOVERY (1935) EZ0602 EZ0602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 EZ0602'IN 1935, SURFACE MARK WAS RECOVERED AND FURTHER DESCRIBED AS EZ0602'BEING ABOUT 10 FEET NORTH OF PROLONGATION OF CENTER LINE OF EZ0602'T-ROAD WHICH INTERSECTS ANOTHER ROAD RUNNING NEARLY PARALLEL EZ0602'TO AND ON WEST SIDE OF TRACK. EZ0602 EZ0602 STATION RECOVERY (1956) EZ0602 EZ0602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (MLC) EZ0602'STATION MARK IS NOW BURIED UNDER ABOUT A 6 FOOT FILL. THE FILL EZ0602'HAS BEEN WIDENED TO COVER THE AREA. THE R.M. WAS NOT FOUND. I EZ0602'DID NOT SEARCH FOR THE AZIMUTH MARK. EZ0602 EZ0602 STATION RECOVERY (1960) EZ0602 EZ0602'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 EZ0602'1.2 MI SW FROM CARY. EZ0602'AREA ALONG THE RR HAS BEEN BULL-DOZED AND COMPLETELY CHANGED, SO EZ0602'THE MONUMENT IS PROBABLY DESTROYED. 1.2 MILES SOUTHWEST ALONG THE EZ0602'SEABOARD AIR LINE RAILWAY FROM THE STATION, AT THE SOUTH END OF EZ0602'THE FIRST CURVE SOUTHWEST OF THE STATION, ABOUT 60 YARDS NORTH OF EZ0602'A COUNTY-ROAD CROSSING, AT THE BOTTOM OF A FILL, ABOUT 10 FEET EZ0602'NORTH OF THE PROLONGATION OF THE CENTERLINE OF A T-ROAD LEADING EZ0602'WEST, 28 FEET WEST OF THE WEST RAIL, AND 25 FEET NORTHEAST OF A EZ0602'LARGE OAK TREE. A STANDARD TRIANGULATION-STATION DISK, SET EZ0602'IN THE TOP OF A CONCRETE POST. EZ0602 EZ0602 STATION RECOVERY (1961) EZ0602 EZ0602'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ0602'STATION AND AZIMUTH MARKS WERE RECOVERED IN GOOD EZ0602'CONDITION. REFERENCE MARK DESTROYED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0601 *********************************************************************** EZ0601 DESIGNATION - DOI=U 20 EZ0601 PID - EZ0601 EZ0601 STATE/COUNTY- NC/WAKE EZ0601 USGS QUAD - CARY (1993) EZ0601 EZ0601 *CURRENT SURVEY CONTROL EZ0601 ___________________________________________________________________ EZ0601* NAD 83(1986)- 35 46 01.20284(N) 078 48 28.12422(W) ADJUSTED EZ0601* NAVD 88 - 139.516 (meters) 457.73 (feet) POSTED EZ0601 ___________________________________________________________________ EZ0601 LAPLACE CORR- -5.81 (seconds) DEFLEC99 EZ0601 GEOID HEIGHT- -32.24 (meters) GEOID03 EZ0601 DYNAMIC HT - 139.400 (meters) 457.35 (feet) COMP EZ0601 MODELED GRAV- 979,775.4 (mgal) NAVD 88 EZ0601 EZ0601 HORZ ORDER - SECOND EZ0601 VERT ORDER - * POSTED, Code B , SEE BELOW EZ0601 EZ0601.The North Carolina HARNS have been completed but, EZ0601.due to contractual restrictions, coordinates for these stations EZ0601.will NOT be published in the near future. In the interim, the EZ0601.published coordinates in North Carolina will not be EZ0601.consistent with the Continuously Operating Reference Stations EZ0601.(CORS). The HARN coordinates for these stations are available EZ0601.upon request. Contact Gary Thompson(919-733-3836). EZ0601. EZ0601.In addition, the published North Carolina positions EZ0601.(NAD 83 (1986)) are NOT consistent with those determined in EZ0601.adjacent state readjustments. The discontinuity between stations EZ0601.located in North Carolina and those in adjacent states EZ0601.which have been adjusted to the HARN may be as much as 5 EZ0601.decimeters. This will result in a significant loss of accuracy EZ0601.over lines crossing such state borders. EZ0601 EZ0601 EZ0601.The horizontal coordinates were established by classical geodetic methods EZ0601.and adjusted by the National Geodetic Survey in July 1986. EZ0601 EZ0601.The orthometric height was determined by differential leveling EZ0601.and adjusted by the National Geodetic Survey in 1992. EZ0601.* This is a POSTED BENCH MARK height. Code B indicates a distribution EZ0601.rate of 1.1 thru 2.0 mm/km. EZ0601 EZ0601.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0601 EZ0601.The geoid height was determined by GEOID03. EZ0601 EZ0601.The dynamic height is computed by dividing the NAVD 88 EZ0601.geopotential number by the normal gravity value computed on the EZ0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0601.degrees latitude (g = 980.6199 gals.). EZ0601 EZ0601.The modeled gravity was interpolated from observed gravity values. EZ0601 EZ0601; North East Units Scale Factor Converg. EZ0601;SPC NC - 223,766.386 626,978.878 MT 0.99991293 +0 06 39.3 EZ0601;SPC NC - 734,140.22 2,057,013.20 sFT 0.99991293 +0 06 39.3 EZ0601;UTM 17 - 3,960,322.439 698,171.664 MT 1.00008395 +1 16 54.2 EZ0601 EZ0601! - Elev Factor x Scale Factor = Combined Factor EZ0601!SPC NC - 0.99998316 x 0.99991293 = 0.99989610 EZ0601!UTM 17 - 0.99998316 x 1.00008395 = 1.00006711 EZ0601 EZ0601: Primary Azimuth Mark Grid Az EZ0601:SPC NC - DOH=T 20 023 10 09.3 EZ0601:UTM 17 - DOH=T 20 021 59 54.4 EZ0601 EZ0601|---------------------------------------------------------------------| EZ0601| PID Reference Object Distance Geod. Az | EZ0601| dddmmss.s | EZ0601| EZ0602 DOH=T 20 APPROX. 2.0 KM 0231648.6 | EZ0601| EZ0600 DOK=V 20 352.451 METERS 23328 | EZ0601| EZ6148 DOI RM 21.870 METERS 26529 | EZ0601|---------------------------------------------------------------------| EZ0601 EZ0601 SUPERSEDED SURVEY CONTROL EZ0601 EZ0601 NAD 27 - 35 46 00.67694(N) 078 48 29.10956(W) AD( ) 2 EZ0601 NGVD 29 (??/??/92) 139.772 (m) 458.57 (f) ADJ UNCH 1 2 EZ0601 EZ0601.Superseded values are not recommended for survey control. EZ0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0601.See file dsdata.txt to determine how the superseded data were derived. EZ0601 EZ0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9817260322(NAD 83) EZ0601_MARKER: DS = TRIANGULATION STATION DISK EZ0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0601_STAMPING: DOI 1918 U 20 EZ0601_MARK LOGO: CGS EZ0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0601+STABILITY: SURFACE MOTION EZ0601 EZ0601 HISTORY - Date Condition Report By EZ0601 HISTORY - 1918 MONUMENTED CGS EZ0601 HISTORY - 1933 GOOD CGS EZ0601 HISTORY - 1935 GOOD CGS EZ0601 HISTORY - 1960 MARK NOT FOUND CGS EZ0601 HISTORY - 1961 GOOD NCGS EZ0601 HISTORY - 1966 SEE DESCRIPTION NCGS EZ0601 EZ0601 STATION DESCRIPTION EZ0601 EZ0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 EZ0601'ABOUT 2 MILES SOUTH OF RAILWAY STATION AT CARY, ON SECOND CURVE EZ0601'OF SEABOARD AIR LINE RAILWAY SOUTH OF CARY, ON PROLONGATION OF EZ0601'TANGENT TO LEFT RAIL TOWARD CARY, 31 METERS (102 FEET) EAST OF EZ0601'TRACK, IN COTTON FIELD, AND 3 METERS (10 FEET) EAST OF WAGON EZ0601'ROAD RUNNING THROUGH FIELD. EZ0601'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE. EZ0601'UNDERGROUND MARK IS NAIL IN CONCRETE. EZ0601' EZ0601'REFERENCE MARK IS STANDARD REFERENCE DISK EZ0601'IN CONCRETE, ON OPPOSITE SIDE OF WAGON ROAD, ABOUT 10 EZ0601'METERS (33 FEET) WEST OF TRACK, AND 21.87 METERS (71.8 EZ0601'FEET) FROM STATION S 85 DEG 29 MIN W. EZ0601' EZ0601'STATION DOK (SEE DESCRIPTION AND GEOGRAPHIC POSITION THEREOF) IS EZ0601'VISIBLE FROM GROUND S 53 DEG 28 MIN W. EZ0601 EZ0601 STATION RECOVERY (1935) EZ0601 EZ0601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 EZ0601'IN 1935, SURFACE MARK WAS RECOVERED AND FURTHER DESCRIBED AS EZ0601'BEING ON RIDGE IN FIELD, ON NORTH EDGE OF PRIVATE ROAD EZ0601'LEADING TO FARMHOUSE, ABOUT 250 YARDS WEST OF FARMHOUSE, AND EZ0601'32 YARDS EAST OF EAST RAIL AT ROAD CROSSING. EZ0601 EZ0601 STATION RECOVERY (1960) EZ0601 EZ0601'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 EZ0601'2.4 MI SW FROM CARY. EZ0601'THOROUGH SEARCH WAS MADE OF THIS AREA BUT MONUMENT COULD NOT BE EZ0601'LOCATED. 2.5 MILES SOUTHWEST ALONG THE SEABOARD AIR LINE RAILWAY EZ0601'FROM THE STATION, ON THE SECOND CURVE SOUTHWEST OF THE STATION, ON EZ0601'THE SOUTHWARD PROLONGATION OF THE WEST RAIL OF THE NORTH TANGENT, EZ0601'32 YARDS EAST OF THE EAST RAIL AT A ROAD CROSSING, ON A RIDGE EZ0601'IN A FIELD, JUST AGAINST THE NORTH SIDE OF A PRIVATE ROAD OR EZ0601'DRIVE TO A LARGE FARMHOUSE, AND ABOUT 250 YARDS WEST OF SAID EZ0601'FARMHOUSE, THE TOP OF THE MARK SHOWS ABOUT 4 INCHES ABOVE GROUND. EZ0601'A STANDARD TRIANGULATION-STATION DISK SET IN THE TOP OF A CONCRETE EZ0601'POST. EZ0601 EZ0601 STATION RECOVERY (1961) EZ0601 EZ0601'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ0601'STATION HAS BEEN RECOVERED IN GOOD CONDITION. REFERENCE MARK EZ0601'WAS DESTROYED. EZ0601 EZ0601 STATION RECOVERY (1966) EZ0601 EZ0601'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1966 EZ0601'THE SURFACE MARK WAS DESTROYED, BUT EZ0601'THE SUB-SURFACE MARK WAS RECOVERED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0600 *********************************************************************** EZ0600 DESIGNATION - DOK=V 20 EZ0600 PID - EZ0600 EZ0600 STATE/COUNTY- NC/WAKE EZ0600 USGS QUAD - CARY (1993) EZ0600 EZ0600 *CURRENT SURVEY CONTROL EZ0600 ___________________________________________________________________ EZ0600* NAD 83(1986)- 35 45 54.39620(N) 078 48 39.39909(W) ADJUSTED EZ0600* NAVD 88 - 143.262 (meters) 470.02 (feet) POSTED EZ0600 ___________________________________________________________________ EZ0600 LAPLACE CORR- -5.79 (seconds) DEFLEC99 EZ0600 GEOID HEIGHT- -32.24 (meters) GEOID03 EZ0600 DYNAMIC HT - 143.140 (meters) 469.62 (feet) COMP EZ0600 MODELED GRAV- 979,774.9 (mgal) NAVD 88 EZ0600 EZ0600 HORZ ORDER - SECOND EZ0600 VERT ORDER - * POSTED, Code B , SEE BELOW EZ0600 EZ0600.The North Carolina HARNS have been completed but, EZ0600.due to contractual restrictions, coordinates for these stations EZ0600.will NOT be published in the near future. In the interim, the EZ0600.published coordinates in North Carolina will not be EZ0600.consistent with the Continuously Operating Reference Stations EZ0600.(CORS). The HARN coordinates for these stations are available EZ0600.upon request. Contact Gary Thompson(919-733-3836). EZ0600. EZ0600.In addition, the published North Carolina positions EZ0600.(NAD 83 (1986)) are NOT consistent with those determined in EZ0600.adjacent state readjustments. The discontinuity between stations EZ0600.located in North Carolina and those in adjacent states EZ0600.which have been adjusted to the HARN may be as much as 5 EZ0600.decimeters. This will result in a significant loss of accuracy EZ0600.over lines crossing such state borders. EZ0600 EZ0600 EZ0600.The horizontal coordinates were established by classical geodetic methods EZ0600.and adjusted by the National Geodetic Survey in July 1986. EZ0600 EZ0600.The orthometric height was determined by differential leveling EZ0600.and adjusted by the National Geodetic Survey in 1992. EZ0600.* This is a POSTED BENCH MARK height. Code B indicates a distribution EZ0600.rate of 1.1 thru 2.0 mm/km. EZ0600 EZ0600.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0600 EZ0600.The geoid height was determined by GEOID03. EZ0600 EZ0600.The dynamic height is computed by dividing the NAVD 88 EZ0600.geopotential number by the normal gravity value computed on the EZ0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0600.degrees latitude (g = 980.6199 gals.). EZ0600 EZ0600.The modeled gravity was interpolated from observed gravity values. EZ0600 EZ0600; North East Units Scale Factor Converg. EZ0600;SPC NC - 223,556.075 626,696.090 MT 0.99991263 +0 06 32.8 EZ0600;SPC NC - 733,450.22 2,056,085.42 sFT 0.99991263 +0 06 32.8 EZ0600;UTM 17 - 3,960,106.357 697,893.185 MT 1.00008259 +1 16 47.4 EZ0600 EZ0600! - Elev Factor x Scale Factor = Combined Factor EZ0600!SPC NC - 0.99998257 x 0.99991263 = 0.99989521 EZ0600!UTM 17 - 0.99998257 x 1.00008259 = 1.00006516 EZ0600 EZ0600|---------------------------------------------------------------------| EZ0600| PID Reference Object Distance Geod. Az | EZ0600| dddmmss.s | EZ0600| EZ0601 DOI=U 20 352.451 METERS 05328 | EZ0600| EZ6149 DOK RM 17.920 METERS 10904 | EZ0600|---------------------------------------------------------------------| EZ0600 EZ0600 SUPERSEDED SURVEY CONTROL EZ0600 EZ0600 NAD 27 - 35 45 53.83600(N) 078 48 40.37500(W) AD( ) 2 EZ0600 NGVD 29 (??/??/92) 143.518 (m) 470.86 (f) ADJ UNCH 1 2 EZ0600 EZ0600.Superseded values are not recommended for survey control. EZ0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0600.See file dsdata.txt to determine how the superseded data were derived. EZ0600 EZ0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9789360106(NAD 83) EZ0600_MARKER: DS = TRIANGULATION STATION DISK EZ0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0600_STAMPING: DOK 1918 EZ0600_MARK LOGO: CGS EZ0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0600+STABILITY: SURFACE MOTION EZ0600 EZ0600 HISTORY - Date Condition Report By EZ0600 HISTORY - 1918 MONUMENTED CGS EZ0600 HISTORY - 1935 GOOD CGS EZ0600 HISTORY - 1960 MARK NOT FOUND CGS EZ0600 HISTORY - 1961 MARK NOT FOUND CGS EZ0600 EZ0600 STATION DESCRIPTION EZ0600 EZ0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MS) EZ0600'ABOUT 3.5 MILES NORTH OF RAILWAY STATION AT APEX, AT SOUTH END OF EZ0600'SECOND CURVE OF SEABOARD AIR LINE RAILWAY NORTH OF APEX, ON EZ0600'PROLONGATION OF TANGENT TO LEFT RAIL TOWARD APEX, 100 METERS (328 EZ0600'FEET) FROM WHISTLE POST, 60 METERS (197 FEET) SOUTHWARD ALONG EZ0600'TRACK FROM NEGRO DWELLING ON SAME SIDE OF TRACK, 8 METERS (26 EZ0600'FEET) EAST OF EAST RAIL, AND 2 METERS (7 FEET) FROM EDGE OF CUT. EZ0600'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE. EZ0600'UNDERGROUND MARK IS NAIL IN CONCRETE. EZ0600' EZ0600'REFERENCE MARK IS EZ0600'STANDARD REFERENCE DISK IN CONCRETE, AND 17.92 METERS EZ0600'(58.8 FEET) FROM STATION S 70 DEG 57 MIN E. EZ0600' EZ0600'STATION DOL (SEE DESCRIPTION AND GEOGRAPHIC POSITION THEREOF) EZ0600'IS VISIBLE FROM GROUND S 69 DEG 39 MIN W. EZ0600' EZ0600'STATION DOI (SEE DESCRIPTION AND GEOGRAPHIC POSITION THEREOF) EZ0600'IS VISIBLE FROM GROUND N 53 DEG 28 MIN E. EZ0600 EZ0600 STATION RECOVERY (1935) EZ0600 EZ0600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 EZ0600'IN 1935, SURFACE MARK WAS RECOVERED AND REDESCRIBED AS FOLLOWS--ABOUT EZ0600'2.55 MILES SOUTHWEST OF RAILWAY STATION AT CARY, NEAR SOUTHWEST END EZ0600'OF SECOND CURVE SOUTHWEST OF CARY, ON NORTHWARD PROLONGATION OF EAST EZ0600'RAIL OF SOUTH TANGENT, ABOUT 400 FEET SOUTHEAST OF MRS M J ADAMS EZ0600'FARMHOUSE ON WEST SIDE OF RAILWAY, ABOUT 150 YARDS NORTHEAST OF EZ0600'SOUTHWEST POINT OF CURVE, ABOUT 23 YARDS NORTH OF BOTH WHISTLE POST EZ0600'AND POLE MARKED E22, ABOUT 32 FEET EAST OF EAST RAIL, ON TOP OF EZ0600'CUT ABOUT 11 FEET HIGH, AND 3 FEET EAST OF EDGE OF CUT. EZ0600 EZ0600 STATION RECOVERY (1960) EZ0600 EZ0600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 EZ0600'2.6 MI SW FROM CARY. EZ0600'AREA ALONG THE RR HAS BEEN BULL-DOZED AND COMPLETELY CHANGED, SO EZ0600'THE MONUMENT IS PROBABLY DESTROYED. 2.55 MILES SOUTHWEST ALONG EZ0600'THE SEABOARD AIR LINE RAILWAY FROM THE STATION AT CARY, NEAR THE EZ0600'SOUTHWEST END OF THE SECOND CURVE SOUTHWEST OF CARY (ALSO SECOND EZ0600'CURVE NORTHEAST OF APEX), 400 FEET SOUTHEAST OF A FARM HOUSE ON EZ0600'THE WEST SIDE OF THE RAILROAD, PROPERTY OF MRS. M.J. ADAMS, EZ0600'1,000 FEET SOUTHWEST OF U 20 - DOI (BOTH ON SAME CURVE AND ON EZ0600'SAME SIDE OF RAILROAD), ABOUT 150 YARDS NORTHEAST OF THE SOUTHWEST EZ0600'POINT OF CURVE, 23 YARDS NORTH OF BOTH A WHISTLE POST AND POLE EZ0600'E 22, ON THE TOP OF A 10- OR 12-FOOT CUT AND 3 FEET EAST OF THE EZ0600'EDGE OF SAME. ON THE NORTHWARD PROLONGATION OF THE EAST RAIL OF EZ0600'THE SOUTH TANGENT, AND ABOUT 32 FEET EAST OF THE EAST RAIL. EZ0600'STANDARD TRIANGULATION-STATION DISK, SET IN THE TOP OF A CONCRETE EZ0600'POST, ABOUT FLUSH WITH THE GROUND. EZ0600 EZ0600 STATION RECOVERY (1961) EZ0600 EZ0600'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WCF) EZ0600'THIS STATION HAS BEEN DESTROYED BY A CUT IN THE BANK. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5423 *********************************************************************** EZ5423 DESIGNATION - DOL RESET EZ5423 PID - EZ5423 EZ5423 STATE/COUNTY- NC/WAKE EZ5423 USGS QUAD - CARY (1993) EZ5423 EZ5423 *CURRENT SURVEY CONTROL EZ5423 ___________________________________________________________________ EZ5423* NAD 83(1986)- 35 45 34.32864(N) 078 49 45.75286(W) ADJUSTED EZ5423* NAVD 88 - 134.48 (+/-2cm) 441.2 (feet) VERTCON EZ5423 ___________________________________________________________________ EZ5423 LAPLACE CORR- -5.34 (seconds) DEFLEC99 EZ5423 GEOID HEIGHT- -32.19 (meters) GEOID03 EZ5423 EZ5423 HORZ ORDER - SECOND EZ5423 VERT ORDER - THIRD ? (See Below) EZ5423 EZ5423.The North Carolina HARNS have been completed but, EZ5423.due to contractual restrictions, coordinates for these stations EZ5423.will NOT be published in the near future. In the interim, the EZ5423.published coordinates in North Carolina will not be EZ5423.consistent with the Continuously Operating Reference Stations EZ5423.(CORS). The HARN coordinates for these stations are available EZ5423.upon request. Contact Gary Thompson(919-733-3836). EZ5423. EZ5423.In addition, the published North Carolina positions EZ5423.(NAD 83 (1986)) are NOT consistent with those determined in EZ5423.adjacent state readjustments. The discontinuity between stations EZ5423.located in North Carolina and those in adjacent states EZ5423.which have been adjusted to the HARN may be as much as 5 EZ5423.decimeters. This will result in a significant loss of accuracy EZ5423.over lines crossing such state borders. EZ5423 EZ5423 EZ5423.The horizontal coordinates were established by classical geodetic methods EZ5423.and adjusted by the National Geodetic Survey in July 1986. EZ5423 EZ5423.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5423.The vertical order pertains to the NGVD 29 superseded value. EZ5423 EZ5423.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5423 EZ5423.The geoid height was determined by GEOID03. EZ5423 EZ5423; North East Units Scale Factor Converg. EZ5423;SPC NC - 222,934.614 625,030.526 MT 0.99991177 +0 05 54.5 EZ5423;SPC NC - 731,411.31 2,050,620.98 sFT 0.99991177 +0 05 54.5 EZ5423;UTM 17 - 3,959,450.891 696,240.389 MT 1.00007456 +1 16 08.0 EZ5423 EZ5423! - Elev Factor x Scale Factor = Combined Factor EZ5423!SPC NC - 0.99998395 x 0.99991177 = 0.99989572 EZ5423!UTM 17 - 0.99998395 x 1.00007456 = 1.00005851 EZ5423 EZ5423: Primary Azimuth Mark Grid Az EZ5423:SPC NC - DOK=V 20 069 32 17.6 EZ5423:UTM 17 - DOK=V 20 068 22 04.1 EZ5423 EZ5423|---------------------------------------------------------------------| EZ5423| PID Reference Object Distance Geod. Az | EZ5423| dddmmss.s | EZ5423| EZ0600 DOK=V 20 APPROX. 1.8 KM 0693812.1 | EZ5423| EZ1894 DOL RM 17.282 METERS 26828 | EZ5423|---------------------------------------------------------------------| EZ5423 EZ5423 SUPERSEDED SURVEY CONTROL EZ5423 EZ5423 NAD 27 - 35 45 33.76800(N) 078 49 46.72600(W) AD( ) 2 EZ5423 NGVD 29 (07/19/86) 134.73 (m) 442.0 (f) LEVELING 3 EZ5423 EZ5423.Superseded values are not recommended for survey control. EZ5423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5423.See file dsdata.txt to determine how the superseded data were derived. EZ5423 EZ5423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9624059451(NAD 83) EZ5423_MARKER: DS = TRIANGULATION STATION DISK EZ5423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5423_STAMPING: DOL 1918 1980 EZ5423_MARK LOGO: NGS EZ5423_MAGNETIC: N = NO MAGNETIC MATERIAL EZ5423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5423+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2004 EZ5423 EZ5423 HISTORY - Date Condition Report By EZ5423 HISTORY - 1980 MONUMENTED NGS EZ5423 HISTORY - 20041231 GOOD GEOCAC EZ5423 EZ5423 STATION DESCRIPTION EZ5423 EZ5423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN) EZ5423'THE UNDERGROUND STATION MARK AND THE REFERENCE MARK WERE RECOVERED EZ5423'IN GOOD CONDITION. THE SURFACE STATION MARK HAD BEEN DESTROYED. A EZ5423'NEW UNDERGROUND MARK, SURFACE STATION MARK AND REFERENCE MARK 2 EZ5423'WERE SET. THE DISTANCE TO THE REFERENCE MARK WAS IN AGREEMENT. EZ5423' EZ5423'THE STATION IS ABOUT 2-3/4 MILES EAST OF APEX, 3-3/4 MILES WEST OF EZ5423'CARY ALONG THE SOUTH SIDE OF STATE ROUTE 1011 AND ON RAILROAD EZ5423'RIGHT OF WAY. EZ5423' EZ5423'TO REACH THE STATION FROM THE POST OFFICE IN CARY, GO NORTH ON EZ5423'ACADEMY STREET FOR 1/2 BLOCK, TURN LEFT AND GO WESTERLY ON SR 1011, EZ5423'OLD APEX ROAD FOR 3.6 MILES TO SR 1308 ON THE LEFT. CONTINUE WESTERLY EZ5423'FOR 0.05 MILE TO THE STATION ON THE LEFT AT A PAVED TURN OUT. EZ5423' EZ5423'THE STATION MARKS ARE STANDARD DISKS STAMPED---DOL 1918 1980--- EZ5423'SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE POST, 14 INCHES EZ5423'IN DIAMETER THAT PROJECTS 4-INCHES ABOVE THE GROUND. THE EZ5423'SUB-SURFACE DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 3.8 FEET EZ5423'BELOW THE SURFACE OF THE GROUND. THEY ARE 79 FEET SOUTH OF THE EZ5423'CENTERLINE OF SR 1011, 59 FEET NORTH OF THE NORTH RAIL OF RAILROAD EZ5423'TRACKS, 30.5 FEET NORTHWEST OF A TELEGRAPH POLE WITH AN ALUMINUM EZ5423'REFERENCE TAG, 10.2 FEET WEST-NORTHWEST OF A POWERLINE POLE WITH EZ5423'A REFERENCE TAG, 5 FEET SOUTHEAST OF A 4-INCH PINE TREE WITH A EZ5423'REFERENCE TAG AND 2.4 FEET SOUTH OF A METAL WITNESS POST. EZ5423' EZ5423'REFERENCE MARK IS A STANDARD DISK STAMPED---DOL 1918---. SET IN THE EZ5423'TOP OF A 12-INCH SQUARE CONCRETE POST WHICH PROJECTS 1 INCH. IT IS EZ5423'83.5 FEET NORTH OF THE NORTH RAIL OF RAIL ROAD TRACKS, 59 FEET SOUTH EZ5423'OF THE CENTERLINE OF SR 1011, 16.5 FEET WEST OF A 30-INCH PINE WITH EZ5423'A REFERENCE TAG, 5.5 FEET SOUTHEAST OF A TWIN-TRUNK OAK TREE WITH EZ5423'A REFERENCE TAG, 1.2 FEET NORTH OF A METAL WITNESS POST AND ABOUT EZ5423'2-1/2 FEET HIGHER THAN THE STATION MARK. EZ5423' EZ5423'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---DOL 1918 NO 2 EZ5423'1980---SET IN THE TOP OF A 14-INCH CYLINDRICAL CONCRETE POST THAT EZ5423'PROJECTS 3 INCHES ABOVE THE GROUND. IT IS 80.8 FEET SOUTH-SOUTHEAST EZ5423'OF A UTILITY POLE WITH 3 LIGHTS AND IS BETWEEN THE TURN-OUT AND SR EZ5423'1011, 77 FEET NORTH OF THE NORTH RAIL OF RAIL ROAD TRACKS, 53 FEET EZ5423'SOUTH OF THE CENTERLINE OF SR 1011, 1.2 FEET WEST OF A METAL EZ5423'WITNESS POST AND ABOUT 1-1/2 FEET LOWER THAN THE STATION MARK. EZ5423' EZ5423'NO SUITABLE LOCATION FOR AN AZIMUTH MARK. EZ5423' EZ5423'LINE BETWEEN REFERENCE MARKS OBSTRUCTED BY TREES. EZ5423 EZ5423 STATION RECOVERY (2004) EZ5423 EZ5423'RECOVERY NOTE BY GEOCACHING 2004 (PFF) EZ5423'DOL RESET RECOVERED ON LAND OWNED BY NCDOT, 15 WILMINGTON STREET, EZ5423'RALEIGH NC 27601-1453. WAKE COUNTY PIN 0753016444. AS DESCRIBED, EZ5423'EXCEPT PP WITH TAG NOT FOUND. FOUR-INCH PINE WITH TAG NOT FOUND. EZ5423'WITNESS POST OKAY. EZ5423' EZ5423'DOL RM RECOVERED AS DESCRIBED, EXCEPT THE TWIN-OAK TRUNK WITH REF TAG EZ5423'HAS FALLEN ONTO THE WITNESS POST, BENDING IT HORIZONTAL. REF TAG EZ5423'INTACT AND BY COINCIDENCE STILL POINTS AT THE MARK, ABOUT SIX INCHES EZ5423'AWAY. 30-INCH PINE W/TAG NOT FOUND. EZ5423' EZ5423'REF MARK 2 RECOVERED AS DESCRIBED, EXCEPT DID NOT FIND UTILITY POLE EZ5423'WITH THREE LIGHTS. WITNESS POST OKAY. EZ5423' 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5424 *********************************************************************** EZ5424 DESIGNATION - DOM EZ5424 PID - EZ5424 EZ5424 STATE/COUNTY- NC/WAKE EZ5424 USGS QUAD - CARY (1993) EZ5424 EZ5424 *CURRENT SURVEY CONTROL EZ5424 ___________________________________________________________________ EZ5424* NAD 83(1986)- 35 45 16.34189(N) 078 50 09.85248(W) ADJUSTED EZ5424* NAVD 88 - 130. (meters) 427. (feet) SCALED EZ5424 ___________________________________________________________________ EZ5424 LAPLACE CORR- -5.18 (seconds) DEFLEC99 EZ5424 GEOID HEIGHT- -32.18 (meters) GEOID03 EZ5424 EZ5424 HORZ ORDER - SECOND EZ5424 EZ5424.The North Carolina HARNS have been completed but, EZ5424.due to contractual restrictions, coordinates for these stations EZ5424.will NOT be published in the near future. In the interim, the EZ5424.published coordinates in North Carolina will not be EZ5424.consistent with the Continuously Operating Reference Stations EZ5424.(CORS). The HARN coordinates for these stations are available EZ5424.upon request. Contact Gary Thompson(919-733-3836). EZ5424. EZ5424.In addition, the published North Carolina positions EZ5424.(NAD 83 (1986)) are NOT consistent with those determined in EZ5424.adjacent state readjustments. The discontinuity between stations EZ5424.located in North Carolina and those in adjacent states EZ5424.which have been adjusted to the HARN may be as much as 5 EZ5424.decimeters. This will result in a significant loss of accuracy EZ5424.over lines crossing such state borders. EZ5424 EZ5424 EZ5424.The horizontal coordinates were established by classical geodetic methods EZ5424.and adjusted by the National Geodetic Survey in July 1986. EZ5424 EZ5424.The orthometric height was scaled from a topographic map. EZ5424 EZ5424.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5424 EZ5424.The geoid height was determined by GEOID03. EZ5424 EZ5424; North East Units Scale Factor Converg. EZ5424;SPC NC - 222,379.280 624,426.082 MT 0.99991100 +0 05 40.6 EZ5424;SPC NC - 729,589.35 2,048,637.90 sFT 0.99991100 +0 05 40.6 EZ5424;UTM 17 - 3,958,883.236 695,647.318 MT 1.00007170 +1 15 53.3 EZ5424 EZ5424! - Elev Factor x Scale Factor = Combined Factor EZ5424!SPC NC - 0.99998469 x 0.99991100 = 0.99989569 EZ5424!UTM 17 - 0.99998469 x 1.00007170 = 1.00005639 EZ5424 EZ5424|---------------------------------------------------------------------| EZ5424| PID Reference Object Distance Geod. Az | EZ5424| dddmmss.s | EZ5424| EZ6151 DOM RM 63.540 METERS 14926 | EZ5424|---------------------------------------------------------------------| EZ5424 EZ5424 SUPERSEDED SURVEY CONTROL EZ5424 EZ5424 NAD 27 - 35 45 15.78200(N) 078 50 10.82400(W) AD( ) 2 EZ5424 EZ5424.Superseded values are not recommended for survey control. EZ5424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5424.See file dsdata.txt to determine how the superseded data were derived. EZ5424 EZ5424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9564758883(NAD 83) EZ5424_MARKER: N = NAIL EZ5424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5424_MARK LOGO: CGS EZ5424 EZ5424 HISTORY - Date Condition Report By EZ5424 HISTORY - 1918 MONUMENTED CGS EZ5424 HISTORY - 1961 MARK NOT FOUND CGS EZ5424 EZ5424 STATION DESCRIPTION EZ5424 EZ5424'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MS) EZ5424'ABOUT 1-1/2 MILES NORTH OF RAILWAY STATION AT APEX, AT SOUTH END OF EZ5424'FIRST CURVE OF SEABOARD AIR LINE RAILWAY NORTH OF APEX, ON EZ5424'PROLONGATION OF TANGENT TO LEFT RAIL TOWARD APEX, 130 METERS (427 EZ5424'FEET) NORTH OF ROAD CROSSING, ON TOP OF CUT ABOUT 20 METERS (66 EZ5424'FEET) ABOVE TRACK, AND 4 METERS (13 FEET) WEST OF EDGE OF CUT. EZ5424'STATION MARK IS NAIL IN TOP OF 4 BY 4 INCH POST PROJECTING 1 FOOT EZ5424'ABOVE GROUND. REFERENCE MARK IS RAILROAD SPIKE IN WEST FACE OF EZ5424'LARGEST PINE TREE ON OPPOSITE SIDE OF TRACK, AND 63.54 METERS (208.5 EZ5424'FT) FROM STATION S 30 DEG 34 MIN E. EZ5424 EZ5424 STATION RECOVERY (1961) EZ5424 EZ5424'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WCF) EZ5424'THIS STATION HAS BEEN DESTROYED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5220 *********************************************************************** EZ5220 DESIGNATION - DON EZ5220 PID - EZ5220 EZ5220 STATE/COUNTY- NC/WAKE EZ5220 USGS QUAD - BAYLEAF (1987) EZ5220 EZ5220 *CURRENT SURVEY CONTROL EZ5220 ___________________________________________________________________ EZ5220* NAD 83(1986)- 35 56 51.35306(N) 078 38 15.11297(W) ADJUSTED EZ5220* NAVD 88 - 124.3 (meters) 408. (feet) VERTCON EZ5220 ___________________________________________________________________ EZ5220 LAPLACE CORR- -6.99 (seconds) DEFLEC99 EZ5220 GEOID HEIGHT- -32.48 (meters) GEOID03 EZ5220 EZ5220 HORZ ORDER - SECOND EZ5220 EZ5220.The North Carolina HARNS have been completed but, EZ5220.due to contractual restrictions, coordinates for these stations EZ5220.will NOT be published in the near future. In the interim, the EZ5220.published coordinates in North Carolina will not be EZ5220.consistent with the Continuously Operating Reference Stations EZ5220.(CORS). The HARN coordinates for these stations are available EZ5220.upon request. Contact Gary Thompson(919-733-3836). EZ5220. EZ5220.In addition, the published North Carolina positions EZ5220.(NAD 83 (1986)) are NOT consistent with those determined in EZ5220.adjacent state readjustments. The discontinuity between stations EZ5220.located in North Carolina and those in adjacent states EZ5220.which have been adjusted to the HARN may be as much as 5 EZ5220.decimeters. This will result in a significant loss of accuracy EZ5220.over lines crossing such state borders. EZ5220 EZ5220 EZ5220.The horizontal coordinates were established by classical geodetic methods EZ5220.and adjusted by the National Geodetic Survey in July 1986. EZ5220 EZ5220.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5220 EZ5220.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5220 EZ5220.The geoid height was determined by GEOID03. EZ5220 EZ5220; North East Units Scale Factor Converg. EZ5220;SPC NC - 243,846.255 642,302.503 MT 0.99994622 +0 12 33.1 EZ5220;SPC NC - 800,018.92 2,107,287.46 sFT 0.99994622 +0 12 33.1 EZ5220;UTM 17 - 3,980,716.091 713,083.380 MT 1.00015951 +1 23 14.6 EZ5220 EZ5220! - Elev Factor x Scale Factor = Combined Factor EZ5220!SPC NC - 0.99998558 x 0.99994622 = 0.99993180 EZ5220!UTM 17 - 0.99998558 x 1.00015951 = 1.00014509 EZ5220 EZ5220: Primary Azimuth Mark Grid Az EZ5220:SPC NC - HOLLIDAY 234 59 35.2 EZ5220:UTM 17 - HOLLIDAY 233 48 53.7 EZ5220 EZ5220|---------------------------------------------------------------------| EZ5220| PID Reference Object Distance Geod. Az | EZ5220| dddmmss.s | EZ5220| EZ5222 VAN 459.203 METERS 0330915.7 | EZ5220| EZ5219 HOLLIDAY 431.806 METERS 2351208.3 | EZ5220|---------------------------------------------------------------------| EZ5220 EZ5220 SUPERSEDED SURVEY CONTROL EZ5220 EZ5220 NAD 27 - 35 56 50.82238(N) 078 38 16.10917(W) AD( ) 2 EZ5220 NGVD 29 (07/19/86) 124.6 (m) 409. (f) VERT ANG EZ5220 EZ5220.Superseded values are not recommended for survey control. EZ5220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5220.See file dsdata.txt to determine how the superseded data were derived. EZ5220 EZ5220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1308380716(NAD 83) EZ5220_MARKER: DE = TRAVERSE STATION DISK EZ5220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5220_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5220_STAMPING: DON 1970 EZ5220_MARK LOGO: NCGS EZ5220_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ5220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5220+STABILITY: SURFACE MOTION EZ5220 EZ5220 HISTORY - Date Condition Report By EZ5220 HISTORY - 1970 MONUMENTED NCGS EZ5220 HISTORY - 19870501 GOOD NCGS EZ5220 EZ5220 STATION DESCRIPTION EZ5220 EZ5220'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ5220'DON IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ5220'VICINITY OF NORTHWEST WAKE COUNTY. EZ5220' EZ5220'DON IS LOCATED APPROXIMATELY 0.2 MILE ENE OF BAYLEAF. TO REACH EZ5220'STATION PROCEED FROM THE INTERSECTION OF SR 2002 AND SR 1005 IN EZ5220'COMMUNITY OF BAYLEAF, GO NORTH ON SR 2002 FOR 0.2 MILE TO T EZ5220'INTERSECTION OF SR 2002 AND SR 2005. STATION IS IN SOUTHEAST EZ5220'CORNER OF THE INTERSECTION. EZ5220' EZ5220'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED DON EZ5220'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EZ5220'FLUSH WITH THE SURFACE OF THE GROUND. EZ5220' EZ5220'MARK IS-- EZ5220'41.1 FEET SE OF C/L OF SR 2002. EZ5220'50.1 FEET SSW OF ALUMINUM REF. TAG ON STOP SIGN POST. EZ5220'124.2 FEET SW OF ALUMINUM REF. TAG ON PP NO. 87. EZ5220'28.7 FEET WNW OF ALUMINUM REF. TAG ON FENCE POST. EZ5220'22.5 FEET SE OF TOP OF 30 INCH CULVERT, E. END. EZ5220'57.3 FEET SSE OF TOP OF 30 INCH CULVERT, W. END. EZ5220 EZ5220 STATION RECOVERY (1987) EZ5220 EZ5220'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ5220'RECOVERED AS DESCRIBED. DESCRIPTION IS ADEQUATE EXCEPT FOR THE EZ5220'FOLLOWING CORRECTIONS. LOCATED 7.2 FT (2.2 M) NORTH OF FENCE LINE. EZ5220'DELETE REFERENCES TO STOP SIGN POST AND FENCE POST. STATION N+C 18 WAS EZ5220'FOUND LAYING ON SURFACE NEARBY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5317 *********************************************************************** EZ5317 DESIGNATION - DON EZ5317 PID - EZ5317 EZ5317 STATE/COUNTY- NC/WAKE EZ5317 USGS QUAD - APEX (1993) EZ5317 EZ5317 *CURRENT SURVEY CONTROL EZ5317 ___________________________________________________________________ EZ5317* NAD 83(1986)- 35 43 17.56028(N) 078 51 36.24950(W) ADJUSTED EZ5317* NAVD 88 - 142.69 (+/-2cm) 468.1 (feet) VERTCON EZ5317 ___________________________________________________________________ EZ5317 LAPLACE CORR- -5.19 (seconds) DEFLEC99 EZ5317 GEOID HEIGHT- -32.20 (meters) GEOID03 EZ5317 EZ5317 HORZ ORDER - SECOND EZ5317 VERT ORDER - THIRD ? (See Below) EZ5317 EZ5317.The North Carolina HARNS have been completed but, EZ5317.due to contractual restrictions, coordinates for these stations EZ5317.will NOT be published in the near future. In the interim, the EZ5317.published coordinates in North Carolina will not be EZ5317.consistent with the Continuously Operating Reference Stations EZ5317.(CORS). The HARN coordinates for these stations are available EZ5317.upon request. Contact Gary Thompson(919-733-3836). EZ5317. EZ5317.In addition, the published North Carolina positions EZ5317.(NAD 83 (1986)) are NOT consistent with those determined in EZ5317.adjacent state readjustments. The discontinuity between stations EZ5317.located in North Carolina and those in adjacent states EZ5317.which have been adjusted to the HARN may be as much as 5 EZ5317.decimeters. This will result in a significant loss of accuracy EZ5317.over lines crossing such state borders. EZ5317 EZ5317 EZ5317.The horizontal coordinates were established by classical geodetic methods EZ5317.and adjusted by the National Geodetic Survey in July 1986. EZ5317 EZ5317.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5317.The vertical order pertains to the NGVD 29 superseded value. EZ5317 EZ5317.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5317 EZ5317.The geoid height was determined by GEOID03. EZ5317 EZ5317; North East Units Scale Factor Converg. EZ5317;SPC NC - 218,715.376 622,260.899 MT 0.99990612 +0 04 50.7 EZ5317;SPC NC - 717,568.70 2,041,534.30 sFT 0.99990612 +0 04 50.7 EZ5317;UTM 17 - 3,955,175.313 693,557.042 MT 1.00006168 +1 14 59.2 EZ5317 EZ5317! - Elev Factor x Scale Factor = Combined Factor EZ5317!SPC NC - 0.99998266 x 0.99990612 = 0.99988878 EZ5317!UTM 17 - 0.99998266 x 1.00006168 = 1.00004434 EZ5317 EZ5317: Primary Azimuth Mark Grid Az EZ5317:SPC NC - BALDWIN 067 32 13.8 EZ5317:UTM 17 - BALDWIN 066 22 05.3 EZ5317 EZ5317|---------------------------------------------------------------------| EZ5317| PID Reference Object Distance Geod. Az | EZ5317| dddmmss.s | EZ5317| EZ5315 BALDWIN 490.391 METERS 0673704.5 | EZ5317| EZ6152 DON RM 18.500 METERS 07559 | EZ5317|---------------------------------------------------------------------| EZ5317 EZ5317 SUPERSEDED SURVEY CONTROL EZ5317 EZ5317 NAD 27 - 35 43 16.99700(N) 078 51 37.21600(W) AD( ) 2 EZ5317 NGVD 29 (07/19/86) 142.94 (m) 469.0 (f) LEVELING 3 EZ5317 EZ5317.Superseded values are not recommended for survey control. EZ5317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5317.See file dsdata.txt to determine how the superseded data were derived. EZ5317 EZ5317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9355755175(NAD 83) EZ5317_MARKER: DS = TRIANGULATION STATION DISK EZ5317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5317_MARK LOGO: CGS EZ5317 EZ5317 HISTORY - Date Condition Report By EZ5317 HISTORY - 1918 MONUMENTED CGS EZ5317 HISTORY - 1935 GOOD CGS EZ5317 HISTORY - 1961 MARK NOT FOUND CGS EZ5317 HISTORY - 1987 GOOD USPSQD EZ5317 EZ5317 STATION DESCRIPTION EZ5317 EZ5317'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MS) EZ5317'ABOUT 1 MILE SOUTH OF RAILWAY STATION AT APEX, AT SOUTH END OF FIRST EZ5317'CURVE OF SEABOARD AIR LINE RAILWAY SOUTH OF APEX, ABOUT 200 METERS EZ5317'(656 FEET) SOUTH OF ROAD CROSSING, 40 METERS (131 FEET) SOUTH OF EZ5317'WHISTLE POST, AND 8 METERS (26 FEET) EAST OF RAIL. EZ5317'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE. EZ5317'UNDERGROUND MARK IS NAIL IN CONCRETE. EZ5317' EZ5317'REFERENCE MARK IS STANDARD EZ5317'REFERENCE DISK IN CONCRETE, NEAR WHISTLE POST, ABOUT 5 METERS EZ5317'(16 FT) EAST OF TRACK, AND 18.5 METERS (61 FEET) FROM STATION EZ5317'N 75 DEG 59 MIN E. EZ5317' EZ5317'STATION BALDWIN (SEE DESCRIPTION AND GEOGRAPHIC POSITION THEREOF) EZ5317'IS VISIBLE FROM GROUND N 67 DEG 37 MIN E. EZ5317 EZ5317 STATION RECOVERY (1935) EZ5317 EZ5317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (BM) EZ5317'IN 1935, SURFACE MARK WAS RECOVERED AND FURTHER DESCRIBED AS BEING EZ5317'ABOUT 350 FEET NORTHEAST OF SOUTHWEST END OF CURVE, ABOUT 175 YARDS EZ5317'SOUTHWEST OF MILEPOST 172, IN FRONT OF COTTAGE ON NORTH SIDE OF EZ5317'BOTH RAILWAY AND UNITED STATES ROUTE 1, ABOUT LEVEL WITH TRACK ON EZ5317'TOP OF WEST DITCH BANK, AND 23.7 FEET SOUTH OF SOUTH RAIL. EZ5317 EZ5317 STATION RECOVERY (1961) EZ5317 EZ5317'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WCF) EZ5317'STATION AND REFERENCE MARK DESTROYED. NO REFERENCE TO CHECK FROM TO EZ5317'LOCATE UNDERGROUND MARKER, APPEARS TO BE DESTROYED. EZ5317 EZ5317 STATION RECOVERY (1987) EZ5317 EZ5317'RECOVERY NOTE BY US POWER SQUADRON 1987 (FBB) EZ5317'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1078 *********************************************************************** EZ1078 DESIGNATION - DONNA EZ1078 PID - EZ1078 EZ1078 STATE/COUNTY- NC/WAKE EZ1078 USGS QUAD - RALEIGH WEST (1988) EZ1078 EZ1078 *CURRENT SURVEY CONTROL EZ1078 ___________________________________________________________________ EZ1078* NAD 83(1986)- 35 47 40.50467(N) 078 41 43.26795(W) ADJUSTED EZ1078* NAVD 88 - 145.932 (meters) 478.78 (feet) ADJUSTED EZ1078 ___________________________________________________________________ EZ1078 LAPLACE CORR- -6.83 (seconds) DEFLEC99 EZ1078 GEOID HEIGHT- -32.63 (meters) GEOID03 EZ1078 DYNAMIC HT - 145.806 (meters) 478.37 (feet) COMP EZ1078 MODELED GRAV- 979,771.5 (mgal) NAVD 88 EZ1078 EZ1078 HORZ ORDER - SECOND EZ1078 VERT ORDER - SECOND CLASS 0 EZ1078 EZ1078.The North Carolina HARNS have been completed but, EZ1078.due to contractual restrictions, coordinates for these stations EZ1078.will NOT be published in the near future. In the interim, the EZ1078.published coordinates in North Carolina will not be EZ1078.consistent with the Continuously Operating Reference Stations EZ1078.(CORS). The HARN coordinates for these stations are available EZ1078.upon request. Contact Gary Thompson(919-733-3836). EZ1078. EZ1078.In addition, the published North Carolina positions EZ1078.(NAD 83 (1986)) are NOT consistent with those determined in EZ1078.adjacent state readjustments. The discontinuity between stations EZ1078.located in North Carolina and those in adjacent states EZ1078.which have been adjusted to the HARN may be as much as 5 EZ1078.decimeters. This will result in a significant loss of accuracy EZ1078.over lines crossing such state borders. EZ1078 EZ1078 EZ1078.The horizontal coordinates were established by classical geodetic methods EZ1078.and adjusted by the National Geodetic Survey in December 1992. EZ1078 EZ1078.The orthometric height was determined by differential leveling EZ1078.and adjusted by the National Geodetic Survey in June 1991. EZ1078 EZ1078.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1078 EZ1078.The geoid height was determined by GEOID03. EZ1078 EZ1078.The dynamic height is computed by dividing the NAVD 88 EZ1078.geopotential number by the normal gravity value computed on the EZ1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1078.degrees latitude (g = 980.6199 gals.). EZ1078 EZ1078.The modeled gravity was interpolated from observed gravity values. EZ1078 EZ1078; North East Units Scale Factor Converg. EZ1078;SPC NC - 226,852.122 637,138.127 MT 0.99991737 +0 10 33.0 EZ1078;SPC NC - 744,264.00 2,090,344.00 sFT 0.99991737 +0 10 33.0 EZ1078;UTM 17 - 3,963,615.909 708,267.647 MT 1.00013452 +1 20 54.3 EZ1078 EZ1078! - Elev Factor x Scale Factor = Combined Factor EZ1078!SPC NC - 0.99998222 x 0.99991737 = 0.99989959 EZ1078!UTM 17 - 0.99998222 x 1.00013452 = 1.00011674 EZ1078 EZ1078: Primary Azimuth Mark Grid Az EZ1078:SPC NC - CHAPEL 194 01 56.1 EZ1078:UTM 17 - CHAPEL 192 51 34.8 EZ1078 EZ1078|---------------------------------------------------------------------| EZ1078| PID Reference Object Distance Geod. Az | EZ1078| dddmmss.s | EZ1078| EZ0930 TENNIS 291.138 METERS 01143 | EZ1078| EZ1077 CHAPEL APPROX. 0.6 KM 1941229.1 | EZ1078|---------------------------------------------------------------------| EZ1078 EZ1078 SUPERSEDED SURVEY CONTROL EZ1078 EZ1078 NAD 83(1986)- 35 47 40.50635(N) 078 41 43.26769(W) AD( ) 2 EZ1078 NAD 27 - 35 47 39.96586(N) 078 41 44.25536(W) AD( ) 2 EZ1078 NGVD 29 (??/??/92) 146.197 (m) 479.65 (f) ADJ UNCH 2 0 EZ1078 EZ1078.Superseded values are not recommended for survey control. EZ1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1078.See file dsdata.txt to determine how the superseded data were derived. EZ1078 EZ1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0826863616(NAD 83) EZ1078_MARKER: DE = TRAVERSE STATION DISK EZ1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1078_SP_SET: CONCRETE POST EZ1078_STAMPING: DONNA 1965 EZ1078_MARK LOGO: NCGS EZ1078_PROJECTION: FLUSH EZ1078_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1078+STABILITY: SURFACE MOTION EZ1078 EZ1078 HISTORY - Date Condition Report By EZ1078 HISTORY - 1965 MONUMENTED NCGS EZ1078 HISTORY - 1973 GOOD NCGS EZ1078 HISTORY - 1980 GOOD NCGS EZ1078 HISTORY - 1980 GOOD NCGS EZ1078 HISTORY - 1983 GOOD NCGS EZ1078 HISTORY - 1983 GOOD NCGS EZ1078 EZ1078 STATION DESCRIPTION EZ1078 EZ1078'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ1078'DONNA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ1078'THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ1078' EZ1078'DONNA IS 3.3 MILES WNW OF RALEIGH. LOCATED 0.8 MILES N ALONG EZ1078'U.S. 1 BYPASS FROM BRIDGE OVER U.S. 64. 1.5 MILES S OF BRIDGE OVER EZ1078'LAKE BOONE TRAIL. AND AT THE SW CORNER OF BRIDGE OVER OLD U.S. 1. EZ1078' EZ1078'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1078'DONNA 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1078'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ1078' EZ1078'MARK IS EZ1078' EZ1078'29.6 FT W OF C/L OF S BOUND LANE EZ1078' EZ1078'3.0 FT W OF YELLOW ARROW PAINTED ON CURB OF S BOUND LANE EZ1078' EZ1078'9.8 FT S OF YELLOW ARROW EZ1078' EZ1078'8.6 FT S OF FIRST GUARD POST EZ1078' EZ1078'1.3 FT W OF GUARD RAIL EZ1078' EZ1078'4.3 FT N OF 2ND GUARD POST EZ1078' EZ1078'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ1078 EZ1078 STATION RECOVERY (1973) EZ1078 EZ1078'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1078'NEAR RALEIGH. EZ1078'DONNA IS LOCATED APPROXIMATELY 3.3 MILES WEST OF CAPITOL SQUARE EZ1078'IN RALEIGH. TO REACH STATION FROM U.S. 1 - U.S. 64 (BELTLINE) EZ1078'OVERPASS OF I-40 IN WEST RALEIGH, PROCEED SOUTH ALONG U.S. 1 EZ1078'- U.S. 64 FOR 0.65 MILES TO OVERPASS OF U.S. 1 BUSINESS EZ1078'(HILLSBOROUGH STREET) AND STATION NEAR SW CORNER OF BRIDGE, 29.6 EZ1078'FT W OF C/L OF U.S. 1 U.S. 64 SOUTH BOUND LANE, 3.0 FT W OF EDGE EZ1078'OF CURB OF SOUTH BOUND LANE, 1.3 FT W OF GUARD RAIL, 8.6 FT S EZ1078'OF FIRST GUARD RAIL, AND 4.3 FT N OF 2ND GUARD RAIL. DISK IS EZ1078'SET IN CONCRETE CYLINDER FLUSH WITH THE SURFACE OF THE GROUND. EZ1078 EZ1078 STATION RECOVERY (1980) EZ1078 EZ1078'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EZ1078'THE STATION WAS RECOVERED IN GOOD CONDITION. A COMPLETE NEW EZ1078'DESCRIPTION FOLLOWS. EZ1078' EZ1078'THE STATION IS LOCATED IN THE WESTERN SECTION OF RALEIGH, AT THE EZ1078'US 1-64 BYPASS BRIDGE OVER NC 54 (HILLSBOROUGH STREET) AND RAILROAD, EZ1078'AT THE SOUTHWEST CORNER OF THE OVERPASS. EZ1078' EZ1078'STATION MARK IS A STANDARD DISK STAMPED---DONNA 1965--- SET IN THE TOP EZ1078'OF A 8 INCH CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. EZ1078'THE MARK IS 29.6 FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF EZ1078'THE BYPASS, 3.8 FEET WEST OF THE WEST CURB, 1.3 FEET WEST OF A GUARD EZ1078'RAIL, 9.5 FEET SOUTH OF THE SOUTH END OF A BRIDGE RAIL, 4.0 FEET SOUTH EZ1078'OF THE FIRST GUARD RAIL POST AND 3.0 FEET NORTH OF THE SECOND POST. EZ1078 EZ1078 STATION RECOVERY (1980) EZ1078 EZ1078'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ1078'AT U.S. 1 AND U.S. 64 OVERPASS OF HILLSBOROUGH STREET, N.C. 54 EZ1078'AND RAILROAD TRACKS, IN THE WEST SECTION OF RALEIGH, IN WEST SHOULDER EZ1078'OF HIGHWAY AT SOUTHWEST CORNER OF BYPASS BRIDGE, 29.6 FEET WEST EZ1078'OF CENTERLINE OF SOUTHBOUND LANES OF BYPASS, 4.0 FEET SOUTH OF EZ1078'FIRST GUARD RAIL POST, 1.3 FEET WEST OF GUARD RAIL, 3.0 FEET NORTH EZ1078'OF SECOND GUARD RAIL POST, 9.5 FEET SOUTH OF SOUTHWEST CORNER EZ1078'OF BRIDGE AND 3.8 FEET WEST OF WEST CURB OF HIGHWAY. EZ1078'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EZ1078 EZ1078 STATION RECOVERY (1983) EZ1078 EZ1078'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG) EZ1078'THE STATION WAS RECOVERED AT THIS DATE. EZ1078'THE DESCRIPTION COULD ALSO READ--THE MARK IS 3.0 FEET EZ1078'NORTH-NORTHEAST OF SECOND GUARD RAIL POST, 3.8 FEET SOUTH OF THE EZ1078'FIRST GUARD RAIL POST, AND 1.0 FOOT EAST OF THE GUARD RAIL. EZ1078' EZ1078'THE STATION WAS RECOVERED BY NCGS. EZ1078 EZ1078 STATION RECOVERY (1983) EZ1078 EZ1078'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 EZ1078'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 DH6050 *********************************************************************** DH6050 DESIGNATION - DOOR DH6050 PID - DH6050 DH6050 STATE/COUNTY- NC/WAKE DH6050 USGS QUAD - CARY (1993) DH6050 DH6050 *CURRENT SURVEY CONTROL DH6050 ___________________________________________________________________ DH6050* NAD 83(1986)- 35 51 56.82523(N) 078 47 58.73615(W) ADJUSTED DH6050* NAVD 88 - 117.24 (meters) 384.6 (feet) LEVELING DH6050 ___________________________________________________________________ DH6050 LAPLACE CORR- -5.92 (seconds) DEFLEC99 DH6050 GEOID HEIGHT- -32.03 (meters) GEOID03 DH6050 DH6050 HORZ ORDER - FIRST DH6050 VERT ORDER - THIRD ? DH6050 DH6050.The North Carolina HARNS have been completed but, DH6050.due to contractual restrictions, coordinates for these stations DH6050.will NOT be published in the near future. In the interim, the DH6050.published coordinates in North Carolina will not be DH6050.consistent with the Continuously Operating Reference Stations DH6050.(CORS). The HARN coordinates for these stations are available DH6050.upon request. Contact Gary Thompson(919-733-3836). DH6050. DH6050.In addition, the published North Carolina positions DH6050.(NAD 83 (1986)) are NOT consistent with those determined in DH6050.adjacent state readjustments. The discontinuity between stations DH6050.located in North Carolina and those in adjacent states DH6050.which have been adjusted to the HARN may be as much as 5 DH6050.decimeters. This will result in a significant loss of accuracy DH6050.over lines crossing such state borders. DH6050 DH6050 DH6050.The horizontal coordinates were established by GPS observations DH6050.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in August 2005. DH6050 DH6050.The orthometric height was determined by differential leveling. DH6050.The vertical network tie was performed by a horz. field party for horz. DH6050.obs reductions. Reset procedures were used to establish the elevation. DH6050 DH6050.The Laplace correction was computed from DEFLEC99 derived deflections. DH6050 DH6050.The geoid height was determined by GEOID03. DH6050 DH6050; North East Units Scale Factor Converg. DH6050;SPC NC - 234,727.597 627,694.890 MT 0.99992990 +0 06 56.3 DH6050;SPC NC - 770,102.12 2,059,362.32 sFT 0.99992990 +0 06 56.3 DH6050;UTM 17 - 3,971,297.804 698,663.336 MT 1.00008634 +1 17 22.5 DH6050 DH6050! - Elev Factor x Scale Factor = Combined Factor DH6050!SPC NC - 0.99998663 x 0.99992990 = 0.99991653 DH6050!UTM 17 - 0.99998663 x 1.00008634 = 1.00007297 DH6050 DH6050 SUPERSEDED SURVEY CONTROL DH6050 DH6050.No superseded survey control is available for this station. DH6050 DH6050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9866371298(NAD 83) DH6050_MARKER: DH = HORIZONTAL CONTROL DISK DH6050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH6050_STAMPING: DOOR 2004 DH6050_MARK LOGO: NCGS DH6050_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT DH6050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6050+STABILITY: SURFACE MOTION DH6050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6050+SATELLITE: SATELLITE OBSERVATIONS - 2004 DH6050 DH6050 HISTORY - Date Condition Report By DH6050 HISTORY - 2004 MONUMENTED NCGS DH6050 DH6050 STATION DESCRIPTION DH6050 DH6050'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL) DH6050'STATION IS LOCATED ABOUT 10.8 MI (17.4 KM) WEST-NORTHWEST OF RALEIGH, DH6050'3.3 MI (5.3 KM) NORTH-NORTHEAST OF MORRISVILLE, AND AT THE DH6050'RALEIGH-DURHAM AIRPORT (RDU). PROCEED EAST-NORTHEAST ALONG SR 3015 DH6050'(AIRPORT BLVD) FOR 0.9 MI (1.4 KM) FROM I-40 OVERPASS (EXIT 284), JUST DH6050'PAST THE OFF RAMP FROM AVIATION PARKWAY (NORTHWEST), ON TOP OF A 8-FT DH6050'BANK. MARK IS 6-FT HIGHER THAN AIRPORT BLVD AND RECESSED 1-IN BELOW DH6050'THE GROUND. LOCATED 49.5 FT (15.1 M) SOUTH-SOUTHEAST OF THE EDGE OF DH6050'PAVEMENT OF AIRPORT BLVD, 39.6 FT (12.1 M) SOUTH-SOUTHEAST OF A FIBER DH6050'OPTIC CABLE VAULT, 46.1 FT (14.1 M) SOUTH OF AN IRRIGATION VALVE, DH6050'143.7 FT (43.8 M) WEST-SOUTHWEST OF THE WEST CORNER OF UNDERGROUND DH6050'ELECTRICAL VAULT (4721), 73.6 FT (22.4 M) WEST OF A GAS LINE WITNESS DH6050'POST, AND 40.5 FT (12.3 M) NORTHEAST OF AN UNDERGROUND CABLE WITNESS DH6050'POST WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5318 *********************************************************************** EZ5318 DESIGNATION - DOP EZ5318 PID - EZ5318 EZ5318 STATE/COUNTY- NC/WAKE EZ5318 USGS QUAD - APEX (1993) EZ5318 EZ5318 *CURRENT SURVEY CONTROL EZ5318 ___________________________________________________________________ EZ5318* NAD 83(1986)- 35 43 15.23043(N) 078 52 12.74572(W) ADJUSTED EZ5318* NAVD 88 - 107. (meters) 351. (feet) SCALED EZ5318 ___________________________________________________________________ EZ5318 LAPLACE CORR- -5.34 (seconds) DEFLEC99 EZ5318 GEOID HEIGHT- -32.17 (meters) GEOID03 EZ5318 EZ5318 HORZ ORDER - SECOND EZ5318 EZ5318.The North Carolina HARNS have been completed but, EZ5318.due to contractual restrictions, coordinates for these stations EZ5318.will NOT be published in the near future. In the interim, the EZ5318.published coordinates in North Carolina will not be EZ5318.consistent with the Continuously Operating Reference Stations EZ5318.(CORS). The HARN coordinates for these stations are available EZ5318.upon request. Contact Gary Thompson(919-733-3836). EZ5318. EZ5318.In addition, the published North Carolina positions EZ5318.(NAD 83 (1986)) are NOT consistent with those determined in EZ5318.adjacent state readjustments. The discontinuity between stations EZ5318.located in North Carolina and those in adjacent states EZ5318.which have been adjusted to the HARN may be as much as 5 EZ5318.decimeters. This will result in a significant loss of accuracy EZ5318.over lines crossing such state borders. EZ5318 EZ5318 EZ5318.The horizontal coordinates were established by classical geodetic methods EZ5318.and adjusted by the National Geodetic Survey in July 1986. EZ5318 EZ5318.The orthometric height was scaled from a topographic map. EZ5318 EZ5318.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5318 EZ5318.The geoid height was determined by GEOID03. EZ5318 EZ5318; North East Units Scale Factor Converg. EZ5318;SPC NC - 218,642.330 621,343.812 MT 0.99990603 +0 04 29.7 EZ5318;SPC NC - 717,329.04 2,038,525.49 sFT 0.99990603 +0 04 29.7 EZ5318;UTM 17 - 3,955,083.559 692,641.496 MT 1.00005732 +1 14 37.8 EZ5318 EZ5318! - Elev Factor x Scale Factor = Combined Factor EZ5318!SPC NC - 0.99998830 x 0.99990603 = 0.99989433 EZ5318!UTM 17 - 0.99998830 x 1.00005732 = 1.00004561 EZ5318 EZ5318|---------------------------------------------------------------------| EZ5318| PID Reference Object Distance Geod. Az | EZ5318| dddmmss.s | EZ5318| EZ6153 DOP RM 139.500 METERS 08456 | EZ5318|---------------------------------------------------------------------| EZ5318 EZ5318 SUPERSEDED SURVEY CONTROL EZ5318 EZ5318 NAD 27 - 35 43 14.66700(N) 078 52 13.71100(W) AD( ) 2 EZ5318 EZ5318.Superseded values are not recommended for survey control. EZ5318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5318.See file dsdata.txt to determine how the superseded data were derived. EZ5318 EZ5318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9264155084(NAD 83) EZ5318_MARKER: N = NAIL EZ5318_SETTING: 0 = UNSPECIFIED SETTING EZ5318_MARK LOGO: CGS EZ5318 EZ5318 HISTORY - Date Condition Report By EZ5318 HISTORY - 1918 MONUMENTED CGS EZ5318 HISTORY - 1961 MARK NOT FOUND CGS EZ5318 EZ5318 STATION DESCRIPTION EZ5318 EZ5318'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MS) EZ5318'ABOUT 1.6 MILES SOUTH OF RAILWAY STATION AT APEX, ON SECOND CURVE OF EZ5318'SEABOARD AIR LINE RAILWAY SOUTH OF APEX, ON PROLONGATION OF TANGENT EZ5318'TO LEFT RAIL TOWARD APEX, IN CULTIVATED FIELD, ABOUT 100 METERS (328 EZ5318'FT) WEST OF TRACK, 130 METERS (427 FT) NORTH OF ROAD CROSSING, AND EZ5318'20 METERS (66 FT) SOUTH OF WAGON ROAD. EZ5318'STATION MARKED BY NAIL IN TOP OF 4-BY-4 INCH POST PROJECTING EZ5318'1 FOOT ABOVE GROUND. EZ5318' EZ5318'REFERENCE MARK IS RAILROAD SPIKE IN SOUTHEAST FACE OF EZ5318'LARGE OAK TREE, AND 139.5 METERS EZ5318'(458 FT) FROM STATION N 84 MIN 56 MIN E. EZ5318 EZ5318 STATION RECOVERY (1961) EZ5318 EZ5318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WCF) EZ5318'STATION AND REFERENCE MARK DESTROYED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5345 *********************************************************************** EZ5345 DESIGNATION - DOR EZ5345 PID - EZ5345 EZ5345 STATE/COUNTY- NC/WAKE EZ5345 USGS QUAD - NEW HILL (1983) EZ5345 EZ5345 *CURRENT SURVEY CONTROL EZ5345 ___________________________________________________________________ EZ5345* NAD 83(1986)- 35 42 45.65418(N) 078 52 33.37613(W) ADJUSTED EZ5345* NAVD 88 - 126.60 (+/-2cm) 415.4 (feet) VERTCON EZ5345 ___________________________________________________________________ EZ5345 LAPLACE CORR- -5.44 (seconds) DEFLEC99 EZ5345 GEOID HEIGHT- -32.18 (meters) GEOID03 EZ5345 EZ5345 HORZ ORDER - SECOND EZ5345 VERT ORDER - THIRD ? (See Below) EZ5345 EZ5345.The North Carolina HARNS have been completed but, EZ5345.due to contractual restrictions, coordinates for these stations EZ5345.will NOT be published in the near future. In the interim, the EZ5345.published coordinates in North Carolina will not be EZ5345.consistent with the Continuously Operating Reference Stations EZ5345.(CORS). The HARN coordinates for these stations are available EZ5345.upon request. Contact Gary Thompson(919-733-3836). EZ5345. EZ5345.In addition, the published North Carolina positions EZ5345.(NAD 83 (1986)) are NOT consistent with those determined in EZ5345.adjacent state readjustments. The discontinuity between stations EZ5345.located in North Carolina and those in adjacent states EZ5345.which have been adjusted to the HARN may be as much as 5 EZ5345.decimeters. This will result in a significant loss of accuracy EZ5345.over lines crossing such state borders. EZ5345 EZ5345 EZ5345.The horizontal coordinates were established by classical geodetic methods EZ5345.and adjusted by the National Geodetic Survey in July 1986. EZ5345 EZ5345.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5345.The vertical order pertains to the NGVD 29 superseded value. EZ5345 EZ5345.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5345 EZ5345.The geoid height was determined by GEOID03. EZ5345 EZ5345; North East Units Scale Factor Converg. EZ5345;SPC NC - 217,730.200 620,826.487 MT 0.99990486 +0 04 17.8 EZ5345;SPC NC - 714,336.50 2,036,828.23 sFT 0.99990486 +0 04 17.8 EZ5345;UTM 17 - 3,954,160.927 692,142.809 MT 1.00005496 +1 14 24.9 EZ5345 EZ5345! - Elev Factor x Scale Factor = Combined Factor EZ5345!SPC NC - 0.99998518 x 0.99990486 = 0.99989004 EZ5345!UTM 17 - 0.99998518 x 1.00005496 = 1.00004014 EZ5345 EZ5345: Primary Azimuth Mark Grid Az EZ5345:SPC NC - DOP 029 33 36.6 EZ5345:UTM 17 - DOP 028 23 29.5 EZ5345 EZ5345|---------------------------------------------------------------------| EZ5345| PID Reference Object Distance Geod. Az | EZ5345| dddmmss.s | EZ5345| EZ5318 DOP APPROX. 1.0 KM 0293754.4 | EZ5345| EZ6154 DOR RM 23.170 METERS 15240 | EZ5345|---------------------------------------------------------------------| EZ5345 EZ5345 SUPERSEDED SURVEY CONTROL EZ5345 EZ5345 NAD 27 - 35 42 45.09100(N) 078 52 34.34000(W) AD( ) 2 EZ5345 NGVD 29 (07/19/86) 126.85 (m) 416.2 (f) LEVELING 3 EZ5345 EZ5345.Superseded values are not recommended for survey control. EZ5345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5345.See file dsdata.txt to determine how the superseded data were derived. EZ5345 EZ5345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9214354161(NAD 83) EZ5345_MARKER: DS = TRIANGULATION STATION DISK EZ5345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5345_MARK LOGO: CGS EZ5345 EZ5345 HISTORY - Date Condition Report By EZ5345 HISTORY - 1918 MONUMENTED CGS EZ5345 HISTORY - 1935 GOOD CGS EZ5345 HISTORY - 1961 MARK NOT FOUND CGS EZ5345 EZ5345 STATION DESCRIPTION EZ5345 EZ5345'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MS) EZ5345'ABOUT 2.5 MILES SOUTH OF RAILWAY STATION AT APEX, AT END OF SECOND EZ5345'CURVE OF SEABOARD AIR LINE RAILWAY SOUTH OF APEX, ON PROLONGATION OF EZ5345'TANGENT TO LEFT RAIL FROM APEX, 115 METERS (377 FT) NORTH OF ROAD EZ5345'CROSSING, 100 METERS (328 FT) NORTH OF SMALL CABIN, AND 8.8 METERS EZ5345'(29 FT) EAST OF RAIL. EZ5345'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE. EZ5345'UNDERGROUND MARK IS NAIL IN CONCRETE. EZ5345' EZ5345'REFERENCE MARK IS SPIKE IN NORTHWEST FACE OF LARGE OAK TREE, EZ5345'AND 23.17 METERS (76.0 FT) FROM STATION S 27 DEG 20 MIN E. EZ5345' EZ5345'STATION DOS (SEE DESCRIPTION AND GEOGRAPHIC POSITION THEREOF) IS EZ5345'VISIBLE FROM GROUND S 39 DEG 44 MIN W. EZ5345 EZ5345 STATION RECOVERY (1935) EZ5345 EZ5345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 EZ5345'IN 1935, SURFACE MARK WAS RECOVERED AND REDESCRIBED AS FOLLOWS-- EZ5345'ABOUT 2-1/4 MILES SOUTHWEST OF RAILWAY STATION AT APEX, ABOUT 125 EZ5345'YARDS NORTH OF SOUTH END OF THIRD CURVE SOUTHWEST OF APEX, ABOUT EZ5345'117 YARDS NORTHEAST OF ROAD CROSSING, ABOUT 110 YARDS NORTH OF EZ5345'JAMES BAILEYS SMALL COTTAGE, ABOUT 85 YARDS NORTHEAST OF BLOCK EZ5345'SIGNAL 173.0, AND 30.3 FT EAST OF EAST RAIL. EZ5345 EZ5345 STATION RECOVERY (1961) EZ5345 EZ5345'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WCF) EZ5345'STATION SURFACE MARKER DESTROYED. REFERENCE MARK IN GOOD CONDITION. EZ5345'SURFACE MARKER APPEARED TO BE DESTROYED, DID NOT TRY TO UNCOVER EZ5345'UNDERGROUND MARKER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6546 *********************************************************************** EZ6546 DESIGNATION - DORTON EZ6546 PID - EZ6546 EZ6546 STATE/COUNTY- NC/WAKE EZ6546 USGS QUAD - RALEIGH WEST (1988) EZ6546 EZ6546 *CURRENT SURVEY CONTROL EZ6546 ___________________________________________________________________ EZ6546* NAD 83(1986)- 35 47 41.38767(N) 078 42 34.37797(W) ADJUSTED EZ6546* NAVD 88 - 150.8 (meters) 495. (feet) VERTCON EZ6546 ___________________________________________________________________ EZ6546 LAPLACE CORR- -6.91 (seconds) DEFLEC99 EZ6546 GEOID HEIGHT- -32.58 (meters) GEOID03 EZ6546 EZ6546 HORZ ORDER - SECOND EZ6546 EZ6546.The North Carolina HARNS have been completed but, EZ6546.due to contractual restrictions, coordinates for these stations EZ6546.will NOT be published in the near future. In the interim, the EZ6546.published coordinates in North Carolina will not be EZ6546.consistent with the Continuously Operating Reference Stations EZ6546.(CORS). The HARN coordinates for these stations are available EZ6546.upon request. Contact Gary Thompson(919-733-3836). EZ6546. EZ6546.In addition, the published North Carolina positions EZ6546.(NAD 83 (1986)) are NOT consistent with those determined in EZ6546.adjacent state readjustments. The discontinuity between stations EZ6546.located in North Carolina and those in adjacent states EZ6546.which have been adjusted to the HARN may be as much as 5 EZ6546.decimeters. This will result in a significant loss of accuracy EZ6546.over lines crossing such state borders. EZ6546 EZ6546 EZ6546.The horizontal coordinates were established by classical geodetic methods EZ6546.and adjusted by the National Geodetic Survey in December 1992. EZ6546 EZ6546.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6546 EZ6546.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6546 EZ6546.The geoid height was determined by GEOID03. EZ6546 EZ6546; North East Units Scale Factor Converg. EZ6546;SPC NC - 226,875.488 635,854.773 MT 0.99991741 +0 10 03.5 EZ6546;SPC NC - 744,340.66 2,086,133.53 sFT 0.99991741 +0 10 03.5 EZ6546;UTM 17 - 3,963,613.008 706,983.810 MT 1.00012795 +1 20 24.4 EZ6546 EZ6546! - Elev Factor x Scale Factor = Combined Factor EZ6546!SPC NC - 0.99998144 x 0.99991741 = 0.99989885 EZ6546!UTM 17 - 0.99998144 x 1.00012795 = 1.00010938 EZ6546 EZ6546 SUPERSEDED SURVEY CONTROL EZ6546 EZ6546 NGVD 29 (12/28/92) 151.1 (m) 496. (f) VERT ANG EZ6546 EZ6546.Superseded values are not recommended for survey control. EZ6546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6546.See file dsdata.txt to determine how the superseded data were derived. EZ6546 EZ6546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0698463613(NAD 83) EZ6546_MARKER: DE = TRAVERSE STATION DISK EZ6546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6546_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6546_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ6546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6546+STABILITY: SURFACE MOTION EZ6546_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ6546+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2005 EZ6546 EZ6546 HISTORY - Date Condition Report By EZ6546 HISTORY - 1983 MONUMENTED NCGS EZ6546 HISTORY - 20050129 GOOD USPSQD EZ6546 EZ6546 STATION DESCRIPTION EZ6546 EZ6546'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (CEH) EZ6546'THE STATION IS LOCATED ABOUT 6.6 KM (4.1 MI) EZ6546'WEST-NORTHWEST OF RALEIGH, AT THE N.C. STATE EZ6546'FAIRGROUNDS IN GRASSY MEDIAN WHICH EXIST BETWEEN THE LANES LEADING EZ6546'FROM BLUE RIDGE ROAD TO DORTON ARENA AND ABOUT 300 FEET EZ6546'EAST-NORTHEAST OF DORTON ARENA. EZ6546' EZ6546'TO REACH THE STATION FROM THE GATE BY THE SCOTT BUILDING AT BLUE EZ6546'RIDGE ROAD, GO WEST FOR 0.2 KM (0.15 MI) ON PAVED STREET TO STATION EZ6546'ON LEFT AS DESCRIBED. EZ6546' EZ6546'THE STATION IS A STANDARD NCGS DISK EZ6546'STAMPED---DORTON 1983---, EZ6546'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6546'25 CM IN DIAMETER RECESSED 5 CM BELOW GROUND. LOCATED EZ6546'3.75 METERS (12.3 FT) NORTH FROM THE NORTH CURB OF EAST BOUND LANE, EZ6546'7.10 METERS (23.3 FT) SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF EZ6546'ELECTRICAL CABINET BASE, EZ6546'11.16 METERS (36.6 FT) EAST FROM THE SOUTHEAST CORNER OF ELECTRICAL EZ6546'CABINET BASE, EZ6546'11.22 METERS (36.8 FT) SOUTHEAST FROM A 14 INCH WATER OAK WITH EZ6546'REFERENCE TAG. EZ6546' EZ6546'THE STATION MARK IS LEVEL WITH THE PAVEMENT. EZ6546 EZ6546 STATION RECOVERY (2005) EZ6546 EZ6546'RECOVERY NOTE BY US POWER SQUADRON 2005 (ED) EZ6546'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0598 *********************************************************************** EZ0598 DESIGNATION - DOS=D 21 EZ0598 PID - EZ0598 EZ0598 STATE/COUNTY- NC/WAKE EZ0598 USGS QUAD - NEW HILL (1983) EZ0598 EZ0598 *CURRENT SURVEY CONTROL EZ0598 ___________________________________________________________________ EZ0598* NAD 83(1986)- 35 42 11.52760(N) 078 53 08.16018(W) ADJUSTED EZ0598* NAVD 88 - 120.812 (meters) 396.36 (feet) POSTED EZ0598 ___________________________________________________________________ EZ0598 LAPLACE CORR- -5.65 (seconds) DEFLEC99 EZ0598 GEOID HEIGHT- -32.17 (meters) GEOID03 EZ0598 DYNAMIC HT - 120.710 (meters) 396.03 (feet) COMP EZ0598 MODELED GRAV- 979,764.9 (mgal) NAVD 88 EZ0598 EZ0598 HORZ ORDER - SECOND EZ0598 VERT ORDER - * POSTED, Code A , SEE BELOW EZ0598 EZ0598.The North Carolina HARNS have been completed but, EZ0598.due to contractual restrictions, coordinates for these stations EZ0598.will NOT be published in the near future. In the interim, the EZ0598.published coordinates in North Carolina will not be EZ0598.consistent with the Continuously Operating Reference Stations EZ0598.(CORS). The HARN coordinates for these stations are available EZ0598.upon request. Contact Gary Thompson(919-733-3836). EZ0598. EZ0598.In addition, the published North Carolina positions EZ0598.(NAD 83 (1986)) are NOT consistent with those determined in EZ0598.adjacent state readjustments. The discontinuity between stations EZ0598.located in North Carolina and those in adjacent states EZ0598.which have been adjusted to the HARN may be as much as 5 EZ0598.decimeters. This will result in a significant loss of accuracy EZ0598.over lines crossing such state borders. EZ0598 EZ0598 EZ0598.The horizontal coordinates were established by classical geodetic methods EZ0598.and adjusted by the National Geodetic Survey in July 1986. EZ0598 EZ0598.The orthometric height was determined by differential leveling EZ0598.and adjusted by the National Geodetic Survey in 1992. EZ0598.* This is a POSTED BENCH MARK height. Code A indicates a distribution EZ0598.rate of 0.0 thru 1.0 mm/km. EZ0598 EZ0598.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0598 EZ0598.The geoid height was determined by GEOID03. EZ0598 EZ0598.The dynamic height is computed by dividing the NAVD 88 EZ0598.geopotential number by the normal gravity value computed on the EZ0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0598.degrees latitude (g = 980.6199 gals.). EZ0598 EZ0598.The modeled gravity was interpolated from observed gravity values. EZ0598 EZ0598; North East Units Scale Factor Converg. EZ0598;SPC NC - 216,677.455 619,953.451 MT 0.99990355 +0 03 57.7 EZ0598;SPC NC - 710,882.62 2,033,963.95 sFT 0.99990355 +0 03 57.7 EZ0598;UTM 17 - 3,953,090.439 691,291.296 MT 1.00005093 +1 14 03.5 EZ0598 EZ0598! - Elev Factor x Scale Factor = Combined Factor EZ0598!SPC NC - 0.99998609 x 0.99990355 = 0.99988964 EZ0598!UTM 17 - 0.99998609 x 1.00005093 = 1.00003702 EZ0598 EZ0598: Primary Azimuth Mark Grid Az EZ0598:SPC NC - DOR 039 40 07.4 EZ0598:UTM 17 - DOR 038 30 01.6 EZ0598 EZ0598|---------------------------------------------------------------------| EZ0598| PID Reference Object Distance Geod. Az | EZ0598| dddmmss.s | EZ0598| EZ5345 DOR APPROX. 1.4 KM 0394405.1 | EZ0598| EZ5346 DOT 434.888 METERS 2294915.0 | EZ0598| EZ6155 DOS RM 25.100 METERS 27808 | EZ0598|---------------------------------------------------------------------| EZ0598 EZ0598 SUPERSEDED SURVEY CONTROL EZ0598 EZ0598 NAD 27 - 35 42 10.96400(N) 078 53 09.12200(W) AD( ) 2 EZ0598 NGVD 29 (??/??/92) 121.060 (m) 397.18 (f) ADJ UNCH 1 2 EZ0598 EZ0598.Superseded values are not recommended for survey control. EZ0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0598.See file dsdata.txt to determine how the superseded data were derived. EZ0598 EZ0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9129153090(NAD 83) EZ0598_MARKER: DS = TRIANGULATION STATION DISK EZ0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0598_STAMPING: DOS 1918 D 21 EZ0598_MARK LOGO: CGS EZ0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0598+STABILITY: SURFACE MOTION EZ0598 EZ0598 HISTORY - Date Condition Report By EZ0598 HISTORY - 1918 MONUMENTED CGS EZ0598 HISTORY - 1935 GOOD CGS EZ0598 HISTORY - 1960 MARK NOT FOUND CGS EZ0598 EZ0598 STATION DESCRIPTION EZ0598 EZ0598'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MS) EZ0598'ABOUT 3.2 MILES SOUTH OF RAILWAY STATION AT APEX, AT BEGINNING OF EZ0598'THIRD CURVE OF SEABOARD AIR LINE RAILWAY SOUTH OF APEX, ON EZ0598'PROLONGATION OF TANGENT TO RIGHT RAIL TOWARD APEX, 4.74 METERS EZ0598'(15.6 FEET) EAST OF EAST RAIL, 70 METERS (230 FEET) SOUTH OF NEGRO EZ0598'HOUSE ON OPPOSITE SIDE OF TRACK, AND 6 METERS (20 FEET) NORTH OF EZ0598'ROAD CROSSING. EZ0598'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE. EZ0598'UNDERGROUND MARK IS NAIL IN CONCRETE. EZ0598' EZ0598'REFERENCE MARK IS STANDARD REFERENCE DISK IN CONCRETE. EZ0598'ON OPPOSITE SIDE OF TRACK, 1 METER (3 FEET) SOUTH OF EZ0598'TELEGRAPH POLE, AND 25.10 METERS (82.3 FEET) EZ0598'FROM STATION IN N 81 DEG 52 MIN W. EZ0598' EZ0598'STATION DOR (SEE DESCRIPTION AND GEOGRAPHIC POSITION THEREOF) EZ0598'IS VISIBLE FROM GROUND N 39 DEG 44 MIN E. EZ0598' EZ0598 EZ0598 STATION RECOVERY (1935) EZ0598 EZ0598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 EZ0598'IN 1935, SURFACE MARK WAS RECOVERED AND FURTHUR DESCRIBED AS BEING EZ0598'ABOUT 0.2 MILE SOUTH OF MILEPOST 174 AND ABOUT 12 YARDS NORTH OF EZ0598'CENTER LINE OF ROAD CROSSING. EZ0598 EZ0598 STATION RECOVERY (1960) EZ0598 EZ0598'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 EZ0598'3 MI SW FROM APEX. EZ0598'3 MILES SOUTHWEST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE EZ0598'STATION AT APEX, AT THE BEGINNING OF THE THIRD CURVE SOUTHWEST OF EZ0598'THE STATION, ON THE PROLONGATION OF THE EAST RAIL OF THE SOUTH EZ0598'TANGENT, 75 YARDS SOUTH OF A NEGRO HOUSE ON THE OPPOSITE SIDE OF EZ0598'THE TRACK, 6 YARDS NORTH OF A ROAD CROSSING, AND 15 1/2-FEET EAST EZ0598'OF THE EAST RAIL. STANDARD TRAINGULATION STATION DISK SET IN THE EZ0598'TOP OF A CONCRETE POST. NOTE-- AREA ALONG THE RR HAS BEEN EZ0598'BULL-DOZED AND COMPLETELY CHANGED SO THE MONUMENT IS PROBABLY EZ0598'DESTROYED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5346 *********************************************************************** EZ5346 DESIGNATION - DOT EZ5346 PID - EZ5346 EZ5346 STATE/COUNTY- NC/WAKE EZ5346 USGS QUAD - NEW HILL (1983) EZ5346 EZ5346 *CURRENT SURVEY CONTROL EZ5346 ___________________________________________________________________ EZ5346* NAD 83(1986)- 35 42 02.42365(N) 078 53 21.37701(W) ADJUSTED EZ5346* NAVD 88 - 107. (meters) 351. (feet) SCALED EZ5346 ___________________________________________________________________ EZ5346 LAPLACE CORR- -5.72 (seconds) DEFLEC99 EZ5346 GEOID HEIGHT- -32.16 (meters) GEOID03 EZ5346 EZ5346 HORZ ORDER - SECOND EZ5346 EZ5346.The North Carolina HARNS have been completed but, EZ5346.due to contractual restrictions, coordinates for these stations EZ5346.will NOT be published in the near future. In the interim, the EZ5346.published coordinates in North Carolina will not be EZ5346.consistent with the Continuously Operating Reference Stations EZ5346.(CORS). The HARN coordinates for these stations are available EZ5346.upon request. Contact Gary Thompson(919-733-3836). EZ5346. EZ5346.In addition, the published North Carolina positions EZ5346.(NAD 83 (1986)) are NOT consistent with those determined in EZ5346.adjacent state readjustments. The discontinuity between stations EZ5346.located in North Carolina and those in adjacent states EZ5346.which have been adjusted to the HARN may be as much as 5 EZ5346.decimeters. This will result in a significant loss of accuracy EZ5346.over lines crossing such state borders. EZ5346 EZ5346 EZ5346.The horizontal coordinates were established by classical geodetic methods EZ5346.and adjusted by the National Geodetic Survey in July 1986. EZ5346 EZ5346.The orthometric height was scaled from a topographic map. EZ5346 EZ5346.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5346 EZ5346.The geoid height was determined by GEOID03. EZ5346 EZ5346; North East Units Scale Factor Converg. EZ5346;SPC NC - 216,396.518 619,621.539 MT 0.99990320 +0 03 50.1 EZ5346;SPC NC - 709,960.91 2,032,875.00 sFT 0.99990320 +0 03 50.1 EZ5346;UTM 17 - 3,952,802.751 690,965.132 MT 1.00004940 +1 13 55.5 EZ5346 EZ5346! - Elev Factor x Scale Factor = Combined Factor EZ5346!SPC NC - 0.99998829 x 0.99990320 = 0.99989149 EZ5346!UTM 17 - 0.99998829 x 1.00004940 = 1.00003769 EZ5346 EZ5346: Primary Azimuth Mark Grid Az EZ5346:SPC NC - DOS=D 21 049 45 17.2 EZ5346:UTM 17 - DOS=D 21 048 35 11.8 EZ5346 EZ5346|---------------------------------------------------------------------| EZ5346| PID Reference Object Distance Geod. Az | EZ5346| dddmmss.s | EZ5346| EZ0598 DOS=D 21 434.888 METERS 0494907.3 | EZ5346| EZ6156 DOT RM 18.300 METERS 21918 | EZ5346|---------------------------------------------------------------------| EZ5346 EZ5346 SUPERSEDED SURVEY CONTROL EZ5346 EZ5346 NAD 27 - 35 42 01.86000(N) 078 53 22.33800(W) AD( ) 2 EZ5346 EZ5346.Superseded values are not recommended for survey control. EZ5346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5346.See file dsdata.txt to determine how the superseded data were derived. EZ5346 EZ5346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9096552803(NAD 83) EZ5346_MARKER: N = NAIL EZ5346_SETTING: 0 = UNSPECIFIED SETTING EZ5346_MARK LOGO: CGS EZ5346 EZ5346 HISTORY - Date Condition Report By EZ5346 HISTORY - 1918 MONUMENTED CGS EZ5346 EZ5346 STATION DESCRIPTION EZ5346 EZ5346'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MS) EZ5346'ABOUT 3.5 MILES SOUTH OF RAILWAY STATION AT APEX, NEAR END OF THIRD EZ5346'CURVE OF SEABOARD AIR LINE RAILWAY SOUTH OF APEX, ON PROLONGATION OF EZ5346'TANGENT TO LEFT RAIL FROM APEX, 12.8 METERS (42 FEET) EAST OF EAST EZ5346'RAIL, IN COTTON FIELD, 6 METERS (20 FEET) NORTH OF WHISTLE POST, EZ5346'AND 50 METERS (164 FEET) SOUTH OF NEGRO DWELLING. EZ5346'STATION MARKED BY NAIL IN TOP OF 4 BY 4 INCH POST WHICH EZ5346'PROJECTS 1 FOOT ABOVE GROUND. EZ5346' EZ5346'REFERENCE MARK (NOT DESCRIBED) IS ABOUT 25 METERS (82 FEET) EAST EZ5346'OF TRACK, AND 18.3 METERS (60 FEET) EZ5346'FROM STATION S 39 DEG 18 MIN W. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4479 *********************************************************************** EZ4479 DESIGNATION - DOUG JONES EZ4479 PID - EZ4479 EZ4479 STATE/COUNTY- NC/WAKE EZ4479 USGS QUAD - ROLESVILLE (1993) EZ4479 EZ4479 *CURRENT SURVEY CONTROL EZ4479 ___________________________________________________________________ EZ4479* NAD 83(1986)- 35 57 15.92484(N) 078 27 16.76880(W) ADJUSTED EZ4479* NAVD 88 - 133.4 (meters) 438. (feet) VERTCON EZ4479 ___________________________________________________________________ EZ4479 LAPLACE CORR- -7.03 (seconds) DEFLEC99 EZ4479 GEOID HEIGHT- -33.22 (meters) GEOID03 EZ4479 EZ4479 HORZ ORDER - SECOND EZ4479 EZ4479.The North Carolina HARNS have been completed but, EZ4479.due to contractual restrictions, coordinates for these stations EZ4479.will NOT be published in the near future. In the interim, the EZ4479.published coordinates in North Carolina will not be EZ4479.consistent with the Continuously Operating Reference Stations EZ4479.(CORS). The HARN coordinates for these stations are available EZ4479.upon request. Contact Gary Thompson(919-733-3836). EZ4479. EZ4479.In addition, the published North Carolina positions EZ4479.(NAD 83 (1986)) are NOT consistent with those determined in EZ4479.adjacent state readjustments. The discontinuity between stations EZ4479.located in North Carolina and those in adjacent states EZ4479.which have been adjusted to the HARN may be as much as 5 EZ4479.decimeters. This will result in a significant loss of accuracy EZ4479.over lines crossing such state borders. EZ4479 EZ4479 EZ4479.The horizontal coordinates were established by classical geodetic methods EZ4479.and adjusted by the National Geodetic Survey in July 1986. EZ4479 EZ4479.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4479 EZ4479.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4479 EZ4479.The geoid height was determined by GEOID03. EZ4479 EZ4479; North East Units Scale Factor Converg. EZ4479;SPC NC - 244,678.985 658,796.721 MT 0.99994767 +0 18 53.1 EZ4479;SPC NC - 802,750.97 2,161,402.24 sFT 0.99994767 +0 18 53.1 EZ4479;UTM 17 - 3,981,888.411 729,561.199 MT 1.00024939 +1 29 42.5 EZ4479 EZ4479! - Elev Factor x Scale Factor = Combined Factor EZ4479!SPC NC - 0.99998427 x 0.99994767 = 0.99993194 EZ4479!UTM 17 - 0.99998427 x 1.00024939 = 1.00023366 EZ4479 EZ4479: Primary Azimuth Mark Grid Az EZ4479:SPC NC - JIM AVERY 352 34 05.6 EZ4479:UTM 17 - JIM AVERY 351 23 16.2 EZ4479 EZ4479|---------------------------------------------------------------------| EZ4479| PID Reference Object Distance Geod. Az | EZ4479| dddmmss.s | EZ4479| EZ4480 JIM AVERY APPROX. 0.8 KM 3525258.7 | EZ4479|---------------------------------------------------------------------| EZ4479 EZ4479 SUPERSEDED SURVEY CONTROL EZ4479 EZ4479 NAD 27 - 35 57 15.37342(N) 078 27 17.77053(W) AD( ) 2 EZ4479 NGVD 29 (07/19/86) 133.7 (m) 439. (f) VERT ANG EZ4479 EZ4479.Superseded values are not recommended for survey control. EZ4479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4479.See file dsdata.txt to determine how the superseded data were derived. EZ4479 EZ4479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2956181888(NAD 83) EZ4479_MARKER: DE = TRAVERSE STATION DISK EZ4479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4479_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4479_MAGNETIC: N = NO MAGNETIC MATERIAL EZ4479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4479+STABILITY: SURFACE MOTION EZ4479_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ4479+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2004 EZ4479 EZ4479 HISTORY - Date Condition Report By EZ4479 HISTORY - 1978 MONUMENTED NCGS EZ4479 HISTORY - 20041203 GOOD USPSQD EZ4479 EZ4479 STATION DESCRIPTION EZ4479 EZ4479'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ4479'THE STATION IS LOCATED APPROXIMATELY 2.2 MILES NORTH OF ROLESVILLE AND EZ4479'3.4 MILES SOUTHEAST OF WAKE FOREST. EZ4479' EZ4479'TO REACH THE STATION FROM THE INTERSECTION OF US 401 WITH SR 1945 IN EZ4479'ROLESVILLE, PROCEED NORTHERLY ALONG SR 1945 FOR 2.15 MILES TO STATION EZ4479'ON THE LEFT, IN FRONT YARD OF DOUG JONES TWO STORY FLAGSTONE HOUSE, EZ4479'BETWEEN SOUTH AND MIDDLE DRIVEWAYS AND 0.5 MILE SOUTH OF INTERSECTION EZ4479'WITH NC 98. EZ4479' EZ4479'STATION MARK IS A STANDARD DISK STAMPED---DOUG JONES 1978---SET IN THE EZ4479'TOP OF A CONCRETE CYLINDER WHICH IS 2 INCHES BELOW THE GROUND SURFACE. EZ4479'THE MARK IS 178.4 FEET WEST OF CENTERLINE OF SR 1945, 11.2 FEET EZ4479'NORTH OF CENTERLINE OF SOUTH DRIVEWAY, 60.7 FEET SOUTHEAST OF EZ4479'SOUTHEAST CORNER OF RESIDENCE, 10.6 FEET SOUTHWEST OF 10 INCH MAPLE EZ4479'WITH REFERENCE TAG, 31.2 FEET NORTHWEST OF 10 INCH MAPLE WITH EZ4479'REFERENCE TAG AND 59.5 FEET EAST OF 18 INCH PIN OAK WITH REFERENCE TAG EZ4479'. EZ4479 EZ4479 STATION RECOVERY (2004) EZ4479 EZ4479'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ4479'WS 84 EZ4479'N35 57.265 EZ4479'W078 27.278 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4402 *********************************************************************** EZ4402 DESIGNATION - DOVE EZ4402 PID - EZ4402 EZ4402 STATE/COUNTY- NC/WAKE EZ4402 USGS QUAD - ZEBULON (1981) EZ4402 EZ4402 *CURRENT SURVEY CONTROL EZ4402 ___________________________________________________________________ EZ4402* NAD 83(1986)- 35 49 00.42520(N) 078 22 07.97236(W) ADJUSTED EZ4402* NAVD 88 - 95.9 (meters) 315. (feet) VERTCON EZ4402 ___________________________________________________________________ EZ4402 LAPLACE CORR- -4.93 (seconds) DEFLEC99 EZ4402 GEOID HEIGHT- -33.91 (meters) GEOID03 EZ4402 EZ4402 HORZ ORDER - SECOND EZ4402 EZ4402.The North Carolina HARNS have been completed but, EZ4402.due to contractual restrictions, coordinates for these stations EZ4402.will NOT be published in the near future. In the interim, the EZ4402.published coordinates in North Carolina will not be EZ4402.consistent with the Continuously Operating Reference Stations EZ4402.(CORS). The HARN coordinates for these stations are available EZ4402.upon request. Contact Gary Thompson(919-733-3836). EZ4402. EZ4402.In addition, the published North Carolina positions EZ4402.(NAD 83 (1986)) are NOT consistent with those determined in EZ4402.adjacent state readjustments. The discontinuity between stations EZ4402.located in North Carolina and those in adjacent states EZ4402.which have been adjusted to the HARN may be as much as 5 EZ4402.decimeters. This will result in a significant loss of accuracy EZ4402.over lines crossing such state borders. EZ4402 EZ4402 EZ4402.The horizontal coordinates were established by classical geodetic methods EZ4402.and adjusted by the National Geodetic Survey in July 1986. EZ4402 EZ4402.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4402 EZ4402.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4402 EZ4402.The geoid height was determined by GEOID03. EZ4402 EZ4402; North East Units Scale Factor Converg. EZ4402;SPC NC - 229,454.184 666,631.665 MT 0.99992111 +0 21 51.3 EZ4402;SPC NC - 752,800.94 2,187,107.39 sFT 0.99992111 +0 21 51.3 EZ4402;UTM 17 - 3,966,822.842 737,710.327 MT 1.00029634 +1 32 25.6 EZ4402 EZ4402! - Elev Factor x Scale Factor = Combined Factor EZ4402!SPC NC - 0.99999027 x 0.99992111 = 0.99991138 EZ4402!UTM 17 - 0.99999027 x 1.00029634 = 1.00028661 EZ4402 EZ4402: Primary Azimuth Mark Grid Az EZ4402:SPC NC - CITGO 269 23 19.5 EZ4402:UTM 17 - CITGO 268 12 45.2 EZ4402 EZ4402|---------------------------------------------------------------------| EZ4402| PID Reference Object Distance Geod. Az | EZ4402| dddmmss.s | EZ4402| EZ4436 CITGO APPROX. 0.6 KM 2694510.8 | EZ4402|---------------------------------------------------------------------| EZ4402 EZ4402 SUPERSEDED SURVEY CONTROL EZ4402 EZ4402 NAD 27 - 35 48 59.86904(N) 078 22 08.97028(W) AD( ) 2 EZ4402 NGVD 29 (07/19/86) 96.2 (m) 316. (f) VERT ANG EZ4402 EZ4402.Superseded values are not recommended for survey control. EZ4402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4402.See file dsdata.txt to determine how the superseded data were derived. EZ4402 EZ4402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3771066823(NAD 83) EZ4402_MARKER: DE = TRAVERSE STATION DISK EZ4402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4402_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4402_STAMPING: DOVE 1969 EZ4402_MARK LOGO: NCGS EZ4402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4402+STABILITY: SURFACE MOTION EZ4402 EZ4402 HISTORY - Date Condition Report By EZ4402 HISTORY - 1969 MONUMENTED NCGS EZ4402 HISTORY - 20050425 MARK NOT FOUND USPSQD EZ4402 EZ4402 STATION DESCRIPTION EZ4402 EZ4402'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ4402'DOVE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ4402'VICINITY OF ZEBULON, NORTH CAROLINA. EZ4402' EZ4402'DOVE IS LOCATED APPROXIMATELY 3.2 MILES WEST OF ZEBULON. TO EZ4402'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 64 BYPASS EZ4402'AND U.S. 64 BUSINESS AT WEST END OF ZEBULON, GO WEST ON U.S. 64 EZ4402'BYPASS FOR 2.4 MILES TO INTERSECTION OF U.S. 64 BYPASS AND SR EZ4402'2368, CONTINUE ON U.S. 64 BYPASS FOR 0.4 MILE TO STATION ON SOUTH EZ4402'SIDE OF ROAD ON BANK NEAR EDGE OF TREES. EZ4402' EZ4402'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED DOVE EZ4402'1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EZ4402'1 INCH BELOW THE SURFACE OF THE GROUND. EZ4402' EZ4402'MARK IS EZ4402' EZ4402'53.5 FT S OF C/L OF U.S. 64 BYPASS EZ4402' EZ4402'25.2 FT NE OF 4 INCH PINE WITH ALUMINUM REF. TAG EZ4402' EZ4402'10.3 FT NNE OF 8 INCH PINE WITH ALUMINUM REF. TAG EZ4402' EZ4402'17.1 FT WNW OF 8 INCH PINE WITH ALUMINUM REF. TAG EZ4402' EZ4402'117.5 FT S OF SW CORNER OF FENCE AROUND CEMETERY EZ4402' EZ4402'118.1 FT SSW OF SE CORNER OF FENCE AROUND CEMETERY EZ4402 EZ4402 STATION RECOVERY (2005) EZ4402 EZ4402'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ4402'MARK NOT FOUND 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0597 *********************************************************************** EZ0597 DESIGNATION - DOV=F 21 EZ0597 PID - EZ0597 EZ0597 STATE/COUNTY- NC/WAKE EZ0597 USGS QUAD - NEW HILL (1983) EZ0597 EZ0597 *CURRENT SURVEY CONTROL EZ0597 ___________________________________________________________________ EZ0597* NAD 83(1986)- 35 41 29.64950(N) 078 54 48.87666(W) ADJUSTED EZ0597* NAVD 88 - 108.310 (meters) 355.35 (feet) POSTED EZ0597 ___________________________________________________________________ EZ0597 LAPLACE CORR- -5.94 (seconds) DEFLEC99 EZ0597 GEOID HEIGHT- -32.09 (meters) GEOID03 EZ0597 DYNAMIC HT - 108.220 (meters) 355.05 (feet) COMP EZ0597 MODELED GRAV- 979,768.0 (mgal) NAVD 88 EZ0597 EZ0597 HORZ ORDER - SECOND EZ0597 VERT ORDER - * POSTED, Code A , SEE BELOW EZ0597 EZ0597.The North Carolina HARNS have been completed but, EZ0597.due to contractual restrictions, coordinates for these stations EZ0597.will NOT be published in the near future. In the interim, the EZ0597.published coordinates in North Carolina will not be EZ0597.consistent with the Continuously Operating Reference Stations EZ0597.(CORS). The HARN coordinates for these stations are available EZ0597.upon request. Contact Gary Thompson(919-733-3836). EZ0597. EZ0597.In addition, the published North Carolina positions EZ0597.(NAD 83 (1986)) are NOT consistent with those determined in EZ0597.adjacent state readjustments. The discontinuity between stations EZ0597.located in North Carolina and those in adjacent states EZ0597.which have been adjusted to the HARN may be as much as 5 EZ0597.decimeters. This will result in a significant loss of accuracy EZ0597.over lines crossing such state borders. EZ0597 EZ0597 EZ0597.The horizontal coordinates were established by classical geodetic methods EZ0597.and adjusted by the National Geodetic Survey in July 1986. EZ0597 EZ0597.The orthometric height was determined by differential leveling EZ0597.and adjusted by the National Geodetic Survey in 1992. EZ0597.* This is a POSTED BENCH MARK height. Code A indicates a distribution EZ0597.rate of 0.0 thru 1.0 mm/km. EZ0597 EZ0597.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0597 EZ0597.The geoid height was determined by GEOID03. EZ0597 EZ0597.The dynamic height is computed by dividing the NAVD 88 EZ0597.geopotential number by the normal gravity value computed on the EZ0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0597.degrees latitude (g = 980.6199 gals.). EZ0597 EZ0597.The modeled gravity was interpolated from observed gravity values. EZ0597 EZ0597; North East Units Scale Factor Converg. EZ0597;SPC NC - 215,384.321 617,422.911 MT 0.99990197 +0 02 59.6 EZ0597;SPC NC - 706,640.06 2,025,661.67 sFT 0.99990197 +0 02 59.6 EZ0597;UTM 17 - 3,951,745.799 688,787.284 MT 1.00003921 +1 13 03.4 EZ0597 EZ0597! - Elev Factor x Scale Factor = Combined Factor EZ0597!SPC NC - 0.99998804 x 0.99990197 = 0.99989001 EZ0597!UTM 17 - 0.99998804 x 1.00003921 = 1.00002725 EZ0597 EZ0597|---------------------------------------------------------------------| EZ0597| PID Reference Object Distance Geod. Az | EZ0597| dddmmss.s | EZ0597| EZ6157 DOV RM 20.000 METERS 06711 | EZ0597|---------------------------------------------------------------------| EZ0597 EZ0597 SUPERSEDED SURVEY CONTROL EZ0597 EZ0597 NAD 27 - 35 41 29.08600(N) 078 54 49.83300(W) AD( ) 2 EZ0597 NGVD 29 (??/??/92) 108.567 (m) 356.19 (f) ADJ UNCH 1 2 EZ0597 EZ0597.Superseded values are not recommended for survey control. EZ0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0597.See file dsdata.txt to determine how the superseded data were derived. EZ0597 EZ0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8878751746(NAD 83) EZ0597_MARKER: DS = TRIANGULATION STATION DISK EZ0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0597_STAMPING: DOV 1918 EZ0597_MARK LOGO: CGS EZ0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0597+STABILITY: SURFACE MOTION EZ0597 EZ0597 HISTORY - Date Condition Report By EZ0597 HISTORY - 1918 MONUMENTED CGS EZ0597 HISTORY - 1957 MARK NOT FOUND CGS EZ0597 HISTORY - 1964 MARK NOT FOUND CGS EZ0597 HISTORY - 1974 GOOD NGS EZ0597 EZ0597 STATION DESCRIPTION EZ0597 EZ0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MS) EZ0597'ABOUT 1 MILE NORTH OF RAILWAY STATION AT NEWHILL, AT ABOUT MIDDLE EZ0597'POINT OF FIRST CURVE OF SEABOARD AIR LINE RAILWAY NORTH OF NEWHILL, EZ0597'ON PROLONGATION OF TANGENT TO LEFT RAIL TOWARD NEWHILL, AT EAST SIDE EZ0597'OF HIGHWAY, 50 METERS (164 FEET) NORTH OF ROAD CROSSING, 70 METERS EZ0597'(230 FEET) SOUTH OF NEGRO DWELLING ON SAME SIDE OF TRACK, AND ABOUT EZ0597'15 METERS (49 FEET) WEST OF WEST RAIL. EZ0597'SURFACE MARK WAS STANDARD DISK STATION MARK IN CONCRETE EZ0597'UNDERGROUND MARK WAS NAIL IN CONCRETE. EZ0597' EZ0597'REFERENCE MARK WAS STANDARD REFERENCE EZ0597'DISK IN CONCRETE, ABOUT 10 METERS (33 FEET) WEST OF TRACK, AND EZ0597'20.0 METERS (66 FEET) FROM STATION N 67 DEG 11 MIN E. EZ0597'STATION WAS NOT RECOVERED IN 1933. EZ0597 EZ0597 STATION RECOVERY (1957) EZ0597 EZ0597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCE) EZ0597'STATION WAS NOT FOUND. EZ0597' EZ0597'ACCORDING TO THE 1918 MEASUREMENTS ABOUT 4 FT OF FILL DIRT HAS BEEN EZ0597'REMOVED AT THE STATION AND REFERENCE MARK SITES. EZ0597' EZ0597'THIS IS A TRAVERSE STATION. EZ0597 EZ0597 STATION RECOVERY (1964) EZ0597 EZ0597'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AMS) EZ0597'OLD TOPLESS MONUMENT FOUND APPROXIMATELY 10M SW OF FARRAR RM 2, 40 M EZ0597'NE RR CROSSING, 15M W OF WEST RAIL, SEABOARD AIRLINE RAILROAD. EZ0597'PARTIAL MONUMENT WAS EXCAVATED IN SEARCH OF SUB SURFACE MARKER. NO EZ0597'SUB SURFACE MARKER WAS RECOVERED. BELIEVE THIS TO BE DOV RM 1. EZ0597'DESTROYED. EZ0597 EZ0597 STATION RECOVERY (1974) EZ0597 EZ0597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 EZ0597'0.8 MI NE FROM NEW HILL. EZ0597'0.75 MILES NORTHEAST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE EZ0597'STATION AT NEW HILL, AT THE MIDDLE OF THE FIRST CURVE NORTHEAST EZ0597'OF THE STATION, ON THE PROLONGATION OF THE WEST RAIL OF THE NORTH EZ0597'TANGENT, ABOUT 230 FEET SOUTH OF A DWELLING, 165 FEET NORTH OF A EZ0597'ROAD CROSSING, 50 FEET WEST OF THE WEST RAIL OF THE TRACK, AND AT EZ0597'THE EAST SIDE OF A HIGHWAY. EZ0597'STATION IS A STANDARD TRIANGULATION STATION DISK, EZ0597'SET IN TOP OF CONCRETE POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1151 *********************************************************************** EZ1151 DESIGNATION - DOWNS EZ1151 PID - EZ1151 EZ1151 STATE/COUNTY- NC/WAKE EZ1151 USGS QUAD - APEX (1993) EZ1151 EZ1151 *CURRENT SURVEY CONTROL EZ1151 ___________________________________________________________________ EZ1151* NAD 83(1986)- 35 44 21.40327(N) 078 47 55.25389(W) ADJUSTED EZ1151* NAVD 88 - 115.054 (meters) 377.47 (feet) ADJUSTED EZ1151 ___________________________________________________________________ EZ1151 LAPLACE CORR- -5.83 (seconds) DEFLEC99 EZ1151 GEOID HEIGHT- -32.36 (meters) GEOID03 EZ1151 DYNAMIC HT - 114.954 (meters) 377.14 (feet) COMP EZ1151 MODELED GRAV- 979,766.9 (mgal) NAVD 88 EZ1151 EZ1151 HORZ ORDER - SECOND EZ1151 VERT ORDER - SECOND CLASS II EZ1151 EZ1151.The North Carolina HARNS have been completed but, EZ1151.due to contractual restrictions, coordinates for these stations EZ1151.will NOT be published in the near future. In the interim, the EZ1151.published coordinates in North Carolina will not be EZ1151.consistent with the Continuously Operating Reference Stations EZ1151.(CORS). The HARN coordinates for these stations are available EZ1151.upon request. Contact Gary Thompson(919-733-3836). EZ1151. EZ1151.In addition, the published North Carolina positions EZ1151.(NAD 83 (1986)) are NOT consistent with those determined in EZ1151.adjacent state readjustments. The discontinuity between stations EZ1151.located in North Carolina and those in adjacent states EZ1151.which have been adjusted to the HARN may be as much as 5 EZ1151.decimeters. This will result in a significant loss of accuracy EZ1151.over lines crossing such state borders. EZ1151 EZ1151 EZ1151.The horizontal coordinates were established by classical geodetic methods EZ1151.and adjusted by the National Geodetic Survey in July 1986. EZ1151 EZ1151.The orthometric height was determined by differential leveling EZ1151.and adjusted by the National Geodetic Survey in June 1991. EZ1151 EZ1151.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1151 EZ1151.The geoid height was determined by GEOID03. EZ1151 EZ1151.The dynamic height is computed by dividing the NAVD 88 EZ1151.geopotential number by the normal gravity value computed on the EZ1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1151.degrees latitude (g = 980.6199 gals.). EZ1151 EZ1151.The modeled gravity was interpolated from observed gravity values. EZ1151 EZ1151; North East Units Scale Factor Converg. EZ1151;SPC NC - 220,692.413 627,810.710 MT 0.99990870 +0 06 58.3 EZ1151;SPC NC - 724,055.02 2,059,742.30 sFT 0.99990870 +0 06 58.3 EZ1151;UTM 17 - 3,957,265.562 699,066.268 MT 1.00008833 +1 17 10.3 EZ1151 EZ1151! - Elev Factor x Scale Factor = Combined Factor EZ1151!SPC NC - 0.99998702 x 0.99990870 = 0.99989572 EZ1151!UTM 17 - 0.99998702 x 1.00008833 = 1.00007535 EZ1151 EZ1151: Primary Azimuth Mark Grid Az EZ1151:SPC NC - TURN 114 31 26.5 EZ1151:UTM 17 - TURN 113 21 14.5 EZ1151 EZ1151|---------------------------------------------------------------------| EZ1151| PID Reference Object Distance Geod. Az | EZ1151| dddmmss.s | EZ1151| EZ1068 TURN APPROX. 0.5 KM 1143824.8 | EZ1151|---------------------------------------------------------------------| EZ1151 EZ1151 SUPERSEDED SURVEY CONTROL EZ1151 EZ1151 NAD 27 - 35 44 20.85626(N) 078 47 56.23168(W) AD( ) 2 EZ1151 NGVD 29 (??/??/92) 115.310 (m) 378.31 (f) ADJ UNCH 2 2 EZ1151 EZ1151.Superseded values are not recommended for survey control. EZ1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1151.See file dsdata.txt to determine how the superseded data were derived. EZ1151 EZ1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9906657266(NAD 83) EZ1151_MARKER: DE = TRAVERSE STATION DISK EZ1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1151_SP_SET: CONCRETE POST EZ1151_STAMPING: DOWNS 1967 EZ1151_MARK LOGO: NCGS EZ1151_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1151+STABILITY: SURFACE MOTION EZ1151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ1151+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2004 EZ1151 EZ1151 HISTORY - Date Condition Report By EZ1151 HISTORY - 1967 MONUMENTED NCGS EZ1151 HISTORY - 1975 GOOD NCGS EZ1151 HISTORY - 1979 GOOD NCGS EZ1151 HISTORY - 1984 GOOD NCGS EZ1151 HISTORY - 1984 GOOD NCGS EZ1151 HISTORY - 1987 GOOD USPSQD EZ1151 HISTORY - 20041209 GOOD GEOCAC EZ1151 EZ1151 STATION DESCRIPTION EZ1151 EZ1151'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1151'DOWNS IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1151'IN THE VICINITY OF APEX, NORTH CAROLINA. EZ1151' EZ1151'DOWNS IS LOCATED APPROXIMATELY 3.0 MILES ENE OF THE CENTER OF EZ1151'APEX. TO REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 64 AND EZ1151'U.S. 1, GO WEST ON U.S. 64 FOR 0.35 MILES TO STATION. WHICH IS ON EZ1151'THE NORTH BANK OF U.S. 64, AT SOUTH SIDE OF BOARD FENCE BETWEEN EZ1151'9TH AND 10TH POST WEST OF WEST SIDE OF ENTRANCE TO MAC GREGOR EZ1151'DOWNS SUB-DIVISION. EZ1151' EZ1151'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1151'DOWNS 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1151'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ1151' EZ1151'MARK IS EZ1151' EZ1151'93.2 FT NNE OF C/L OF U.S. 64 EZ1151' EZ1151'93.0 FT WNW OF SW CORNER OF WESTERNMOST STONE PILLAR WITH EZ1151'STREET LAMP AT W SIDE OF ENTRANCE TO MAC GREGORS DOWNS EZ1151' EZ1151'129.3 FT NW OF W END OF CULVERT UNDER DRIVEWAY TO MAC GREGOR DOWNS EZ1151' EZ1151'17.2 FT W OF 8TH POST W OF W SIDE OF DRIVEWAY TO MAC GREGOR EZ1151'DOWNS, AND WITH ALUMINUM REF. TAG EZ1151' EZ1151'8.4 FT SW OF 9TH POST W OF W SIDE OF DRIVEWAY TO MAC GREGOR EZ1151'DOWNS, AND WITH ALUMINUM REF. TAG EZ1151' EZ1151'9.7 FT SSE OF 10TH POST W OF W SIDE OF DRIVEWAY TO MAC GREGOR EZ1151'DOWNS, AND WITH ALUMINUM REF. TAG EZ1151' EZ1151'7.4 FT S OF BOARD FENCE FOR MAC GREGOR DOWNS EZ1151 EZ1151 STATION RECOVERY (1975) EZ1151 EZ1151'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EZ1151'3 MI ENE FROM APEX. EZ1151'DOWNS IS LOCATED APPROXIMATELY 9.5 MILES WEST OF STATE CAPITOL EZ1151'BUILDING IN RALEIGH. TO REACH STATION FROM THE JUNCTION OF EZ1151'U.S. 1 AND U.S. 64 (WEST) EAST OF APEX, PROCEED WEST ALONG U.S. EZ1151'64 FOR 0.35 MILE TO STATION ON RIGHT AT A RAIL FENCE AT ENTRANCE EZ1151'TO MAC GREGOR DOWNS, 92.5 FT NNE OF C/L U.S. 64, 93.0 FT WNW EZ1151'OF SW CORNER OF WESTERNMOST STONE PILLAR WITH LAMP AT ENTRANCE EZ1151'TO MAC GREGOR DOWNS, 6.7 FT SOUTH OF THE RAIL FENCE, 16.6 FT EZ1151'WEST OF 8TH POST WEST OF ENTRANCE ROAD, 7.6 FT SW OF 9TH POST EZ1151'WEST OF ENTRANCE ROAD, AND 9.0 FT SSE OF 10TH POST WEST OF ENTRANCE EZ1151'ROAD. DISK IS SET IN TOP OF CONCRETE CYLINDER 1 INCH BELOW EZ1151'THE GROUND. EZ1151 EZ1151 STATION RECOVERY (1979) EZ1151 EZ1151'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EZ1151'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ1151 EZ1151 STATION RECOVERY (1984) EZ1151 EZ1151'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ1151'THE STATION WAS RECOVERED AT THIS DATE. EZ1151'MARK IS IN GOOD CONDITION AS DESCRIBED. EZ1151' EZ1151'STATION IS ALSO A BENCH MARK. EZ1151 EZ1151 STATION RECOVERY (1984) EZ1151 EZ1151'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ1151'RECOVERED IN GOOD CONDITION. EZ1151 EZ1151 STATION RECOVERY (1987) EZ1151 EZ1151'RECOVERY NOTE BY US POWER SQUADRON 1987 (LJG) EZ1151'RECOVERED IN GOOD CONDITION. EZ1151 EZ1151 STATION RECOVERY (2004) EZ1151 EZ1151'RECOVERY NOTE BY GEOCACHING 2004 (PFF) EZ1151'FOUND AS DESCRIBED AT N35 44.357, W078 47.918 PLUS/MINUS 17FT. WOODEN EZ1151'FENCE HAS BEEN REMOVED. DISK IS LOCATED 60.1 FEET NORTHEAST (041 EZ1151'MAGNETIC) FROM A SPEED LIMIT SIGN. 25.2 FEET WNW (285 MAGNETIC) FROM A EZ1151'CREPE MYRTLE TREE, AND 34.9 FEET SSW (210 MAGNETIC) FROM A MAGNOLIA EZ1151'TREE. ALSO 48.7 FEET SSW (290 MAGNETIC) FROM THE SW CORNER OF A 5-FT EZ1151'TALL STONE PILLAR. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7484 *********************************************************************** AE7484 DESIGNATION - DRESSER AE7484 PID - AE7484 AE7484 STATE/COUNTY- NC/WAKE AE7484 USGS QUAD - RALEIGH EAST (1993) AE7484 AE7484 *CURRENT SURVEY CONTROL AE7484 ___________________________________________________________________ AE7484* NAD 83(1986)- 35 50 22.78805(N) 078 36 04.35256(W) ADJUSTED AE7484* NAVD 88 - 84.421 (meters) 276.97 (feet) ADJUSTED AE7484 ___________________________________________________________________ AE7484 LAPLACE CORR- -7.59 (seconds) DEFLEC99 AE7484 GEOID HEIGHT- -32.93 (meters) GEOID03 AE7484 DYNAMIC HT - 84.348 (meters) 276.73 (feet) COMP AE7484 MODELED GRAV- 979,774.6 (mgal) NAVD 88 AE7484 AE7484 HORZ ORDER - SECOND AE7484 VERT ORDER - SECOND CLASS II AE7484 AE7484.The North Carolina HARNS have been completed but, AE7484.due to contractual restrictions, coordinates for these stations AE7484.will NOT be published in the near future. In the interim, the AE7484.published coordinates in North Carolina will not be AE7484.consistent with the Continuously Operating Reference Stations AE7484.(CORS). The HARN coordinates for these stations are available AE7484.upon request. Contact Gary Thompson(919-733-3836). AE7484. AE7484.In addition, the published North Carolina positions AE7484.(NAD 83 (1986)) are NOT consistent with those determined in AE7484.adjacent state readjustments. The discontinuity between stations AE7484.located in North Carolina and those in adjacent states AE7484.which have been adjusted to the HARN may be as much as 5 AE7484.decimeters. This will result in a significant loss of accuracy AE7484.over lines crossing such state borders. AE7484 AE7484 AE7484.The horizontal coordinates were established by classical geodetic methods AE7484.and adjusted by the National Geodetic Survey in February 1998. AE7484 AE7484.The orthometric height was determined by differential leveling AE7484.and adjusted by the National Geodetic Survey in September 1998. AE7484 AE7484.The Laplace correction was computed from DEFLEC99 derived deflections. AE7484 AE7484.The geoid height was determined by GEOID03. AE7484 AE7484.The dynamic height is computed by dividing the NAVD 88 AE7484.geopotential number by the normal gravity value computed on the AE7484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7484.degrees latitude (g = 980.6199 gals.). AE7484 AE7484.The modeled gravity was interpolated from observed gravity values. AE7484 AE7484; North East Units Scale Factor Converg. AE7484;SPC NC - 231,883.574 645,627.532 MT 0.99992512 +0 13 48.6 AE7484;SPC NC - 760,771.36 2,118,196.33 sFT 0.99992512 +0 13 48.6 AE7484;UTM 17 - 3,968,821.428 716,654.177 MT 1.00017843 +1 24 18.3 AE7484 AE7484! - Elev Factor x Scale Factor = Combined Factor AE7484!SPC NC - 0.99999192 x 0.99992512 = 0.99991704 AE7484!UTM 17 - 0.99999192 x 1.00017843 = 1.00017035 AE7484 AE7484 SUPERSEDED SURVEY CONTROL AE7484 AE7484 NGVD 29 (02/27/98) 84.70 (m) 277.9 (f) LEVELING 3 AE7484 AE7484.Superseded values are not recommended for survey control. AE7484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7484.See file dsdata.txt to determine how the superseded data were derived. AE7484 AE7484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1665468821(NAD 83) AE7484_MARKER: DH = HORIZONTAL CONTROL DISK AE7484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7484_STAMPING: DRESSER 1987 AE7484_MARK LOGO: NCGS AE7484_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7484+STABILITY: SURFACE MOTION AE7484 AE7484 HISTORY - Date Condition Report By AE7484 HISTORY - 1987 MONUMENTED NCGS AE7484 HISTORY - 19870101 GOOD NCGS AE7484 AE7484 STATION DESCRIPTION AE7484 AE7484'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7484'STATION IS LOCATED ABOUT 7.4 KM (4.60 MI) NORTH-NORTHEAST OF CAPITAL AE7484'SQUARE IN RALEIGH. ALONG ATLANTIC AVENUE FOR 2.8 KM (1.75 MI) NORTH AE7484'FROM THE CLIFF BENSON BELTLINE OVERPASS, TO HARROD STREET (WEST) AND A AE7484'DIRT DRIVE (EAST), IN THE SOUTHEAST QUADRANT, AND IN THE NORTHWEST AE7484'CORNER OF THE R.L. DRESSER PROPERTY. MARK IS RECESSED 2 CM BELOW AE7484'GROUND AND IS LEVEL WITH ROAD. LOCATED 5.3 M (17.4 FT) EAST OF THE AE7484'CENTERLINE OF THE NORTH BOUND LANE, 7.8 M (25.6 FT) SOUTH OF THE AE7484'CENTER OF A DIRT DRIVE (EAST), 19.1 M (62.7 FT) NORTHWEST OF THE AE7484'NORTHWEST CORNER OF AN OFFICE BUILDING, 25.3 M (83.0 FT) AE7484'NORTH-NORTHWEST OF A FLAG POLE, 46.6 M (152.9 FT) NORTH OF A FIRE AE7484'HYDRANT, AND 8.5 M (27.9 FT) NORTH A POWER POLE WITH TWO TRANSFORMERS AE7484'AND A REFERENCE TAG. AE7484 AE7484 STATION RECOVERY (1987) AE7484 AE7484'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7484'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5425 *********************************************************************** EZ5425 DESIGNATION - DRIVE EZ5425 PID - EZ5425 EZ5425 STATE/COUNTY- NC/WAKE EZ5425 USGS QUAD - CARY (1993) EZ5425 EZ5425 *CURRENT SURVEY CONTROL EZ5425 ___________________________________________________________________ EZ5425* NAD 83(1986)- 35 50 58.02769(N) 078 47 56.20767(W) ADJUSTED EZ5425* NAVD 88 - 107.42 (+/-2cm) 352.4 (feet) VERTCON EZ5425 ___________________________________________________________________ EZ5425 LAPLACE CORR- -5.95 (seconds) DEFLEC99 EZ5425 GEOID HEIGHT- -32.08 (meters) GEOID03 EZ5425 EZ5425 HORZ ORDER - SECOND EZ5425 VERT ORDER - THIRD ? (See Below) EZ5425 EZ5425.The North Carolina HARNS have been completed but, EZ5425.due to contractual restrictions, coordinates for these stations EZ5425.will NOT be published in the near future. In the interim, the EZ5425.published coordinates in North Carolina will not be EZ5425.consistent with the Continuously Operating Reference Stations EZ5425.(CORS). The HARN coordinates for these stations are available EZ5425.upon request. Contact Gary Thompson(919-733-3836). EZ5425. EZ5425.In addition, the published North Carolina positions EZ5425.(NAD 83 (1986)) are NOT consistent with those determined in EZ5425.adjacent state readjustments. The discontinuity between stations EZ5425.located in North Carolina and those in adjacent states EZ5425.which have been adjusted to the HARN may be as much as 5 EZ5425.decimeters. This will result in a significant loss of accuracy EZ5425.over lines crossing such state borders. EZ5425 EZ5425 EZ5425.The horizontal coordinates were established by classical geodetic methods EZ5425.and adjusted by the National Geodetic Survey in July 1986. EZ5425 EZ5425.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5425.The vertical order pertains to the NGVD 29 superseded value. EZ5425 EZ5425.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5425 EZ5425.The geoid height was determined by GEOID03. EZ5425 EZ5425; North East Units Scale Factor Converg. EZ5425;SPC NC - 232,915.647 627,761.990 MT 0.99992689 +0 06 57.8 EZ5425;SPC NC - 764,157.42 2,059,582.46 sFT 0.99992689 +0 06 57.8 EZ5425;UTM 17 - 3,969,487.323 698,767.553 MT 1.00008686 +1 17 22.1 EZ5425 EZ5425! - Elev Factor x Scale Factor = Combined Factor EZ5425!SPC NC - 0.99998818 x 0.99992689 = 0.99991507 EZ5425!UTM 17 - 0.99998818 x 1.00008686 = 1.00007503 EZ5425 EZ5425 SUPERSEDED SURVEY CONTROL EZ5425 EZ5425 NAD 27 - 35 50 57.50093(N) 078 47 57.18694(W) AD( ) 2 EZ5425 NGVD 29 (07/19/86) 107.67 (m) 353.2 (f) LEVELING 3 EZ5425 EZ5425.Superseded values are not recommended for survey control. EZ5425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5425.See file dsdata.txt to determine how the superseded data were derived. EZ5425 EZ5425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9876869487(NAD 83) EZ5425_MARKER: DE = TRAVERSE STATION DISK EZ5425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5425_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5425_STAMPING: DRIVE 1967 EZ5425_MARK LOGO: NCGS EZ5425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5425+STABILITY: SURFACE MOTION EZ5425 EZ5425 HISTORY - Date Condition Report By EZ5425 HISTORY - 1967 MONUMENTED NCGS EZ5425 HISTORY - 1969 SEE DESCRIPTION NCGS EZ5425 EZ5425 STATION DESCRIPTION EZ5425 EZ5425'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (GBM) EZ5425'DRIVE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ5425'THE VICINITY OF MORRISVILLE, NORTH CAROLINA. EZ5425' EZ5425'DRIVE IS LOCATED APPROXIMATELY 2.4 MILES ENE OF MORRISVILLE AND 1.8 EZ5425'MILES SW OF RALEIGH-DURHAM AIRPORT. TO REACH STATION PROCEED FROM EZ5425'THE INTERSECTION OF SR 1002 EAST WITH NC 54 IN MORRISVILLE. GO EZ5425'EASTERLY ON SR 1002 FOR 2.45 MILES TO A ONE STORY FRAME HOUSE ON EZ5425'LEFT (NW), AND STATION. STATION IS IN THE NORTHEAST SECTION OF EZ5425'YARD, NORTHWEST OF SR 1002 AND ON THE SOUTH SIDE OF DRIVEWAY TO EZ5425'HOUSE. EZ5425' EZ5425'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED DRIVE EZ5425'1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EZ5425'FLUSH WITH THE SURFACE OF THE GROUND. EZ5425' EZ5425'MARK IS-- EZ5425'53.8 FEET NW OF C/L OF SR 1002. EZ5425'24.8 FEET SE OF 8 INCH BLACK OAK TREE WITH ALUMINUM REF. TAG. EZ5425'28.2 FEET SE OF 9 INCH BLACK OAK TREE WITH ALUMINUM REF. TAG. EZ5425'13.0 FEET SE OF C/L OF DRIVEWAY. EZ5425'31.2 FEET SSE OF 3 INCH WHITE OAK WITH ALUMINUM REF. TAG. EZ5425 EZ5425 STATION RECOVERY (1969) EZ5425 EZ5425'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1969 (WCF) EZ5425'STATION DESTROYED. DRIVE 2 1970 ESTABLISHED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0935 *********************************************************************** EZ0935 DESIGNATION - DRIVE 2 EZ0935 PID - EZ0935 EZ0935 STATE/COUNTY- NC/WAKE EZ0935 USGS QUAD - CARY (1993) EZ0935 EZ0935 *CURRENT SURVEY CONTROL EZ0935 ___________________________________________________________________ EZ0935* NAD 83(1986)- 35 50 59.37648(N) 078 47 55.03228(W) ADJUSTED EZ0935* NAVD 88 - 108.068 (meters) 354.55 (feet) ADJUSTED EZ0935 ___________________________________________________________________ EZ0935 LAPLACE CORR- -5.95 (seconds) DEFLEC99 EZ0935 GEOID HEIGHT- -32.08 (meters) GEOID03 EZ0935 DYNAMIC HT - 107.977 (meters) 354.25 (feet) COMP EZ0935 MODELED GRAV- 979,794.1 (mgal) NAVD 88 EZ0935 EZ0935 HORZ ORDER - SECOND EZ0935 VERT ORDER - SECOND CLASS 0 EZ0935 EZ0935.The North Carolina HARNS have been completed but, EZ0935.due to contractual restrictions, coordinates for these stations EZ0935.will NOT be published in the near future. In the interim, the EZ0935.published coordinates in North Carolina will not be EZ0935.consistent with the Continuously Operating Reference Stations EZ0935.(CORS). The HARN coordinates for these stations are available EZ0935.upon request. Contact Gary Thompson(919-733-3836). EZ0935. EZ0935.In addition, the published North Carolina positions EZ0935.(NAD 83 (1986)) are NOT consistent with those determined in EZ0935.adjacent state readjustments. The discontinuity between stations EZ0935.located in North Carolina and those in adjacent states EZ0935.which have been adjusted to the HARN may be as much as 5 EZ0935.decimeters. This will result in a significant loss of accuracy EZ0935.over lines crossing such state borders. EZ0935 EZ0935 EZ0935.The horizontal coordinates were established by classical geodetic methods EZ0935.and adjusted by the National Geodetic Survey in July 1986. EZ0935 EZ0935.The orthometric height was determined by differential leveling EZ0935.and adjusted by the National Geodetic Survey in June 1991. EZ0935 EZ0935.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0935 EZ0935.The geoid height was determined by GEOID03. EZ0935 EZ0935.The dynamic height is computed by dividing the NAVD 88 EZ0935.geopotential number by the normal gravity value computed on the EZ0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0935.degrees latitude (g = 980.6199 gals.). EZ0935 EZ0935.The modeled gravity was interpolated from observed gravity values. EZ0935 EZ0935; North East Units Scale Factor Converg. EZ0935;SPC NC - 232,957.275 627,791.397 MT 0.99992696 +0 06 58.4 EZ0935;SPC NC - 764,293.99 2,059,678.94 sFT 0.99992696 +0 06 58.4 EZ0935;UTM 17 - 3,969,529.551 698,796.107 MT 1.00008700 +1 17 22.9 EZ0935 EZ0935! - Elev Factor x Scale Factor = Combined Factor EZ0935!SPC NC - 0.99998807 x 0.99992696 = 0.99991503 EZ0935!UTM 17 - 0.99998807 x 1.00008700 = 1.00007507 EZ0935 EZ0935: Primary Azimuth Mark Grid Az EZ0935:SPC NC - STIRRUP 207 07 27.1 EZ0935:UTM 17 - STIRRUP 205 57 02.6 EZ0935 EZ0935|---------------------------------------------------------------------| EZ0935| PID Reference Object Distance Geod. Az | EZ0935| dddmmss.s | EZ0935| EZ0934 STIRRUP APPROX. 0.7 KM 2071425.5 | EZ0935|---------------------------------------------------------------------| EZ0935 EZ0935 SUPERSEDED SURVEY CONTROL EZ0935 EZ0935 NAD 27 - 35 50 58.85015(N) 078 47 56.01222(W) AD( ) 2 EZ0935 NGVD 29 (??/??/92) 108.32 (m) 355.4 (f) COMPUTED 2 0 EZ0935 EZ0935.Superseded values are not recommended for survey control. EZ0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0935.See file dsdata.txt to determine how the superseded data were derived. EZ0935 EZ0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9879669530(NAD 83) EZ0935_MARKER: DE = TRAVERSE STATION DISK EZ0935_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND EZ0935_SP_SET: CONCRETE POST EZ0935_STAMPING: DRIVE 2 1970 EZ0935_MARK LOGO: NCGS EZ0935_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ0935_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ0935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ0935+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2004 EZ0935 EZ0935 HISTORY - Date Condition Report By EZ0935 HISTORY - 1970 MONUMENTED NCGS EZ0935 HISTORY - 1973 GOOD NCGS EZ0935 HISTORY - 1973 GOOD NCGS EZ0935 HISTORY - 1979 GOOD NGS EZ0935 HISTORY - 1984 GOOD NCGS EZ0935 HISTORY - 1984 GOOD NCGS EZ0935 HISTORY - 1985 GOOD USPSQD EZ0935 HISTORY - 1985 GOOD USPSQD EZ0935 HISTORY - 1987 GOOD USPSQD EZ0935 HISTORY - 1988 GOOD USPSQD EZ0935 HISTORY - 19910424 GOOD USPSQD EZ0935 HISTORY - 20030307 GOOD USPSQD EZ0935 HISTORY - 20040902 POOR NCGS EZ0935 EZ0935 STATION DESCRIPTION EZ0935 EZ0935'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ0935'DRIVE 2 IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ0935'NORTHWEST WAKE COUNTY. EZ0935' EZ0935'DRIVE 2 IS LOCATED APPROXIMATELY 10.1 MILES WNW OF RALEIGH AND EZ0935'2.5 MILES NNE OF MORRISVILLE. STATION IS AT THE SOUTHEAST CORNER OF EZ0935'BRIDGE ABUTMENT ON SR 1002 OVER NEW NC 54. EZ0935' EZ0935'STATION MARK IS A PRECAST MONUMENT WITH A STANDARD N.C. BRASS EZ0935'TRAVERSE DISK, STAMPED DRIVE 2 1970, SET IN THE TOP WHICH IS FLUSH EZ0935'WITH THE SURFACE OF THE GROUND. EZ0935' EZ0935'MARK IS-- EZ0935'34.6 FEET E OF C/L OF MEDIAN OF SR 1002. EZ0935'13.5 FEET SE OF BOTTOM OF SOUTHEAST CORNER OF BRIDGE RAILING. EZ0935'67.7 FEET ESE OF BOTTOM OF SW CORNER OF BRIDGE RAILING. EZ0935'7.8 FEET E OF TOP OF SECOND RAIL POST. EZ0935'8.7 FEET E OF TOP OF GUARD RAIL. EZ0935'5.8 FEET E OF TOP OF MIDDLE OF DRAIN PIPE. EZ0935 EZ0935 STATION RECOVERY (1973) EZ0935 EZ0935'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EZ0935'MARK WAS RECOVERED IN GOOD CONDITION. EZ0935 EZ0935 STATION RECOVERY (1973) EZ0935 EZ0935'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0935'2.5 MI NE FROM MORRISVILLE. EZ0935'DRIVE 2 IS LOCATED APPROXIMATELY 10.2 MILES NNE OF CAPITOL SQUARE EZ0935'IN RALEIGH. STATION IS NEAR THE SE CORNER OF THE SR 1002 BRIDGE EZ0935'OVER I40, APPROXIMATELY 2.3 MILES SE OF DURHAM-WAKE COUNTY LINE EZ0935'CROSSING ON I-40, 34.6 FT SE OF C/L OF MEDIAN OF SR 1002 (ROAD EZ0935'TO MORRISVILLE), 13.5 FT S OF S END OF E BRIDGE RAIL, 08.7 FT EZ0935'SE OF GUARD RAIL, AND 05.8 FT SE OF TOP OF CENTER OF DRAINAGE PIPE. EZ0935'DISK IS SET IN TOP OF A CONCRETE PRECAST PROJECTING 1 INCH ABOVE EZ0935'THE SURFACE OF THE GROUND. EZ0935 EZ0935 STATION RECOVERY (1979) EZ0935 EZ0935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WTD) EZ0935'STATION WAS RECOVERED AS DESCRIBED. EZ0935 EZ0935 STATION RECOVERY (1984) EZ0935 EZ0935'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ0935'THE STATION WAS RECOVERED AT THIS DATE. EZ0935'STATION IS IN GOOD CONDITION AS DESCRIBED EXCEPT FOR THE FOLLOWING EZ0935'CORRECTION. SR 1002 SHOULD BE SR 3015 AND NEW 54 SHOULD BE I 40. EZ0935' EZ0935'NCGS EZ0935 EZ0935 STATION RECOVERY (1984) EZ0935 EZ0935'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ0935'RECOVERED IN GOOD CONDITION. EZ0935 EZ0935 STATION RECOVERY (1985) EZ0935 EZ0935'RECOVERY NOTE BY US POWER SQUADRON 1985 (PC) EZ0935'DRIVE 2 TRIANG TRAVERSE STN FOUND GOOD. EZ0935' EZ0935'150 DEG 24 MIN FM C/L SR 3015 ON BRIDGE OVER US 40. EZ0935' EZ0935'WAKE CO PROJECT NO. 8.1409705 (1969). EZ0935 EZ0935 STATION RECOVERY (1985) EZ0935 EZ0935'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ0935'RECOVERED IN GOOD CONDITION. EZ0935 EZ0935 STATION RECOVERY (1987) EZ0935 EZ0935'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ0935'RECOVERED IN GOOD CONDITION. EZ0935 EZ0935 STATION RECOVERY (1988) EZ0935 EZ0935'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EZ0935'RECOVERED IN GOOD CONDITION. EZ0935 EZ0935 STATION RECOVERY (1991) EZ0935 EZ0935'RECOVERY NOTE BY US POWER SQUADRON 1991 (GS) EZ0935'RECOVERED IN GOOD CONDITION. EZ0935 EZ0935 STATION RECOVERY (2003) EZ0935 EZ0935'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ0935'RECOVERED IN GOOD CONDITION. EZ0935 EZ0935 STATION RECOVERY (2004) EZ0935 EZ0935'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL) EZ0935'STATION RECOVERED AS DESCRIBED WITH THE FOLLOWING UPDATES. STATION IS EZ0935'ON SR 1002 (AVIATION PARKWAY) AND I-40 (EXIT 285) IN THE SOUTH EZ0935'QUADRANT. MARK IS 36.8 FT (11.2 M) SOUTHEAST OF CENTERLINE OF SR 1002 EZ0935'AND ABOUT LEVEL WITH SR 1002. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6647 *********************************************************************** EZ6647 DESIGNATION - DRUID EZ6647 PID - EZ6647 EZ6647 STATE/COUNTY- NC/WAKE EZ6647 USGS QUAD - FUQUAY-VARINA (1993) EZ6647 EZ6647 *CURRENT SURVEY CONTROL EZ6647 ___________________________________________________________________ EZ6647* NAD 83(1986)- 35 34 03.39646(N) 078 48 05.94548(W) ADJUSTED EZ6647* NAVD 88 - 116.1 (meters) 381. (feet) VERTCON EZ6647 ___________________________________________________________________ EZ6647 LAPLACE CORR- -4.73 (seconds) DEFLEC99 EZ6647 GEOID HEIGHT- -32.73 (meters) GEOID03 EZ6647 EZ6647 HORZ ORDER - SECOND EZ6647 EZ6647.The North Carolina HARNS have been completed but, EZ6647.due to contractual restrictions, coordinates for these stations EZ6647.will NOT be published in the near future. In the interim, the EZ6647.published coordinates in North Carolina will not be EZ6647.consistent with the Continuously Operating Reference Stations EZ6647.(CORS). The HARN coordinates for these stations are available EZ6647.upon request. Contact Gary Thompson(919-733-3836). EZ6647. EZ6647.In addition, the published North Carolina positions EZ6647.(NAD 83 (1986)) are NOT consistent with those determined in EZ6647.adjacent state readjustments. The discontinuity between stations EZ6647.located in North Carolina and those in adjacent states EZ6647.which have been adjusted to the HARN may be as much as 5 EZ6647.decimeters. This will result in a significant loss of accuracy EZ6647.over lines crossing such state borders. EZ6647 EZ6647 EZ6647.The horizontal coordinates were established by classical geodetic methods EZ6647.and adjusted by the National Geodetic Survey in March 1993. EZ6647 EZ6647.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6647 EZ6647.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6647 EZ6647.The geoid height was determined by GEOID03. EZ6647 EZ6647; North East Units Scale Factor Converg. EZ6647;SPC NC - 201,646.792 627,580.134 MT 0.99988774 +0 06 52.1 EZ6647;SPC NC - 661,569.52 2,058,985.82 sFT 0.99988774 +0 06 52.1 EZ6647;UTM 17 - 3,938,215.553 699,223.772 MT 1.00008913 +1 16 44.8 EZ6647 EZ6647! - Elev Factor x Scale Factor = Combined Factor EZ6647!SPC NC - 0.99998691 x 0.99988774 = 0.99987465 EZ6647!UTM 17 - 0.99998691 x 1.00008913 = 1.00007604 EZ6647 EZ6647 SUPERSEDED SURVEY CONTROL EZ6647 EZ6647 NGVD 29 (03/10/93) 116.4 (m) 382. (f) VERT ANG EZ6647 EZ6647.Superseded values are not recommended for survey control. EZ6647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6647.See file dsdata.txt to determine how the superseded data were derived. EZ6647 EZ6647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9922438216(NAD 83) EZ6647_MARKER: DE = TRAVERSE STATION DISK EZ6647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6647_SP_SET: CONCRETE POST EZ6647_STAMPING: DRUID 1983 EZ6647_MARK LOGO: NCGS EZ6647_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ6647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6647+STABILITY: SURFACE MOTION EZ6647 EZ6647 HISTORY - Date Condition Report By EZ6647 HISTORY - 1983 MONUMENTED NCGS EZ6647 HISTORY - 20050916 GOOD GEOCAC EZ6647 EZ6647 STATION DESCRIPTION EZ6647 EZ6647'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 EZ6647'STATION IS LOCATED APPROXIMATELY 1.8 KM (1.1 MI) SOUTH OF FUQUAY EZ6647'VARINA. EZ6647'ALONG US 401 (MAIN ST) 1.9 KM (1.2 MI) SOUTH FROM INTERSETION WITH NC EZ6647'42 (ACADEMY ST), APPROXIMATELY 120 METERS (400 FT) SOUTH OF EZ6647'INTERSECTION WITH SR 1100 (WAGSTAFF ROAD), AND ACROSS HIGHWAY FROM EZ6647'TRINITY EPISCOPAL CHURCH. EZ6647'THE STATION IS A STANDARD NCGS DISK STAMPED---DRUID 1983---, SET INTO EZ6647'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 13 CM EZ6647'BELOW GROUND. LOCATED 5.79 METERS (19.0 FT) SOUTHEAST FROM THE EZ6647'CENTERLINE OF HIGHWAY, 11.89 METERS (39.0 FT) NORTHEAST FROM THE NORTH EZ6647'END OF CULVERT UNDER DIRT DRIVE TO BRICK HOME, 11.80 METERS (38.7 FT) EZ6647'SOUTHWEST FROM THE SOUTH END OF CULVERT UNDER PAVED DRIVE TO BLOCK EZ6647'BUILDING, 17.53 METERS (57.5 FT) NORTHWEST FROM THE WEST CORNER OF EZ6647'BLOCK BUILDING, AND ON PROLONGATION SOUTHWEST SIDE 6.61 METERS EZ6647'(21.7 FT) NORTH FROM A 18 INCH OAK, AND 9.05 METERS (29.7 FT) EZ6647'WEST-SOUTHWEST FROM A 15 INCH OAK. EZ6647'STATION IS 0.3 M (1.0 FT) BELOW THE LEVEL OF HIGHWAY. EZ6647 EZ6647 STATION RECOVERY (2005) EZ6647 EZ6647'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ6647'RECOVERED AS DESCRIBED. MARK IS RECESSED 11 INCHES BELOW GROUND. EZ6647' EZ6647' 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0660 *********************************************************************** EZ0660 DESIGNATION - DRY EZ0660 PID - EZ0660 EZ0660 STATE/COUNTY- NC/WAKE EZ0660 USGS QUAD - CARY (1993) EZ0660 EZ0660 *CURRENT SURVEY CONTROL EZ0660 ___________________________________________________________________ EZ0660* NAD 83(1986)- 35 47 01.59381(N) 078 46 52.77637(W) ADJUSTED EZ0660* NAVD 88 - 156.318 (meters) 512.85 (feet) ADJUSTED EZ0660 ___________________________________________________________________ EZ0660 LAPLACE CORR- -6.34 (seconds) DEFLEC99 EZ0660 GEOID HEIGHT- -32.30 (meters) GEOID03 EZ0660 DYNAMIC HT - 156.185 (meters) 512.42 (feet) COMP EZ0660 MODELED GRAV- 979,778.0 (mgal) NAVD 88 EZ0660 EZ0660 HORZ ORDER - SECOND EZ0660 VERT ORDER - FIRST CLASS I EZ0660 EZ0660.The North Carolina HARNS have been completed but, EZ0660.due to contractual restrictions, coordinates for these stations EZ0660.will NOT be published in the near future. In the interim, the EZ0660.published coordinates in North Carolina will not be EZ0660.consistent with the Continuously Operating Reference Stations EZ0660.(CORS). The HARN coordinates for these stations are available EZ0660.upon request. Contact Gary Thompson(919-733-3836). EZ0660. EZ0660.In addition, the published North Carolina positions EZ0660.(NAD 83 (1986)) are NOT consistent with those determined in EZ0660.adjacent state readjustments. The discontinuity between stations EZ0660.located in North Carolina and those in adjacent states EZ0660.which have been adjusted to the HARN may be as much as 5 EZ0660.decimeters. This will result in a significant loss of accuracy EZ0660.over lines crossing such state borders. EZ0660 EZ0660 EZ0660.The horizontal coordinates were established by classical geodetic methods EZ0660.and adjusted by the National Geodetic Survey in March 1998. EZ0660 EZ0660.The orthometric height was determined by differential leveling EZ0660.and adjusted by the National Geodetic Survey in June 1991. EZ0660 EZ0660.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0660 EZ0660.The geoid height was determined by GEOID03. EZ0660 EZ0660.The dynamic height is computed by dividing the NAVD 88 EZ0660.geopotential number by the normal gravity value computed on the EZ0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0660.degrees latitude (g = 980.6199 gals.). EZ0660 EZ0660.The modeled gravity was interpolated from observed gravity values. EZ0660 EZ0660; North East Units Scale Factor Converg. EZ0660;SPC NC - 225,632.475 629,369.601 MT 0.99991560 +0 07 34.4 EZ0660;SPC NC - 740,262.55 2,064,856.77 sFT 0.99991560 +0 07 34.4 EZ0660;UTM 17 - 3,962,237.339 700,524.159 MT 1.00009551 +1 17 51.9 EZ0660 EZ0660! - Elev Factor x Scale Factor = Combined Factor EZ0660!SPC NC - 0.99998054 x 0.99991560 = 0.99989614 EZ0660!UTM 17 - 0.99998054 x 1.00009551 = 1.00007604 EZ0660 EZ0660: Primary Azimuth Mark Grid Az EZ0660:SPC NC - ACADEMY 002 05 01.9 EZ0660:UTM 17 - ACADEMY 000 54 44.4 EZ0660 EZ0660|---------------------------------------------------------------------| EZ0660| PID Reference Object Distance Geod. Az | EZ0660| dddmmss.s | EZ0660| EZ5410 ACADEMY 471.587 METERS 0021236.3 | EZ0660| EZ0662 CARY HIGH 2 104.886 METERS 15458 | EZ0660|---------------------------------------------------------------------| EZ0660 EZ0660 SUPERSEDED SURVEY CONTROL EZ0660 EZ0660 NAD 83(1986)- 35 47 01.58125(N) 078 46 52.76967(W) AD( ) 2 EZ0660 NAD 27 - 35 47 01.05250(N) 078 46 53.75686(W) AD( ) 2 EZ0660 NGVD 29 (??/??/92) 156.574 (m) 513.69 (f) ADJ UNCH 1 1 EZ0660 EZ0660.Superseded values are not recommended for survey control. EZ0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0660.See file dsdata.txt to determine how the superseded data were derived. EZ0660 EZ0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0052462237(NAD 83) EZ0660_MARKER: DE = TRAVERSE STATION DISK EZ0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0660_STAMPING: DRY 1965 EZ0660_MARK LOGO: NCGS EZ0660_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0660+STABILITY: SURFACE MOTION EZ0660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ0660+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2004 EZ0660 EZ0660 HISTORY - Date Condition Report By EZ0660 HISTORY - 1965 MONUMENTED NCGS EZ0660 HISTORY - 1967 GOOD NGS EZ0660 HISTORY - 19931020 GOOD NCGS EZ0660 HISTORY - 20041231 GOOD GEOCAC EZ0660 EZ0660 STATION DESCRIPTION EZ0660 EZ0660'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ0660'DRY IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ0660'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ0660' EZ0660'DRY IS 0.2 MILES S OF CARY. LOCATED 0.2 MILES S ALONG EZ0660'ACADEMY ST. FROM EAST CHATHAM ST. (OLD U.S. 1). APPROXIMATELY EZ0660'300 FT N OF CARY ELEMENTARY SCHOOL ON DRY ST.. ON W SIDE OF EZ0660'ACADEMY ST. AND IN FRONT OF A WHITE HOUSE BETWEEN THE SIDEWALK EZ0660'AND CURB. EZ0660' EZ0660'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ0660'DRY 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ0660'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0660' EZ0660'MARK IS EZ0660' EZ0660'24.2 FT W OF C/L OF ACADEMY ST. EZ0660' EZ0660'33.4 FT N OF PP WITH ALUMINUM REF. TAG EZ0660' EZ0660'24.2 FT N OF C/L OF DRIVEWAY EZ0660' EZ0660'35.2 FT S OF C/L OF ALLEY EZ0660' EZ0660'59.9 FT S OF PP WITH ALUMINUM REF. TAG EZ0660' EZ0660'5.3 FT E OF EDGE OF SIDEWALK EZ0660' EZ0660'58.5 FT SW OF PP WITH ALUMINUM REF. TAG EZ0660' EZ0660'15.3 FT N OF WATER METER EZ0660' EZ0660'25.8 FT SE OF TREE WITH ALUMINUM REF. TAG EZ0660' EZ0660'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ0660 EZ0660 STATION RECOVERY (1967) EZ0660 EZ0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 EZ0660'0.2 MI S FROM CARY. EZ0660'ABOUT 0.25 MILE SOUTH ALONG SOUTH ACADEMY STREET FROM THE SOUTHERN EZ0660'RAILWAY COMPANY RAILROAD STATION AT CARY, 0.15 MILE SOUTH OF THE EZ0660'POST OFFICE AT CARY, 0.1 MILE NORTH OF THE CARY JUNIOR HIGH SCHOOL, EZ0660'24 1/2 FEET WEST OF THE CENTERLINE OF SOUTH ACADEMY STREET, 35 EZ0660'FEET SOUTH OF THE CENTERLINE OF A PAVED ALLEY, 60 FEET SOUTH OF EZ0660'A LIGHT POST, 34 FEET NORTH OF POWER POLE NUMBER 333, 5.6 FEET EZ0660'EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK, ABOUT 8 INCHES EZ0660'ABOVE THE LEVEL OF THE STREET, AND SET IN THE TOP OF A CONCRETE EZ0660'POST ABOUT 1 INCH BELOW THE SURFACE OF THE GROUND. EZ0660 EZ0660 STATION RECOVERY (1993) EZ0660 EZ0660'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB) EZ0660'RECOVERED AS DESCRIBED. THE WHITE HOUSE IS NOW BRICK (NO. 318). MARK EZ0660'IS RECESSED 3-INCHES BELOW GROUND. LOCATED 35.2 FT (10.7 M) SOUTH OF EZ0660'THE CENTER OF THE LIBRARY EXIT DRIVE, AND 58.7 FT (17.9 M) SOUTH OF A EZ0660'POWER POLE WITH A REFERENCE TAG. EZ0660 EZ0660 STATION RECOVERY (2004) EZ0660 EZ0660'RECOVERY NOTE BY GEOCACHING 2004 (PFF) EZ0660'AS DESCRIBED. LIBRARY EXIT ROAD HAS BEEN NAMED CHARLIE GADDY DRIVE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2675 *********************************************************************** EZ2675 DESIGNATION - DUNHAVEN EZ2675 PID - EZ2675 EZ2675 STATE/COUNTY- NC/WAKE EZ2675 USGS QUAD - GARNER (1993) EZ2675 EZ2675 *CURRENT SURVEY CONTROL EZ2675 ___________________________________________________________________ EZ2675* NAD 83(1986)- 35 39 59.45847(N) 078 36 54.34280(W) ADJUSTED EZ2675* NAVD 88 - 86.614 (meters) 284.17 (feet) ADJUSTED EZ2675 ___________________________________________________________________ EZ2675 LAPLACE CORR- -7.33 (seconds) DEFLEC99 EZ2675 GEOID HEIGHT- -33.23 (meters) GEOID03 EZ2675 DYNAMIC HT - 86.538 (meters) 283.92 (feet) COMP EZ2675 MODELED GRAV- 979,749.9 (mgal) NAVD 88 EZ2675 EZ2675 HORZ ORDER - SECOND EZ2675 VERT ORDER - SECOND CLASS I EZ2675 EZ2675.The North Carolina HARNS have been completed but, EZ2675.due to contractual restrictions, coordinates for these stations EZ2675.will NOT be published in the near future. In the interim, the EZ2675.published coordinates in North Carolina will not be EZ2675.consistent with the Continuously Operating Reference Stations EZ2675.(CORS). The HARN coordinates for these stations are available EZ2675.upon request. Contact Gary Thompson(919-733-3836). EZ2675. EZ2675.In addition, the published North Carolina positions EZ2675.(NAD 83 (1986)) are NOT consistent with those determined in EZ2675.adjacent state readjustments. The discontinuity between stations EZ2675.located in North Carolina and those in adjacent states EZ2675.which have been adjusted to the HARN may be as much as 5 EZ2675.decimeters. This will result in a significant loss of accuracy EZ2675.over lines crossing such state borders. EZ2675 EZ2675 EZ2675.The horizontal coordinates were established by classical geodetic methods EZ2675.and adjusted by the National Geodetic Survey in December 1990. EZ2675 EZ2675.The orthometric height was determined by differential leveling EZ2675.and adjusted by the National Geodetic Survey in June 1991. EZ2675 EZ2675.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2675 EZ2675.The geoid height was determined by GEOID03. EZ2675 EZ2675.The dynamic height is computed by dividing the NAVD 88 EZ2675.geopotential number by the normal gravity value computed on the EZ2675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2675.degrees latitude (g = 980.6199 gals.). EZ2675 EZ2675.The modeled gravity was interpolated from observed gravity values. EZ2675 EZ2675; North East Units Scale Factor Converg. EZ2675;SPC NC - 212,669.035 644,447.559 MT 0.99989872 +0 13 19.8 EZ2675;SPC NC - 697,731.66 2,114,325.03 sFT 0.99989872 +0 13 19.8 EZ2675;UTM 17 - 3,949,581.674 715,867.228 MT 1.00017426 +1 23 27.9 EZ2675 EZ2675! - Elev Factor x Scale Factor = Combined Factor EZ2675!SPC NC - 0.99999162 x 0.99989872 = 0.99989034 EZ2675!UTM 17 - 0.99999162 x 1.00017426 = 1.00016588 EZ2675 EZ2675 SUPERSEDED SURVEY CONTROL EZ2675 EZ2675 NGVD 29 (12/03/90) 86.86 (m) 285.0 (f) LEVELING 3 EZ2675 EZ2675.Superseded values are not recommended for survey control. EZ2675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2675.See file dsdata.txt to determine how the superseded data were derived. EZ2675 EZ2675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1586749582(NAD 83) EZ2675_MARKER: DE = TRAVERSE STATION DISK EZ2675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2675_SP_SET: CONCRETE POST EZ2675_STAMPING: DUNHAVEN 1978 EZ2675_MARK LOGO: NCGS EZ2675_PROJECTION: RECESSED 3 CENTIMETERS EZ2675_MAGNETIC: N = NO MAGNETIC MATERIAL EZ2675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2675+STABILITY: SURFACE MOTION EZ2675_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ2675+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2005 EZ2675 EZ2675 HISTORY - Date Condition Report By EZ2675 HISTORY - 1978 MONUMENTED NCGS EZ2675 HISTORY - 1978 GOOD NCGS EZ2675 HISTORY - 20050528 GOOD USPSQD EZ2675 EZ2675 STATION DESCRIPTION EZ2675 EZ2675'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ2675'THE STATION IS LOCATED APPROXIMATELY 2.8 MILES SOUTH OF GARNER. EZ2675' EZ2675'TO REACH THE STATION FROM THE NC 50 OVERPASS OF US 70 IN GARNER, EZ2675'PROCEED SOUTHERLY ALONG NC 50 FOR 3.2 MILES TO T INTERSECTION WITH EZ2675'SR 2711 (BUFFALO ROAD), THENCE WESTERLY ALONG SR 2711 FOR 0.55 MILE TO EZ2675'STATION ON THE LEFT ATOP A 4 FOOT BANK AND ACROSS ROAD FROM A GRAVEL EZ2675'DRIVEWAY ENTRANCE AND ABOUT 250 FEET SOUTHEAST OF THE SOUTHERNMOST EZ2675'ENTRANCE TO DUNHAVEN HOUSING AREA (DUNHAVEN DRIVE). EZ2675' EZ2675'STATION MARK IS A STANDARD DISK STAMPED---DUNHAVEN 1978---SET IN THE EZ2675'TOP OF A CONCRETE CYLINDER WHICH IS 1 INCH BELOW THE GROUND SURFACE. EZ2675'THE MARK IS 25.5 FEET SOUTHWEST OF CENTERLINE OF SR 2711, 26.7 FEET EZ2675'WEST OF CENTERLINE INTERSECTION OF SR 2711 AND DRIVE EAST, 28.6 FEET EZ2675'NORTH-NORTHEAST OF 20 INCH PINE WITH REFERENCE TAG, 9.0 FEET NORTH OF EZ2675'14 INCH PINE WITH REFERENCE TAG AND 9.8 FEET SOUTHEAST OF 18 INCH EZ2675'PINE WITH REFERENCE TAG. EZ2675 EZ2675 STATION RECOVERY (1978) EZ2675 EZ2675'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EZ2675'2.8 MI SOUTH FROM GARNER. EZ2675'TO REACH STATION FROM THE NC 50 OVERPASS OF US 70 IN GARNER, PROCEED EZ2675'SOUTHERLY ALONG NC 50 FOR 3.2 MILES TO SR 2711 (BUFFALO ROAD), THENCE EZ2675'WESTERLY ALONG SR 2711 FOR 0.55 MILE TO STATION ON LEFT ATOP 4 FOOT EZ2675'BANK AND ACROSS ROAD FROM A GRAVEL DRIVEWAY ENTRANCE AND ABOUT 250 EZ2675'FEET SOUTHEAST OF THE SOUTHERNMOST ENTRANCE TO DUNHAVEN SUBDIVISION EZ2675'(DUNHAVEN DRIVE), 25.5 FEET SOUTHWEST OF CENTERLINE OF SR 2711, EZ2675'26.7 FEET WEST OF CENTERLINE INTERSECTION OF SR 2711 AND DRIVE EZ2675'ENTRANCE, 28.6 FEET NORTH-NORTHEAST OF 20 INCH PINE WITH REFERENCE EZ2675'TAG, 9.0 FEET NORTH OF 14 INCH PINE WITH REFERENCE TAG, AND 9.8 FEET EZ2675'SOUTHEAST OF 18 INCH PINE WITH REFERENCE TAG. EZ2675'THE MARK IS 4 FT ABOVE ROAD. EZ2675 EZ2675 STATION RECOVERY (2005) EZ2675 EZ2675'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ2675'N 35 39.992 EZ2675'W 078 36.900 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0872 *********************************************************************** EZ0872 DESIGNATION - DUNN EZ0872 PID - EZ0872 EZ0872 STATE/COUNTY- NC/WAKE EZ0872 USGS QUAD - BAYLEAF (1987) EZ0872 EZ0872 *CURRENT SURVEY CONTROL EZ0872 ___________________________________________________________________ EZ0872* NAD 83(1986)- 35 59 07.41426(N) 078 39 43.05988(W) ADJUSTED EZ0872* NAVD 88 - 114.872 (meters) 376.88 (feet) ADJUSTED EZ0872 ___________________________________________________________________ EZ0872 LAPLACE CORR- -7.20 (seconds) DEFLEC99 EZ0872 GEOID HEIGHT- -32.29 (meters) GEOID03 EZ0872 DYNAMIC HT - 114.776 (meters) 376.56 (feet) COMP EZ0872 MODELED GRAV- 979,795.1 (mgal) NAVD 88 EZ0872 EZ0872 HORZ ORDER - SECOND EZ0872 VERT ORDER - SECOND CLASS 0 EZ0872 EZ0872.The North Carolina HARNS have been completed but, EZ0872.due to contractual restrictions, coordinates for these stations EZ0872.will NOT be published in the near future. In the interim, the EZ0872.published coordinates in North Carolina will not be EZ0872.consistent with the Continuously Operating Reference Stations EZ0872.(CORS). The HARN coordinates for these stations are available EZ0872.upon request. Contact Gary Thompson(919-733-3836). EZ0872. EZ0872.In addition, the published North Carolina positions EZ0872.(NAD 83 (1986)) are NOT consistent with those determined in EZ0872.adjacent state readjustments. The discontinuity between stations EZ0872.located in North Carolina and those in adjacent states EZ0872.which have been adjusted to the HARN may be as much as 5 EZ0872.decimeters. This will result in a significant loss of accuracy EZ0872.over lines crossing such state borders. EZ0872 EZ0872 EZ0872.The horizontal coordinates were established by classical geodetic methods EZ0872.and adjusted by the National Geodetic Survey in July 1986. EZ0872 EZ0872.The orthometric height was determined by differential leveling EZ0872.and adjusted by the National Geodetic Survey in June 1991. EZ0872 EZ0872.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0872 EZ0872.The geoid height was determined by GEOID03. EZ0872 EZ0872.The dynamic height is computed by dividing the NAVD 88 EZ0872.geopotential number by the normal gravity value computed on the EZ0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0872.degrees latitude (g = 980.6199 gals.). EZ0872 EZ0872.The modeled gravity was interpolated from observed gravity values. EZ0872 EZ0872; North East Units Scale Factor Converg. EZ0872;SPC NC - 248,031.893 640,084.228 MT 0.99995445 +0 11 42.4 EZ0872;SPC NC - 813,751.30 2,100,009.67 sFT 0.99995445 +0 11 42.4 EZ0872;UTM 17 - 3,984,856.053 710,779.006 MT 1.00014746 +1 22 27.4 EZ0872 EZ0872! - Elev Factor x Scale Factor = Combined Factor EZ0872!SPC NC - 0.99998704 x 0.99995445 = 0.99994149 EZ0872!UTM 17 - 0.99998704 x 1.00014746 = 1.00013450 EZ0872 EZ0872: Primary Azimuth Mark Grid Az EZ0872:SPC NC - MARSH 285 49 09.9 EZ0872:UTM 17 - MARSH 284 38 24.9 EZ0872 EZ0872|---------------------------------------------------------------------| EZ0872| PID Reference Object Distance Geod. Az | EZ0872| dddmmss.s | EZ0872| EZ0873 MARSH APPROX. 0.9 KM 2860052.3 | EZ0872|---------------------------------------------------------------------| EZ0872 EZ0872 SUPERSEDED SURVEY CONTROL EZ0872 EZ0872 NAD 27 - 35 59 06.88440(N) 078 39 44.04258(W) AD( ) 2 EZ0872 NGVD 29 (??/??/92) 115.105 (m) 377.64 (f) ADJ UNCH 2 0 EZ0872 EZ0872.Superseded values are not recommended for survey control. EZ0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0872.See file dsdata.txt to determine how the superseded data were derived. EZ0872 EZ0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1077984856(NAD 83) EZ0872_STAMPING: DUNN 1970 EZ0872_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ0872 EZ0872 HISTORY - Date Condition Report By EZ0872 HISTORY - 1970 FIRST OBSERVED NCGS EZ0872 HISTORY - 1972 GOOD NCGS EZ0872 HISTORY - 19850101 SEE DESCRIPTION NCGS EZ0872 EZ0872 STATION DESCRIPTION EZ0872 EZ0872'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ0872'DUNN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0872'VICINITY OF NORTHWEST WAKE COUNTY. EZ0872' EZ0872'DUNN IS LOCATED APPROXIMATELY 2.9 MILES NNW OF BAYLEAF AND 6.4 MILES EZ0872'NNE OF LEESVILLE. TO REACH STATION PROCEED FROM THE INTERSECTION OF EZ0872'NC 98 AND NC 50, GO EAST ON NC 98 FOR 0.6 MILE TO INTERSECTION OF EZ0872'NC 98 AND SR 1908, CONTINUE EAST ON NC 98 FOR 0.75 MILE TO STATION EZ0872'ON RIGHT, APPROXIMATELY 50 FEET WEST OF LANE LEADING THROUGH OPEN EZ0872'FIELD, AND 0.2 MILE WEST OF INTERSECTION OF NC 98 AND SR 1005 GOING EZ0872'SOUTH AND SR 1907 GOING NORTH. EZ0872' EZ0872'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ0872'DUNN 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ0872'IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0872' EZ0872'MARK IS-- EZ0872'27.3 FEET SW OF C/L OF NC 98. EZ0872'60.9 FEET WSW OF ALUMINUM REF. TAG ON PP NO. 405 W/2 TRANSFORMERS. EZ0872'33.9 FEET N OF ALUMINUM REF. TAG ON PP NO. 164. EZ0872'71.3 FEET NW OF C/L OF DIRT LANE. EZ0872'44.6 FEET ENE OF ALUMINUM REF. TAG ON 18 INCH PINE TREE. EZ0872 EZ0872 STATION RECOVERY (1972) EZ0872 EZ0872'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0872'2.9 MI NNW FROM BAYLEAF. EZ0872'STATION IS 2.9 MI. NNW OF BAYLEAF AND 6.4 MILES NNE OF LEESVILLE. EZ0872'FROM INTERSECTION OF NC 98 AND NC 50 GO E ON NC 98 FOR 0.6 MILE EZ0872'TO INTERSECTION OF NC 98 AND SR 1908, CONTINUE E ON NC 98 FOR EZ0872'0.75 MILE TO STATION ON RIGHT, APPROX. 50 FEET W OF LANE LEADING EZ0872'THROUGH OPEN FIELD, AND 0.2 MILE W OF INTERSECTION OF NC 98 AND EZ0872'SR 1005 GOING SOUTH AND SR 1907 GOING NORTH, 27.3 FT SW OF C/L OF EZ0872'NC 98, 60.9 FT WSW OF ALUM. REF. TAG ON PP 405 W/2 TRANSFORMERS, EZ0872'33.9 FT N OF ALUM. REF. TAG ON PP 164, 71.3 FT NW OF C/L OF DIRT EZ0872'LANE AND 44.6 FT ENE OF ALUM. REF. TAG ON 18 INCH PINE. STATION EZ0872'IS FLUSH WITH GROUND. EZ0872 EZ0872 STATION RECOVERY (1985) EZ0872 EZ0872'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0872'STATION WAS SEARCHED FOR BUT NOT FOUND. HAS PROBABLY BEEN DESTROYED EZ0872'BY GRADING. NC 98 HAS BEEN WIDENED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2444 *********************************************************************** EZ2444 DESIGNATION - DUPLEX EZ2444 PID - EZ2444 EZ2444 STATE/COUNTY- NC/WAKE EZ2444 USGS QUAD - ROLESVILLE (1993) EZ2444 EZ2444 *CURRENT SURVEY CONTROL EZ2444 ___________________________________________________________________ EZ2444* NAD 83(1986)- 35 56 59.33055(N) 078 28 09.21449(W) ADJUSTED EZ2444* NAVD 88 - 119.294 (meters) 391.38 (feet) ADJUSTED EZ2444 ___________________________________________________________________ EZ2444 LAPLACE CORR- -6.95 (seconds) DEFLEC99 EZ2444 GEOID HEIGHT- -33.18 (meters) GEOID03 EZ2444 DYNAMIC HT - 119.192 (meters) 391.05 (feet) COMP EZ2444 MODELED GRAV- 979,774.5 (mgal) NAVD 88 EZ2444 EZ2444 HORZ ORDER - SECOND EZ2444 VERT ORDER - SECOND CLASS II EZ2444 EZ2444.The North Carolina HARNS have been completed but, EZ2444.due to contractual restrictions, coordinates for these stations EZ2444.will NOT be published in the near future. In the interim, the EZ2444.published coordinates in North Carolina will not be EZ2444.consistent with the Continuously Operating Reference Stations EZ2444.(CORS). The HARN coordinates for these stations are available EZ2444.upon request. Contact Gary Thompson(919-733-3836). EZ2444. EZ2444.In addition, the published North Carolina positions EZ2444.(NAD 83 (1986)) are NOT consistent with those determined in EZ2444.adjacent state readjustments. The discontinuity between stations EZ2444.located in North Carolina and those in adjacent states EZ2444.which have been adjusted to the HARN may be as much as 5 EZ2444.decimeters. This will result in a significant loss of accuracy EZ2444.over lines crossing such state borders. EZ2444 EZ2444 EZ2444.The horizontal coordinates were established by classical geodetic methods EZ2444.and adjusted by the National Geodetic Survey in July 1986. EZ2444 EZ2444.The orthometric height was determined by differential leveling EZ2444.and adjusted by the National Geodetic Survey in June 1991. EZ2444 EZ2444.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2444 EZ2444.The geoid height was determined by GEOID03. EZ2444 EZ2444.The dynamic height is computed by dividing the NAVD 88 EZ2444.geopotential number by the normal gravity value computed on the EZ2444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2444.degrees latitude (g = 980.6199 gals.). EZ2444 EZ2444.The modeled gravity was interpolated from observed gravity values. EZ2444 EZ2444; North East Units Scale Factor Converg. EZ2444;SPC NC - 244,160.432 657,485.261 MT 0.99994669 +0 18 22.8 EZ2444;SPC NC - 801,049.68 2,157,099.56 sFT 0.99994669 +0 18 22.8 EZ2444;UTM 17 - 3,981,342.793 728,260.310 MT 1.00024206 +1 29 11.0 EZ2444 EZ2444! - Elev Factor x Scale Factor = Combined Factor EZ2444!SPC NC - 0.99998648 x 0.99994669 = 0.99993317 EZ2444!UTM 17 - 0.99998648 x 1.00024206 = 1.00022854 EZ2444 EZ2444: Primary Azimuth Mark Grid Az EZ2444:SPC NC - MONTAGUE 131 21 02.7 EZ2444:UTM 17 - MONTAGUE 130 10 14.5 EZ2444 EZ2444|---------------------------------------------------------------------| EZ2444| PID Reference Object Distance Geod. Az | EZ2444| dddmmss.s | EZ2444| EZ4461 MONTAGUE APPROX. 0.9 KM 1313925.5 | EZ2444|---------------------------------------------------------------------| EZ2444 EZ2444 SUPERSEDED SURVEY CONTROL EZ2444 EZ2444 NAD 27 - 35 56 58.77916(N) 078 28 10.21530(W) AD( ) 2 EZ2444 NGVD 29 (??/??/92) 119.569 (m) 392.29 (f) ADJ UNCH 2 2 EZ2444 EZ2444.Superseded values are not recommended for survey control. EZ2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2444.See file dsdata.txt to determine how the superseded data were derived. EZ2444 EZ2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2826081343(NAD 83) EZ2444_MARKER: DE = TRAVERSE STATION DISK EZ2444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2444_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2444_STAMPING: DUPLEX 1969 EZ2444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2444+STABILITY: SURFACE MOTION EZ2444_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ2444+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2004 EZ2444 EZ2444 HISTORY - Date Condition Report By EZ2444 HISTORY - 1969 MONUMENTED NCGS EZ2444 HISTORY - 1976 GOOD NCGS EZ2444 HISTORY - 20041120 GOOD USPSQD EZ2444 EZ2444 STATION DESCRIPTION EZ2444 EZ2444'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ2444'DUPLEX IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2444'IN THE VICINITY OF ROLESVILLE, NORTH CAROLINA. EZ2444' EZ2444'DUPLEX IS LOCATED APPROXIMATELY 2.0 MILES NORTHWEST OF EZ2444'ROLESVILLE. TO REACH STATION FROM THE INTERSECTION OF U.S. 401 EZ2444'WITH SR 1003 GOING SOUTH AND SR 1945 GOING NORTH IN ROLESVILLE, GO EZ2444'NORTH ON SR 1945 FOR 1.25 MILES TO INTERSECTION EZ2444'OF SR 1945 AND SR 2053, TURN LEFT (NW) ON SR 2053 FOR 0.95 EZ2444'MILE TO STATION ON EAST SIDE OF ROAD AND NORTH SIDE OF LANE EZ2444'LEADING TO THE HOME OF ROBERT JONES. EZ2444' EZ2444'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2444'DUPLEX 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2444'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2444' EZ2444'MARK IS EZ2444' EZ2444'28.1 FT NE OF C/L OF SR 2053 EZ2444' EZ2444'88.7 FT ESE OF TP 53 WITH ALUMINUM REF. TAG EZ2444' EZ2444'10.9 FT NW OF C/L OF S DRIVEWAY EZ2444' EZ2444'182.8 FT SE OF C/L OF N DRIVEWAY EZ2444' EZ2444'142.8 FT SE OF 4 FOOT HIGH SECTION OF TP, AND WITH ALUMINUM EZ2444'REF. TAG EZ2444' EZ2444'11.8 FT NE OF N END OF CULVERT UNDER S DRIVEWAY EZ2444' EZ2444'101.5 FT SW OF SW CORNER BRICK HOUSE EZ2444 EZ2444 STATION RECOVERY (1976) EZ2444 EZ2444'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2444'2.0 MI NNW FROM ROLESVILLE. EZ2444'TO REACH STATION FROM THE MAIN CROSSROADS IN CENTER OF ROLESVILLE, EZ2444'PROCEED NORTH ALONG SR 1945 FOR 1.25 MILES TO INTERSECTION WITH SR EZ2444'2053 (NW). THENCE NORTHWEST ALONG SR 2053 FOR 0.95 MILE TO STATION ON EZ2444'RIGHT AT SOUTHEASTERNMOST DRIVEWAY TO ROBERT JONES RESIDENCE. 28.1 FT. EZ2444'NE OF CENTERLINE OF SR 2053, 10.9 FT. NW OF CENTERLINE OF SOUTH EZ2444'DRIVEWAY, 182.8 FT. SE OF CENTERLINE OF NORTH DRIVEWAY, 11.8 FT. NE OF EZ2444'NORTH END OF CULVERT UNDER SOUTH DRIVEWAY, 101.5 FT. SW OF SOUTHWEST EZ2444'CORNER BRICK HOUSE, 88.7 FT. ESE OF TP NO. 53 WITH ALUMINUM REF. TAG EZ2444'AND 142.8 FT. SE OF 4 FOOT HIGH SECTION OF TP AND WITH ALUMINUM REF. EZ2444'TAG. DISK IS SET IN TOP OF CONCRETE CYLINDER FLUSH WITH THE SURFACE EZ2444'OF THE GROUND. EZ2444 EZ2444 STATION RECOVERY (2004) EZ2444 EZ2444'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ2444'RECOVERED AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5298 *********************************************************************** EZ5298 DESIGNATION - DUPREE EZ5298 PID - EZ5298 EZ5298 STATE/COUNTY- NC/WAKE EZ5298 USGS QUAD - LAKE WHEELER (1993) EZ5298 EZ5298 *CURRENT SURVEY CONTROL EZ5298 ___________________________________________________________________ EZ5298* NAD 83(1986)- 35 38 25.33247(N) 078 38 26.79462(W) ADJUSTED EZ5298* NAVD 88 - 117.3 (meters) 385. (feet) VERTCON EZ5298 ___________________________________________________________________ EZ5298 LAPLACE CORR- -6.87 (seconds) DEFLEC99 EZ5298 GEOID HEIGHT- -33.15 (meters) GEOID03 EZ5298 EZ5298 HORZ ORDER - SECOND EZ5298 EZ5298.The North Carolina HARNS have been completed but, EZ5298.due to contractual restrictions, coordinates for these stations EZ5298.will NOT be published in the near future. In the interim, the EZ5298.published coordinates in North Carolina will not be EZ5298.consistent with the Continuously Operating Reference Stations EZ5298.(CORS). The HARN coordinates for these stations are available EZ5298.upon request. Contact Gary Thompson(919-733-3836). EZ5298. EZ5298.In addition, the published North Carolina positions EZ5298.(NAD 83 (1986)) are NOT consistent with those determined in EZ5298.adjacent state readjustments. The discontinuity between stations EZ5298.located in North Carolina and those in adjacent states EZ5298.which have been adjusted to the HARN may be as much as 5 EZ5298.decimeters. This will result in a significant loss of accuracy EZ5298.over lines crossing such state borders. EZ5298 EZ5298 EZ5298.The horizontal coordinates were established by classical geodetic methods EZ5298.and adjusted by the National Geodetic Survey in July 1986. EZ5298 EZ5298.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5298 EZ5298.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5298 EZ5298.The geoid height was determined by GEOID03. EZ5298 EZ5298; North East Units Scale Factor Converg. EZ5298;SPC NC - 209,759.659 642,133.099 MT 0.99989553 +0 12 26.4 EZ5298;SPC NC - 688,186.48 2,106,731.68 sFT 0.99989553 +0 12 26.4 EZ5298;UTM 17 - 3,946,624.907 713,611.963 MT 1.00016232 +1 22 30.8 EZ5298 EZ5298! - Elev Factor x Scale Factor = Combined Factor EZ5298!SPC NC - 0.99998679 x 0.99989553 = 0.99988232 EZ5298!UTM 17 - 0.99998679 x 1.00016232 = 1.00014910 EZ5298 EZ5298: Primary Azimuth Mark Grid Az EZ5298:SPC NC - DEAVER 102 59 37.0 EZ5298:UTM 17 - DEAVER 101 49 32.6 EZ5298 EZ5298|---------------------------------------------------------------------| EZ5298| PID Reference Object Distance Geod. Az | EZ5298| dddmmss.s | EZ5298| EZ5296 DEAVER 440.830 METERS 1031203.4 | EZ5298| EZ5308 STARLING APPROX. 0.5 KM 1854102.4 | EZ5298|---------------------------------------------------------------------| EZ5298 EZ5298 SUPERSEDED SURVEY CONTROL EZ5298 EZ5298 NAD 27 - 35 38 24.77321(N) 078 38 27.76886(W) AD( ) 2 EZ5298 NGVD 29 (07/19/86) 117.6 (m) 386. (f) VERT ANG EZ5298 EZ5298.Superseded values are not recommended for survey control. EZ5298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5298.See file dsdata.txt to determine how the superseded data were derived. EZ5298 EZ5298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1361246625(NAD 83) EZ5298_MARKER: DE = TRAVERSE STATION DISK EZ5298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5298_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5298_STAMPING: DUPREE 1968 EZ5298_MARK LOGO: NCGS EZ5298_MAGNETIC: N = NO MAGNETIC MATERIAL EZ5298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5298+STABILITY: SURFACE MOTION EZ5298 EZ5298 HISTORY - Date Condition Report By EZ5298 HISTORY - 1968 MONUMENTED NCGS EZ5298 HISTORY - 19990223 MARK NOT FOUND NCGS EZ5298 HISTORY - 20040806 MARK NOT FOUND USPSQD EZ5298 EZ5298 STATION DESCRIPTION EZ5298 EZ5298'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EZ5298'DUPREE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5298'IN THE VICINITY OF CLAYTON, NORTH CAROLINA. EZ5298' EZ5298'DUPREE IS LOCATED APPROXIMATELY 5.1 MILES SOUTHWEST OF THE EZ5298'CENTER OF GARNER. TO REACH STATION PROCEED FROM THE EZ5298'INTERSECTION OF NC 50 WITH U.S. 70 IN GARNER, GO SOUTH ON NC EZ5298'50 FOR 5.15 MILES TO INTERSECTION OF SR 1010, TURN RIGHT (WEST) EZ5298'ON SR 1010 FOR 1.45 MILES TO INTERSECTION OF SR 2727, AND EZ5298'STATION. WHICH IS ON THE EAST SHOULDER OF SR 2727, IN SOUTHEAST EZ5298'QUADRANT OF INTERSECTION ACROSS SR 2727 FROM A ONE STORY WHITE EZ5298'FRAME HOUSE. EZ5298' EZ5298'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5298'DUPREE 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ5298'OF WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EZ5298' EZ5298'MARK IS EZ5298' EZ5298'54.3 FT S OF C/L OF INTERSECTION OF SR 2727 AND SR 1010 EZ5298' EZ5298'16.1 FT E OF C/L OF SR 2727 EZ5298' EZ5298'8.5 FT SSW OF 4X4 POST WITH STOP SIGN ON E SIDE OF SR 2727, EZ5298'WITH ALUMINUM REF. TAG EZ5298' EZ5298'32.2 FT W OF TP 19 ON S SIDE OF SR 1010 WITH ALUMINUM REF. TAG EZ5298' EZ5298'52.6 FT SE OF E END OF CULVERT UNDER DRIVEWAY TO ONE EZ5298'STORY WHITE FRAME HOUSE EZ5298' EZ5298'67.9 FT SSW OF PP 58, 57, AND 42 ON N SIDE OF SR 1010, WITH EZ5298'ALUMINUM REF. TAG EZ5298' EZ5298'44.8 FT E OF E SIDE OF CONCRETE WELL CASING IN YARD OF ONE STORY EZ5298'WHITE FRAME HOUSE EZ5298 EZ5298 STATION RECOVERY (1999) EZ5298 EZ5298'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL) EZ5298'STATION NOT FOUND. EZ5298 EZ5298 STATION RECOVERY (2004) EZ5298 EZ5298'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM) EZ5298'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7321 *********************************************************************** AE7321 DESIGNATION - DURALEIGH AE7321 PID - AE7321 AE7321 STATE/COUNTY- NC/WAKE AE7321 USGS QUAD - RALEIGH WEST (1988) AE7321 AE7321 *CURRENT SURVEY CONTROL AE7321 ___________________________________________________________________ AE7321* NAD 83(1986)- 35 49 27.71005(N) 078 42 24.01933(W) ADJUSTED AE7321* NAVD 88 - 136.0 (meters) 446. (feet) VERTCON AE7321 ___________________________________________________________________ AE7321 LAPLACE CORR- -7.04 (seconds) DEFLEC99 AE7321 GEOID HEIGHT- -32.52 (meters) GEOID03 AE7321 AE7321 HORZ ORDER - SECOND AE7321 AE7321.The North Carolina HARNS have been completed but, AE7321.due to contractual restrictions, coordinates for these stations AE7321.will NOT be published in the near future. In the interim, the AE7321.published coordinates in North Carolina will not be AE7321.consistent with the Continuously Operating Reference Stations AE7321.(CORS). The HARN coordinates for these stations are available AE7321.upon request. Contact Gary Thompson(919-733-3836). AE7321. AE7321.In addition, the published North Carolina positions AE7321.(NAD 83 (1986)) are NOT consistent with those determined in AE7321.adjacent state readjustments. The discontinuity between stations AE7321.located in North Carolina and those in adjacent states AE7321.which have been adjusted to the HARN may be as much as 5 AE7321.decimeters. This will result in a significant loss of accuracy AE7321.over lines crossing such state borders. AE7321 AE7321 AE7321.The horizontal coordinates were established by classical geodetic methods AE7321.and adjusted by the National Geodetic Survey in March 1998. AE7321 AE7321.The NAVD 88 height was computed by applying the VERTCON shift value to AE7321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7321 AE7321.The Laplace correction was computed from DEFLEC99 derived deflections. AE7321 AE7321.The geoid height was determined by GEOID03. AE7321 AE7321; North East Units Scale Factor Converg. AE7321;SPC NC - 230,152.934 636,105.176 MT 0.99992242 +0 10 09.5 AE7321;SPC NC - 755,093.42 2,086,955.06 sFT 0.99992242 +0 10 09.5 AE7321;UTM 17 - 3,966,895.578 707,167.106 MT 1.00012888 +1 20 34.0 AE7321 AE7321! - Elev Factor x Scale Factor = Combined Factor AE7321!SPC NC - 0.99998375 x 0.99992242 = 0.99990617 AE7321!UTM 17 - 0.99998375 x 1.00012888 = 1.00011263 AE7321 AE7321 SUPERSEDED SURVEY CONTROL AE7321 AE7321 NGVD 29 (03/10/98) 136.3 (m) 447. (f) VERT ANG AE7321 AE7321.Superseded values are not recommended for survey control. AE7321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7321.See file dsdata.txt to determine how the superseded data were derived. AE7321 AE7321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0716766896(NAD 83) AE7321_MARKER: DH = HORIZONTAL CONTROL DISK AE7321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7321_STAMPING: DURALEIGH 1986 AE7321_MARK LOGO: NCGS AE7321_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7321+STABILITY: SURFACE MOTION AE7321 AE7321 HISTORY - Date Condition Report By AE7321 HISTORY - 1986 MONUMENTED NCGS AE7321 AE7321 STATION DESCRIPTION AE7321 AE7321'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7321'STATION IS LOCATED ABOUT 7.9 KM (4.90 MI) NORTHWEST OF CAPITOL SQUARE, AE7321'IN NORTHWEST RALEIGH. PROCEED ALONG SR 1664 (BLUE RIDGE ROAD) FOR 1.9 AE7321'KM (1.20 MI) NORTH FROM WADE AVENUE EXTENSION OVERPASS TO DURALEIGH AE7321'ROAD, THENCE 0.3 KM (0.20 MI) NORTH ALONG DURALEIGH ROAD TO SR 3009 AE7321'(EDWARDS MILL ROAD), AND THE STATION, IN THE NORTHEAST QUADRANT OF THE AE7321'T-INTERSECTION. MARK PROJECTS 1 INCH ABOVE GROUND AND IS 2 FEET (0.6 AE7321'M) LOWER THAN THE ROAD. LOCATED 11.3 M (37.1 FT) NORTHWEST OF THE AE7321'CENTERLINE OF THE ROAD, 25.3 M (83.0 FT) EAST OF THE NORTHEAST CORNER AE7321'OF THE HOUSE, 34.8 M (114.2 FT) NORTHEAST OF A STEEL PIPE BARRICADE AE7321'AROUND GAS LINE--AND 32.3 M (106.0 FT) SOUTH OF A POWER POLE, 4.4 M AE7321'(14.4 FT) NORTH OF A BRACE POLE--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6547 *********************************************************************** EZ6547 DESIGNATION - DURANT EZ6547 PID - EZ6547 EZ6547 STATE/COUNTY- NC/WAKE EZ6547 USGS QUAD - WAKE FOREST (1987) EZ6547 EZ6547 *CURRENT SURVEY CONTROL EZ6547 ___________________________________________________________________ EZ6547* NAD 83(1986)- 35 54 29.00601(N) 078 36 03.19966(W) ADJUSTED EZ6547* NAVD 88 - 133.1 (meters) 437. (feet) VERTCON EZ6547 ___________________________________________________________________ EZ6547 LAPLACE CORR- -7.30 (seconds) DEFLEC99 EZ6547 GEOID HEIGHT- -32.74 (meters) GEOID03 EZ6547 EZ6547 HORZ ORDER - SECOND EZ6547 EZ6547.The North Carolina HARNS have been completed but, EZ6547.due to contractual restrictions, coordinates for these stations EZ6547.will NOT be published in the near future. In the interim, the EZ6547.published coordinates in North Carolina will not be EZ6547.consistent with the Continuously Operating Reference Stations EZ6547.(CORS). The HARN coordinates for these stations are available EZ6547.upon request. Contact Gary Thompson(919-733-3836). EZ6547. EZ6547.In addition, the published North Carolina positions EZ6547.(NAD 83 (1986)) are NOT consistent with those determined in EZ6547.adjacent state readjustments. The discontinuity between stations EZ6547.located in North Carolina and those in adjacent states EZ6547.which have been adjusted to the HARN may be as much as 5 EZ6547.decimeters. This will result in a significant loss of accuracy EZ6547.over lines crossing such state borders. EZ6547 EZ6547 EZ6547.The horizontal coordinates were established by classical geodetic methods EZ6547.and adjusted by the National Geodetic Survey in December 1992. EZ6547 EZ6547.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6547 EZ6547.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6547 EZ6547.The geoid height was determined by GEOID03. EZ6547 EZ6547; North East Units Scale Factor Converg. EZ6547;SPC NC - 239,471.865 645,625.954 MT 0.99993808 +0 13 49.3 EZ6547;SPC NC - 785,667.28 2,118,191.15 sFT 0.99993808 +0 13 49.3 EZ6547;UTM 17 - 3,976,409.959 716,496.812 MT 1.00017758 +1 24 27.3 EZ6547 EZ6547! - Elev Factor x Scale Factor = Combined Factor EZ6547!SPC NC - 0.99998424 x 0.99993808 = 0.99992232 EZ6547!UTM 17 - 0.99998424 x 1.00017758 = 1.00016182 EZ6547 EZ6547 SUPERSEDED SURVEY CONTROL EZ6547 EZ6547 NGVD 29 (12/28/92) 133.4 (m) 438. (f) VERT ANG EZ6547 EZ6547.Superseded values are not recommended for survey control. EZ6547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6547.See file dsdata.txt to determine how the superseded data were derived. EZ6547 EZ6547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1649776410(NAD 83) EZ6547_MARKER: DH = HORIZONTAL CONTROL DISK EZ6547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6547_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6547_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6547+STABILITY: SURFACE MOTION EZ6547 EZ6547 HISTORY - Date Condition Report By EZ6547 HISTORY - 1985 MONUMENTED NCGS EZ6547 EZ6547 STATION DESCRIPTION EZ6547 EZ6547'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ6547'THE STATION IS LOCATED ABOUT 5.15 KM (3.2 MI) NORTH OF MILLBROOK. EZ6547' EZ6547'ALONG FALLS OF NEUSE ROAD, 3.4 KM (2.1 MI) EAST-NORTHEAST FROM THE EZ6547'STRICKLAND ROAD (SR 1829) INTERSECTION, AT THE DURANT ROAD EZ6547'INTERSECTION, AND 0.8 KM (0.5 MI) SOUTHWEST OF A WATER FILTER PLANT. EZ6547' EZ6547'THE STATION IS A STANDARD NCGS DISK STAMPED---DURANT 1985---, EZ6547'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6547'25 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EZ6547'15.6 METERS (51.3 FT) NORTHWEST OF THE CENTERLINE OF SR 2000 (FALLS EZ6547'OF NEUSE ROAD), EZ6547'14.6 METERS (48.0 FT) SOUTHWEST OF THE CENTERLINE OF SR 2006 (DURANT EZ6547'ROAD), EZ6547'23.0 METERS (75.4 FT) WEST OF THE CENTERLINE INTERSECTION OF THE EZ6547'ROADS, EZ6547'25.7 METERS (84.3 FT) NORTH-NORTHWEST OF A FIRE HYDRANT, AND EZ6547'21.8 METERS (71.4 FT) EAST-SOUTHEAST OF A 6-INCH PINE WITH A EZ6547'REFERENCE TAG. EZ6547' EZ6547'MARK IS 3 FT ABOVE THE LEVEL OF THE INTERSECTION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4431 *********************************************************************** EZ4431 DESIGNATION - DURWOOD EZ4431 PID - EZ4431 EZ4431 STATE/COUNTY- NC/WAKE EZ4431 USGS QUAD - ZEBULON (1981) EZ4431 EZ4431 *CURRENT SURVEY CONTROL EZ4431 ___________________________________________________________________ EZ4431* NAD 83(1986)- 35 50 07.29050(N) 078 18 10.69360(W) ADJUSTED EZ4431* NAVD 88 - 104.8 (meters) 344. (feet) VERTCON EZ4431 ___________________________________________________________________ EZ4431 LAPLACE CORR- -3.68 (seconds) DEFLEC99 EZ4431 GEOID HEIGHT- -34.04 (meters) GEOID03 EZ4431 EZ4431 HORZ ORDER - SECOND EZ4431 EZ4431.The North Carolina HARNS have been completed but, EZ4431.due to contractual restrictions, coordinates for these stations EZ4431.will NOT be published in the near future. In the interim, the EZ4431.published coordinates in North Carolina will not be EZ4431.consistent with the Continuously Operating Reference Stations EZ4431.(CORS). The HARN coordinates for these stations are available EZ4431.upon request. Contact Gary Thompson(919-733-3836). EZ4431. EZ4431.In addition, the published North Carolina positions EZ4431.(NAD 83 (1986)) are NOT consistent with those determined in EZ4431.adjacent state readjustments. The discontinuity between stations EZ4431.located in North Carolina and those in adjacent states EZ4431.which have been adjusted to the HARN may be as much as 5 EZ4431.decimeters. This will result in a significant loss of accuracy EZ4431.over lines crossing such state borders. EZ4431 EZ4431 EZ4431.The horizontal coordinates were established by classical geodetic methods EZ4431.and adjusted by the National Geodetic Survey in July 1986. EZ4431 EZ4431.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4431 EZ4431.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4431 EZ4431.The geoid height was determined by GEOID03. EZ4431 EZ4431; North East Units Scale Factor Converg. EZ4431;SPC NC - 231,554.675 672,573.066 MT 0.99992436 +0 24 08.3 EZ4431;SPC NC - 759,692.30 2,206,600.13 sFT 0.99992436 +0 24 08.3 EZ4431;UTM 17 - 3,969,045.784 743,609.641 MT 1.00033134 +1 34 47.2 EZ4431 EZ4431! - Elev Factor x Scale Factor = Combined Factor EZ4431!SPC NC - 0.99998889 x 0.99992436 = 0.99991325 EZ4431!UTM 17 - 0.99998889 x 1.00033134 = 1.00032023 EZ4431 EZ4431: Primary Azimuth Mark Grid Az EZ4431:SPC NC - TART 2 264 54 32.9 EZ4431:UTM 17 - TART 2 263 43 54.0 EZ4431 EZ4431|---------------------------------------------------------------------| EZ4431| PID Reference Object Distance Geod. Az | EZ4431| dddmmss.s | EZ4431| EZ2386 TART 2 APPROX. 1.7 KM 2651841.2 | EZ4431|---------------------------------------------------------------------| EZ4431 EZ4431 SUPERSEDED SURVEY CONTROL EZ4431 EZ4431 NAD 27 - 35 50 06.73761(N) 078 18 11.69941(W) AD( ) 2 EZ4431 NGVD 29 (07/19/86) 105.1 (m) 345. (f) VERT ANG EZ4431 EZ4431.Superseded values are not recommended for survey control. EZ4431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4431.See file dsdata.txt to determine how the superseded data were derived. EZ4431 EZ4431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4361069046(NAD 83) EZ4431_MARKER: DE = TRAVERSE STATION DISK EZ4431_SETTING: 0 = UNSPECIFIED SETTING EZ4431_MAGNETIC: N = NO MAGNETIC MATERIAL EZ4431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ4431 EZ4431 HISTORY - Date Condition Report By EZ4431 HISTORY - 1976 MONUMENTED NCGS EZ4431 EZ4431 STATION DESCRIPTION EZ4431 EZ4431'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB) EZ4431'DURWOOD IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED EZ4431'APPROXIMATELY 1.2 MILES EAST OF WAKEFIELD AND 1.5 MILES NORTHEAST OF EZ4431'ZEBULON, NORTH CAROLINA AT THE NORTHEAST CORNER OF THE US 264 BRIDGE EZ4431'OVER US 64 BYPASS. EZ4431' EZ4431'STATION MARK IS A STANDARD BRASS DISK, STAMPED---DURWOOD 1976---, SET EZ4431'FLUSH IN DRILL HOLE IN CONCRETE BRIDGE FLOOR. THE MARK IS 20.1 FEET EZ4431'NORTH-NORTHEAST OF THE CENTERLINE OF WESTBOUND LANE OF US 264, AND EZ4431'4.1 FEET SOUTHWEST OF EAST END OF NORTH METAL BRIDGE RAIL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2435 *********************************************************************** EZ2435 DESIGNATION - EAGLE AZ MK EZ2435 PID - EZ2435 EZ2435 STATE/COUNTY- NC/WAKE EZ2435 USGS QUAD - KNIGHTDALE (1993) EZ2435 EZ2435 *CURRENT SURVEY CONTROL EZ2435 ___________________________________________________________________ EZ2435* NAD 83(1986)- 35 48 11.46251(N) 078 25 16.78234(W) ADJUSTED EZ2435* NAVD 88 - 99.872 (meters) 327.66 (feet) ADJUSTED EZ2435 ___________________________________________________________________ EZ2435 LAPLACE CORR- -5.57 (seconds) DEFLEC99 EZ2435 GEOID HEIGHT- -33.77 (meters) GEOID03 EZ2435 DYNAMIC HT - 99.783 (meters) 327.37 (feet) COMP EZ2435 MODELED GRAV- 979,746.9 (mgal) NAVD 88 EZ2435 EZ2435 HORZ ORDER - SECOND EZ2435 VERT ORDER - SECOND CLASS II EZ2435 EZ2435.The North Carolina HARNS have been completed but, EZ2435.due to contractual restrictions, coordinates for these stations EZ2435.will NOT be published in the near future. In the interim, the EZ2435.published coordinates in North Carolina will not be EZ2435.consistent with the Continuously Operating Reference Stations EZ2435.(CORS). The HARN coordinates for these stations are available EZ2435.upon request. Contact Gary Thompson(919-733-3836). EZ2435. EZ2435.In addition, the published North Carolina positions EZ2435.(NAD 83 (1986)) are NOT consistent with those determined in EZ2435.adjacent state readjustments. The discontinuity between stations EZ2435.located in North Carolina and those in adjacent states EZ2435.which have been adjusted to the HARN may be as much as 5 EZ2435.decimeters. This will result in a significant loss of accuracy EZ2435.over lines crossing such state borders. EZ2435 EZ2435 EZ2435.The horizontal coordinates were established by classical geodetic methods EZ2435.and adjusted by the National Geodetic Survey in July 1986. EZ2435 EZ2435.The orthometric height was determined by differential leveling EZ2435.and adjusted by the National Geodetic Survey in June 1991. EZ2435 EZ2435.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2435 EZ2435.The geoid height was determined by GEOID03. EZ2435 EZ2435.The dynamic height is computed by dividing the NAVD 88 EZ2435.geopotential number by the normal gravity value computed on the EZ2435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2435.degrees latitude (g = 980.6199 gals.). EZ2435 EZ2435.The modeled gravity was interpolated from observed gravity values. EZ2435 EZ2435; North East Units Scale Factor Converg. EZ2435;SPC NC - 227,916.374 661,901.174 MT 0.99991880 +0 20 02.4 EZ2435;SPC NC - 747,755.64 2,171,587.44 sFT 0.99991880 +0 20 02.4 EZ2435;UTM 17 - 3,965,187.702 733,010.681 MT 1.00026908 +1 30 33.2 EZ2435 EZ2435! - Elev Factor x Scale Factor = Combined Factor EZ2435!SPC NC - 0.99998963 x 0.99991880 = 0.99990843 EZ2435!UTM 17 - 0.99998963 x 1.00026908 = 1.00025870 EZ2435 EZ2435: Primary Azimuth Mark Grid Az EZ2435:SPC NC - VADEN 344 01 17.5 EZ2435:UTM 17 - VADEN 342 50 46.7 EZ2435 EZ2435|---------------------------------------------------------------------| EZ2435| PID Reference Object Distance Geod. Az | EZ2435| dddmmss.s | EZ2435| EZ2430 PHONE 226.265 METERS 10150 | EZ2435| EZ4438 EAGLE 342.389 METERS 32514 | EZ2435| EZ2429 VADEN 459.448 METERS 3442119.9 | EZ2435|---------------------------------------------------------------------| EZ2435 EZ2435 SUPERSEDED SURVEY CONTROL EZ2435 EZ2435 NAD 27 - 35 48 10.90310(N) 078 25 17.77426(W) AD( ) 2 EZ2435 NGVD 29 (??/??/92) 100.154 (m) 328.59 (f) ADJ UNCH 2 2 EZ2435 EZ2435.Superseded values are not recommended for survey control. EZ2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2435.See file dsdata.txt to determine how the superseded data were derived. EZ2435 EZ2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3301165188(NAD 83) EZ2435_MARKER: DZ = AZIMUTH MARK DISK EZ2435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2435_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2435_STAMPING: EAGLE 1969 EZ2435_MARK LOGO: CGS EZ2435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2435+STABILITY: SURFACE MOTION EZ2435 EZ2435 HISTORY - Date Condition Report By EZ2435 HISTORY - 1969 MONUMENTED CGS EZ2435 HISTORY - 1976 GOOD NCGS EZ2435 EZ2435 STATION DESCRIPTION EZ2435 EZ2435'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 EZ2435'TO REACH STATION EAGLE FROM THE POST OFFICE IN WENDELL, GO EZ2435'NORTH ON MAIN STREET FOR 0.15 MILE TO JUNCTION OF U.S. HIGHWAY EZ2435'64. TURN LEFT AND GO WESTERLY ON HIGHWAY 64 FOR 3.25 MILES EZ2435'TO THE JUNCTION OF COUNTY ROAD 1003, CONTINUE WESTERLY ON EZ2435'HIGHWAY 64 FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT. EZ2435' EZ2435'STATION MARK IS A STANDARD DISK, EZ2435'STAMPED---EAGLE 1969---, SET IN THE EZ2435'TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT IS EZ2435'FLUSH WITH THE GROUND. IT IS 27.2 FEET SOUTH OF THE CENTERLINE EZ2435'OF THE EAST BOUND LANE OF HIGHWAY 64, 23.0 FEET WEST OF A FENCE EZ2435'CORNER POST, 2.0 FEET NORTH OF A FENCE, 1.4 FEET NORTHEAST OF EZ2435'A WITNESS POST AND 1.2 FEET WEST OF A POWER LINE POLE. EZ2435 EZ2435 STATION RECOVERY (1976) EZ2435 EZ2435'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2435'1.1 MI NW FROM EAGLE ROCK. EZ2435'TO REACH STATION FROM THE JUNCTION OF THE EAST BOUND LANE OF US 64 EZ2435'BUSINESS AND US 64 BYPASS ABOUT MIDWAY BETWEEN WENDELL AND KNIGHDALE. EZ2435'PROCEED EAST ALONG US 64 BUSINESS FOR 0.5 MILE TO STATION ON RIGHT EZ2435'BESIDE A FENCE. 27.2 FT. S OF CENTERLINE OF US 64 BUSINESS, 51.0 FT. EZ2435'W OF CENTERLINE OF WESTERNMOST DRIVE TO BRICK RESIDENCE. 31.8 FT. W EZ2435'OF A CORNER FENCE POST AND 1.5 FT. NNW OF A WITNESS POST. DISK IS SET EZ2435'IN CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6176 *********************************************************************** EZ6176 DESIGNATION - EAGLE RM 1 EZ6176 PID - EZ6176 EZ6176 STATE/COUNTY- NC/WAKE EZ6176 USGS QUAD - KNIGHTDALE (1993) EZ6176 EZ6176 *CURRENT SURVEY CONTROL EZ6176 ___________________________________________________________________ EZ6176* NAD 83(1986)- 35 48 20.99615(N) 078 25 22.89170(W) ADJUSTED EZ6176* NAVD 88 - 107. (meters) 351. (feet) SCALED EZ6176 ___________________________________________________________________ EZ6176 LAPLACE CORR- -5.62 (seconds) DEFLEC99 EZ6176 GEOID HEIGHT- -33.76 (meters) GEOID03 EZ6176 EZ6176 HORZ ORDER - THIRD EZ6176 EZ6176.The North Carolina HARNS have been completed but, EZ6176.due to contractual restrictions, coordinates for these stations EZ6176.will NOT be published in the near future. In the interim, the EZ6176.published coordinates in North Carolina will not be EZ6176.consistent with the Continuously Operating Reference Stations EZ6176.(CORS). The HARN coordinates for these stations are available EZ6176.upon request. Contact Gary Thompson(919-733-3836). EZ6176. EZ6176.In addition, the published North Carolina positions EZ6176.(NAD 83 (1986)) are NOT consistent with those determined in EZ6176.adjacent state readjustments. The discontinuity between stations EZ6176.located in North Carolina and those in adjacent states EZ6176.which have been adjusted to the HARN may be as much as 5 EZ6176.decimeters. This will result in a significant loss of accuracy EZ6176.over lines crossing such state borders. EZ6176 EZ6176 EZ6176.The horizontal coordinates were established by classical geodetic methods EZ6176.and adjusted by the National Geodetic Survey in September 1997. EZ6176 EZ6176.The orthometric height was scaled from a topographic map. EZ6176 EZ6176.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6176 EZ6176.The geoid height was determined by GEOID03. EZ6176 EZ6176; North East Units Scale Factor Converg. EZ6176;SPC NC - 228,209.288 661,746.091 MT 0.99991925 +0 19 58.8 EZ6176;SPC NC - 748,716.64 2,171,078.63 sFT 0.99991925 +0 19 58.8 EZ6176;UTM 17 - 3,965,477.475 732,849.566 MT 1.00026816 +1 30 29.9 EZ6176 EZ6176! - Elev Factor x Scale Factor = Combined Factor EZ6176!SPC NC - 0.99998854 x 0.99991925 = 0.99990779 EZ6176!UTM 17 - 0.99998854 x 1.00026816 = 1.00025669 EZ6176 EZ6176 SUPERSEDED SURVEY CONTROL EZ6176 EZ6176.No superseded survey control is available for this station. EZ6176 EZ6176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3285065477(NAD 83) EZ6176_MARKER: DR = REFERENCE MARK DISK EZ6176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6176_STAMPING: EAGLE NO 1 1969 EZ6176_MARK LOGO: NGS EZ6176_PROJECTION: FLUSH EZ6176_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ6176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6176+STABILITY: SURFACE MOTION EZ6176 EZ6176 HISTORY - Date Condition Report By EZ6176 HISTORY - 1969 MONUMENTED CGS EZ6176 HISTORY - 19970428 GOOD NCGS EZ6176 EZ6176 STATION DESCRIPTION EZ6176 EZ6176'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1997 (EWB) EZ6176'RECOVERED AS DESCRIBED-NEW INFORMATION FOLLOWS. STATION IS LOCATED EZ6176'ABOUT 3.5 MI (5.6 KM) NORTHWEST OF WENDELL AND 3.1 MI (5.0 KM) EZ6176'EAST-NORTHEAST OF KNIGHTDALE. ABOUT 500-FEET SOUTH-SOUTHWEST OF THE US EZ6176'64 AND SR 1003 (ROLESVILLE ROAD) OVERPASS BRIDGE, AND ON THE PROPERTY EZ6176'OF LEITH BUICK PONTIAC DEALERSHIP. MARK IS FLUSH WITH GROUND AND ABOUT EZ6176'1-FOOT LOWER THAN THE STATION--EAGLE--. LOCATED 71.0 FT (21.6 M) SOUTH EZ6176'OF THE CENTERLINE OF AN EXIT RAMP, 1.6 FT (0.5 M) NORTHWEST OF A EZ6176'WITNESS POST, 1.4 FT (0.4 M) NORTH OF A HIGHWAY RIGHT-OF-WAY MARKER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2224 *********************************************************************** EZ2224 DESIGNATION - EARLY EZ2224 PID - EZ2224 EZ2224 STATE/COUNTY- NC/WAKE EZ2224 USGS QUAD - EDMONDSON (1993) EZ2224 EZ2224 *CURRENT SURVEY CONTROL EZ2224 ___________________________________________________________________ EZ2224* NAD 83(1986)- 35 36 36.47733(N) 078 35 54.91464(W) ADJUSTED EZ2224* NAVD 88 - 100.434 (meters) 329.51 (feet) ADJUSTED EZ2224 ___________________________________________________________________ EZ2224 LAPLACE CORR- -6.60 (seconds) DEFLEC99 EZ2224 GEOID HEIGHT- -33.35 (meters) GEOID03 EZ2224 DYNAMIC HT - 100.346 (meters) 329.22 (feet) COMP EZ2224 MODELED GRAV- 979,753.7 (mgal) NAVD 88 EZ2224 EZ2224 HORZ ORDER - SECOND EZ2224 VERT ORDER - SECOND CLASS II EZ2224 EZ2224.The North Carolina HARNS have been completed but, EZ2224.due to contractual restrictions, coordinates for these stations EZ2224.will NOT be published in the near future. In the interim, the EZ2224.published coordinates in North Carolina will not be EZ2224.consistent with the Continuously Operating Reference Stations EZ2224.(CORS). The HARN coordinates for these stations are available EZ2224.upon request. Contact Gary Thompson(919-733-3836). EZ2224. EZ2224.In addition, the published North Carolina positions EZ2224.(NAD 83 (1986)) are NOT consistent with those determined in EZ2224.adjacent state readjustments. The discontinuity between stations EZ2224.located in North Carolina and those in adjacent states EZ2224.which have been adjusted to the HARN may be as much as 5 EZ2224.decimeters. This will result in a significant loss of accuracy EZ2224.over lines crossing such state borders. EZ2224 EZ2224 EZ2224.The horizontal coordinates were established by classical geodetic methods EZ2224.and adjusted by the National Geodetic Survey in July 1986. EZ2224 EZ2224.The orthometric height was determined by differential leveling EZ2224.and adjusted by the National Geodetic Survey in June 1991. EZ2224 EZ2224.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2224 EZ2224.The geoid height was determined by GEOID03. EZ2224 EZ2224.The dynamic height is computed by dividing the NAVD 88 EZ2224.geopotential number by the normal gravity value computed on the EZ2224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2224.degrees latitude (g = 980.6199 gals.). EZ2224 EZ2224.The modeled gravity was interpolated from observed gravity values. EZ2224 EZ2224; North East Units Scale Factor Converg. EZ2224;SPC NC - 206,419.763 645,967.337 MT 0.99989209 +0 13 54.1 EZ2224;SPC NC - 677,228.84 2,119,311.17 sFT 0.99989209 +0 13 54.1 EZ2224;UTM 17 - 3,943,362.919 717,514.546 MT 1.00018306 +1 23 55.7 EZ2224 EZ2224! - Elev Factor x Scale Factor = Combined Factor EZ2224!SPC NC - 0.99998947 x 0.99989209 = 0.99988156 EZ2224!UTM 17 - 0.99998947 x 1.00018306 = 1.00017253 EZ2224 EZ2224: Primary Azimuth Mark Grid Az EZ2224:SPC NC - WAKEJOHN 171 51 10.1 EZ2224:UTM 17 - WAKEJOHN 170 41 08.5 EZ2224 EZ2224|---------------------------------------------------------------------| EZ2224| PID Reference Object Distance Geod. Az | EZ2224| dddmmss.s | EZ2224| EZ2225 WAKEJOHN APPROX. 0.6 KM 1720504.2 | EZ2224|---------------------------------------------------------------------| EZ2224 EZ2224 SUPERSEDED SURVEY CONTROL EZ2224 EZ2224 NAD 27 - 35 36 35.92222(N) 078 35 55.88732(W) AD( ) 2 EZ2224 NGVD 29 (??/??/92) 100.684 (m) 330.33 (f) ADJ UNCH 2 2 EZ2224 EZ2224.Superseded values are not recommended for survey control. EZ2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2224.See file dsdata.txt to determine how the superseded data were derived. EZ2224 EZ2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1751543363(NAD 83) EZ2224_MARKER: DE = TRAVERSE STATION DISK EZ2224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2224_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2224_STAMPING: EARLY 1976 EZ2224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2224+STABILITY: SURFACE MOTION EZ2224 EZ2224 HISTORY - Date Condition Report By EZ2224 HISTORY - 1976 MONUMENTED NCGS EZ2224 HISTORY - 1976 GOOD NCGS EZ2224 EZ2224 STATION DESCRIPTION EZ2224 EZ2224'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2224'EARLY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2224'IN THE VICINITY OF GARNER, NORTH CAROLINA. EZ2224' EZ2224'EARLY IS LOCATED APPROXIMATELY 6.7 MILES SOUTH OF GARNER AND EZ2224'8.5 MILES WSW OF CLAYTON. TO REACH STATION FROM THE INTERSECTION EZ2224'OF NC 42 WITH NC 50 NEAR THE JOHNSTON-WAKE COUNTY LINE, PROCEED EZ2224'NORTHERLY ALONG NC 50 FOR 1.2 MILES TO STATION ON RIGHT, IN THE EZ2224'FRONT YARD OF B. EARLYS ONE STORY BRICK RESIDENCE, NEAR AN 8 INCH EZ2224'PECAN AND 0.6 MILE SSE OF T INTERSECTION WITH SR 2856 (E). EZ2224' EZ2224'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2224'EARLY 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2224'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2224' EZ2224'MARK IS 66.7 FT ENE OF C/L OF NC 50 EZ2224' EZ2224'107.3 FT S OF C/L OF DIRT DRIVEWAY LEADING TO RESIDENCE EZ2224' EZ2224'58.8 FT SW OF SOUTHWEST CORNER OF RESIDENCE EZ2224' EZ2224'11.8 FT WSW OF 8 INCH PECAN TREE EZ2224' EZ2224'44.9 FT N OF POWER POLE WITH TRANSFORMER AND WITH ALUMINUM EZ2224'REF. TAG EZ2224' EZ2224'48.3 FT SSE OF 8 INCH LONG LEAF PINE EZ2224 EZ2224 STATION RECOVERY (1976) EZ2224 EZ2224'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2224'6.7 MI S FROM GARNER. EZ2224'TO REACH STATION FROM THE INTERSECTION OF NC 42 AND NC 50 NEAR THE EZ2224'JOHNSTON-WAKE COUNTY LINE, PROCEED NORTHERLY ALONG NC 50 FOR 1.2 MILES EZ2224'TO STATION ON RIGHT, IN THE FRONT YARD OF B. EARLYS ONE STORY BRICK EZ2224'RESIDENCE, NEAR AN 8 INCH PECAN, 0.6 MILE SSE OF T INTERSECTION WITH EZ2224'SR 2856 (E). 66.7 FT. ENE OF CENTERLINE OF NC 50, 107.3 FT. S OF EZ2224'CENTERLINE OF DIRT DRIVEWAY LEADING TO RESIDENCE, 58.8 FT. SW OF EZ2224'SOUTHWEST CORNER OF RESIDENCE, 11.8 FT. WSW OF 8 INCH PECAN TREE, 44.9 EZ2224'FT. N OF POWER POLE WITH TRANSFORMER AND WITH ALUMINUM REF. TAG AND EZ2224'48.3 FT. SSE OF 8 INCH LONG LEAF PINE. DISK IS SET IN CONCRETE EZ2224'CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0968 *********************************************************************** EZ0968 DESIGNATION - EAST BASE RESET EZ0968 PID - EZ0968 EZ0968 STATE/COUNTY- NC/WAKE EZ0968 USGS QUAD - RALEIGH WEST (1988) EZ0968 EZ0968 *CURRENT SURVEY CONTROL EZ0968 ___________________________________________________________________ EZ0968* NAD 83(1986)- 35 47 51.64353(N) 078 42 27.03111(W) ADJUSTED EZ0968* NAVD 88 - 154.910 (meters) 508.23 (feet) ADJUSTED EZ0968 ___________________________________________________________________ EZ0968 LAPLACE CORR- -6.88 (seconds) DEFLEC99 EZ0968 GEOID HEIGHT- -32.58 (meters) GEOID03 EZ0968 DYNAMIC HT - 154.777 (meters) 507.80 (feet) COMP EZ0968 MODELED GRAV- 979,769.0 (mgal) NAVD 88 EZ0968 EZ0968 HORZ ORDER - SECOND EZ0968 VERT ORDER - SECOND CLASS 0 EZ0968 EZ0968.The North Carolina HARNS have been completed but, EZ0968.due to contractual restrictions, coordinates for these stations EZ0968.will NOT be published in the near future. In the interim, the EZ0968.published coordinates in North Carolina will not be EZ0968.consistent with the Continuously Operating Reference Stations EZ0968.(CORS). The HARN coordinates for these stations are available EZ0968.upon request. Contact Gary Thompson(919-733-3836). EZ0968. EZ0968.In addition, the published North Carolina positions EZ0968.(NAD 83 (1986)) are NOT consistent with those determined in EZ0968.adjacent state readjustments. The discontinuity between stations EZ0968.located in North Carolina and those in adjacent states EZ0968.which have been adjusted to the HARN may be as much as 5 EZ0968.decimeters. This will result in a significant loss of accuracy EZ0968.over lines crossing such state borders. EZ0968 EZ0968 EZ0968.The horizontal coordinates were established by classical geodetic methods EZ0968.and adjusted by the National Geodetic Survey in March 1998. EZ0968 EZ0968.The orthometric height was determined by differential leveling EZ0968.and adjusted by the National Geodetic Survey in June 1991. EZ0968 EZ0968.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0968 EZ0968.The geoid height was determined by GEOID03. EZ0968 EZ0968.The dynamic height is computed by dividing the NAVD 88 EZ0968.geopotential number by the normal gravity value computed on the EZ0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0968.degrees latitude (g = 980.6199 gals.). EZ0968 EZ0968.The modeled gravity was interpolated from observed gravity values. EZ0968 EZ0968; North East Units Scale Factor Converg. EZ0968;SPC NC - 227,192.097 636,038.307 MT 0.99991788 +0 10 07.7 EZ0968;SPC NC - 745,379.40 2,086,735.68 sFT 0.99991788 +0 10 07.7 EZ0968;UTM 17 - 3,963,933.374 707,160.863 MT 1.00012885 +1 20 29.1 EZ0968 EZ0968! - Elev Factor x Scale Factor = Combined Factor EZ0968!SPC NC - 0.99998080 x 0.99991788 = 0.99989868 EZ0968!UTM 17 - 0.99998080 x 1.00012885 = 1.00010965 EZ0968 EZ0968: Primary Azimuth Mark Grid Az EZ0968:SPC NC - PATROL 2 359 44 13.2 EZ0968:UTM 17 - PATROL 2 358 33 51.8 EZ0968 EZ0968|---------------------------------------------------------------------| EZ0968| PID Reference Object Distance Geod. Az | EZ0968| dddmmss.s | EZ0968| EZ0967 PATROL 2 APPROX. 0.6 KM 3595420.9 | EZ0968|---------------------------------------------------------------------| EZ0968 EZ0968 SUPERSEDED SURVEY CONTROL EZ0968 EZ0968 NAD 83(1986)- 35 47 51.64484(N) 078 42 27.03201(W) AD( ) 2 EZ0968 NAD 27 - 35 47 51.10939(N) 078 42 28.02274(W) AD( ) 2 EZ0968 NGVD 29 (??/??/92) 155.17 (m) 509.1 (f) COMPUTED 2 0 EZ0968 EZ0968.Superseded values are not recommended for survey control. EZ0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0968.See file dsdata.txt to determine how the superseded data were derived. EZ0968 EZ0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0716163933(NAD 83) EZ0968_MARKER: DE = TRAVERSE STATION DISK EZ0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0968_SP_SET: CONCRETE POST EZ0968_STAMPING: EAST BASE 1961 1966 EZ0968_MARK LOGO: NCGS EZ0968_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0968+STABILITY: SURFACE MOTION EZ0968 EZ0968 HISTORY - Date Condition Report By EZ0968 HISTORY - 1970 MONUMENTED NCGS EZ0968 HISTORY - 1973 GOOD NCGS EZ0968 HISTORY - 1973 GOOD NCGS EZ0968 HISTORY - 1983 GOOD NCGS EZ0968 HISTORY - 1983 GOOD NCGS EZ0968 HISTORY - 19860101 GOOD NCGS EZ0968 EZ0968 STATION DESCRIPTION EZ0968 EZ0968'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ0968'EAST BASE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ0968'THE VICINITY OF NORTHWEST WAKE COUNTY. EZ0968' EZ0968'EAST BASE IS LOCATED APPROXIMATELY 3.8 MILES WEST OF RALEIGH AND EZ0968'4.1 MILES EAST OF CARY. TO REACH STATION PROCEED FROM THE EZ0968'INTERSECTION OF NC 54 AND SR 1664 NEAR SOUTHEAST CORNER OF STATE EZ0968'FAIRGROUNDS, GO NORTH ON SR 1664 FOR 0.2 MILE TO STATION ON RIGHT, EZ0968'APPROXIMATELY 125 FEET SOUTH OF INTERSECTION OF SR 1664 AND SR EZ0968'1656 (OLD TRINITY RD.) AND APPROXIMATELY 300 FEET SOUTHWEST OF EZ0968'STATE HIGHWAY PATROL STATION. EZ0968' EZ0968'STATION MARK IS A STANDARD PRECAST MONUMENT WITH A DISK STAMPED EZ0968'EAST BASE 1961,1966, WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0968' EZ0968'MARK IS-- EZ0968'57.6 FEET E OF C/L OF SR 1664. EZ0968'71.0 FEET S OF C/L OF DRIVEWAY. EZ0968'79.3 FEET NNW OF NW CORNER OF BLOCK HOUSE. EZ0968'83.6 FEET NW OF NE CORNER OF BLOCK HOUSE. EZ0968'6.3 FEET E OF ALUMINUM REF. TAG ON 4X4 FENCE POST. EZ0968'8.6 FEET SE OF ALUMINUM REF. TAG ON 4X4 FENCE POST. EZ0968'17.6 FEET NNW OF 2 INCH CEDAR TREE. EZ0968 EZ0968 STATION RECOVERY (1973) EZ0968 EZ0968'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EZ0968'MARK WAS RECOVERED IN GOOD CONDITION. EZ0968 EZ0968 STATION RECOVERY (1973) EZ0968 EZ0968'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0968'4.1 MI WNW FROM RALEIGH. EZ0968'TO REACH STATION FROM THE (BLUE RIDGE ROAD) SR 1664 BRIDGE OVER EZ0968'I-40, PROCEED SOUTH ALONG SR 1664 FOR 0.40 MILES TO STATION EZ0968'ON THE LEFT, APPROXIMATELY 300 FT SW OF HIGHWAY PATROL STATION, EZ0968'0.20 MILES NNW OF HILLSBOROUGH STREET (NC 54), 57.6 FT E OF C/L OF EZ0968'SR 1664 (BLUE RIDGE ROAD), 71.0 FT S OF C/L OF DRIVEWAY, 79.3 FT EZ0968'NNW OF NW CORNER OF BLOCK HOUSE, 83.6 FT NW OF NE CORNER OF EZ0968'BLOCK HOUSE, 17.6 FT NNW OF 2 IN CEDAR, 06.3 FT E OF TAG ON FENCE EZ0968'POST, AND 08.6 FT SE OF TAG ON FENCE POST. DISK IS SET IN TOP OF EZ0968'A CONCRETE CYLINDER FLUSH WITH THE GROUND. EZ0968 EZ0968 STATION RECOVERY (1983) EZ0968 EZ0968'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (CEH) EZ0968'THE STATION WAS RECOVERED AT THIS DATE. EZ0968'THE STATION WAS RECOVERED IN GOOD CONDITION. DESCRIPTION IS EZ0968'ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS. EZ0968'THE MARK IS 11.25 METERS (36.9 FT) NORTH-NORTHEAST OF WEST END OF EZ0968'SIGN HANGER AND 21.31 METERS (69.9 FT) WEST-NORTHWEST OF 30 INCH EZ0968'OAK. EZ0968' EZ0968'11.25 METERS (36.9 FT) NORTH-NORTHEAST FROM THE WEST END OF SIGN EZ0968'HANGER AND EZ0968'21.31 METERS (69.9 FT) WEST-NORTHWEST FROM A 30 INCH OAK. EZ0968' EZ0968'THE STATION WAS RECOVERED BY NCGS. EZ0968 EZ0968 STATION RECOVERY (1983) EZ0968 EZ0968'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 EZ0968'RECOVERED IN GOOD CONDITION EXCEPT ADD 11.25 METERS (36.9 FT) EZ0968'NORTH-NORTHEAST FROM THE WEST END OF SIGN HANGER AND 21.31 METERS EZ0968'(69.9 FT) WEST-NORTHWEST FROM A 30 INCH OAK. EZ0968 EZ0968 STATION RECOVERY (1986) EZ0968 EZ0968'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ0968'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0737 *********************************************************************** EZ0737 DESIGNATION - EAST=M 20 EZ0737 PID - EZ0737 EZ0737 STATE/COUNTY- NC/WAKE EZ0737 USGS QUAD - RALEIGH WEST (1988) EZ0737 EZ0737 *CURRENT SURVEY CONTROL EZ0737 ___________________________________________________________________ EZ0737* NAD 83(1986)- 35 45 59.07300(N) 078 38 19.40165(W) ADJUSTED EZ0737* NAVD 88 - 87.649 (meters) 287.56 (feet) ADJUSTED EZ0737 ___________________________________________________________________ EZ0737 LAPLACE CORR- -7.43 (seconds) DEFLEC99 EZ0737 GEOID HEIGHT- -32.94 (meters) GEOID03 EZ0737 DYNAMIC HT - 87.573 (meters) 287.31 (feet) COMP EZ0737 MODELED GRAV- 979,765.1 (mgal) NAVD 88 EZ0737 OBS GRAVITY - 979,771.4 (mgal) GRAV_OBS EZ0737 EZ0737 HORZ ORDER - SECOND EZ0737 VERT ORDER - FIRST CLASS II EZ0737 EZ0737.The North Carolina HARNS have been completed but, EZ0737.due to contractual restrictions, coordinates for these stations EZ0737.will NOT be published in the near future. In the interim, the EZ0737.published coordinates in North Carolina will not be EZ0737.consistent with the Continuously Operating Reference Stations EZ0737.(CORS). The HARN coordinates for these stations are available EZ0737.upon request. Contact Gary Thompson(919-733-3836). EZ0737. EZ0737.In addition, the published North Carolina positions EZ0737.(NAD 83 (1986)) are NOT consistent with those determined in EZ0737.adjacent state readjustments. The discontinuity between stations EZ0737.located in North Carolina and those in adjacent states EZ0737.which have been adjusted to the HARN may be as much as 5 EZ0737.decimeters. This will result in a significant loss of accuracy EZ0737.over lines crossing such state borders. EZ0737 EZ0737 EZ0737.The horizontal coordinates were established by classical geodetic methods EZ0737.and adjusted by the National Geodetic Survey in July 1986. EZ0737 EZ0737.The orthometric height was determined by differential leveling EZ0737.and adjusted by the National Geodetic Survey in June 1991. EZ0737 EZ0737.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0737 EZ0737.The geoid height was determined by GEOID03. EZ0737 EZ0737.The dynamic height is computed by dividing the NAVD 88 EZ0737.geopotential number by the normal gravity value computed on the EZ0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0737.degrees latitude (g = 980.6199 gals.). EZ0737 EZ0737.The modeled gravity was interpolated from observed gravity values. EZ0737.The observed gravity was obtained from relative gravimeter ties EZ0737.to the IGSN71 gravity network. EZ0737 EZ0737; North East Units Scale Factor Converg. EZ0737;SPC NC - 223,743.370 642,268.187 MT 0.99991284 +0 12 30.7 EZ0737;SPC NC - 734,064.71 2,107,174.88 sFT 0.99991284 +0 12 30.7 EZ0737;UTM 17 - 3,960,612.070 713,461.448 MT 1.00016152 +1 22 50.3 EZ0737 EZ0737! - Elev Factor x Scale Factor = Combined Factor EZ0737!SPC NC - 0.99999141 x 0.99991284 = 0.99990425 EZ0737!UTM 17 - 0.99999141 x 1.00016152 = 1.00015293 EZ0737 EZ0737: Primary Azimuth Mark Grid Az EZ0737:SPC NC - RALEIGH B 327 16 33.9 EZ0737:UTM 17 - RALEIGH B 326 06 14.3 EZ0737 EZ0737|---------------------------------------------------------------------| EZ0737| PID Reference Object Distance Geod. Az | EZ0737| dddmmss.s | EZ0737| EZ2679 RALEIGH B APPROX. 1.0 KM 3272904.6 | EZ0737|---------------------------------------------------------------------| EZ0737 EZ0737 SUPERSEDED SURVEY CONTROL EZ0737 EZ0737 NAD 27 - 35 45 58.52862(N) 078 38 20.39508(W) AD( ) 2 EZ0737 NGVD 29 (??/??/92) 87.923 (m) 288.46 (f) ADJ UNCH 1 2 EZ0737 EZ0737.Superseded values are not recommended for survey control. EZ0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0737.See file dsdata.txt to determine how the superseded data were derived. EZ0737 EZ0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1346160612(NAD 83) EZ0737_MARKER: DD = SURVEY DISK EZ0737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0737_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0737_STAMPING: M 20 EAST 1918 EL 288.333 FT EZ0737_MARK LOGO: CGS EZ0737_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0737+STABILITY: SURFACE MOTION EZ0737 EZ0737 HISTORY - Date Condition Report By EZ0737 HISTORY - 1918 MONUMENTED CGS EZ0737 HISTORY - 1933 SEE DESCRIPTION CGS EZ0737 HISTORY - 1968 GOOD CGS EZ0737 HISTORY - 1968 GOOD CGS EZ0737 HISTORY - 1973 GOOD NGS EZ0737 HISTORY - 1978 GOOD DOD EZ0737 HISTORY - 19911203 GOOD NCGS EZ0737 EZ0737 STATION DESCRIPTION EZ0737 EZ0737'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 EZ0737'ABOUT 1 MILE SOUTH OF RAILWAY STATION AT RALEIGH, ON PROLONGATION EZ0737'OF TANGENT TO EAST RAIL FROM SOUTH, ON FIRST CURVE SOUTH OF EZ0737'TRESTLE, ON TOP OF HILL IN NEGRO RESIDENTIAL SECTION, 15 FEET EZ0737'EAST OF CENTER LINE OF SOUTH WILMINGTON STREET, ABOUT 150 YARDS EZ0737'SOUTH OF INTERSECTION OF BLEDSOE AND SOUTH WILMINGTON STREETS, EZ0737'ABOUT 125 FEET EAST OF EAST RAIL OF SOUTHERN RAILWAY, 70 FEET EZ0737'NORTHEAST OF TELEPHONE POLE, 69 FEET SOUTH OF TWIN TREES, IN EZ0737'MIDDLE OF DIRT SIDEWALK, 2 FEET EAST OF EDGE OF BANK, AND EZ0737'12.3 FEET WEST OF SOUTHWEST BRICK FOUNDATION OF HOUSE. EZ0737'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE, NOTE 1A. EZ0737'UNDERGROUND MARK IS NAIL IN CONCRETE, NOTE 7C. EZ0737' EZ0737'REFERENCE MARK IS STANDARD REFERENCE DISK IN WEST FACE OF EZ0737'SOUTHWEST PIER UNDER FIRST HOUSE NORTH OF STATION, AND 17.7 EZ0737'METERS (58 FEET) FROM STATION N 13 DEG 52 MIN E. EZ0737' EZ0737'AZIMUTH MARK, ESTABLISHED IN 1933, IS STANDARD EZ0737'REFERENCE DISK IN CONCRETE, NOTE 11A, AT INTERSECTION OF EZ0737'BLEDSOE AND SOUTH WILMINGTON STREETS, 28 FEET WEST OF EZ0737'CENTER LINE OF SOUTH WILMINGTON STREET, 20.7 FEET EAST OF EZ0737'NORTHEAST CORNER OF VACANT RAMSHACKLE HOUSE, 38.4 FEET EZ0737'NORTHEAST OF SOUTHEAST CORNER OF SAME HOUSE, 34.6 FEET EZ0737'SOUTH OF 8-INCH MAPLE TREE, 59.0 FEET WEST OF IRON STREET EZ0737'SIGN, AND APPROXIMATELY 150 YARDS EZ0737'FROM STATION N 02 DEG 06 MIN W. EZ0737 EZ0737 STATION RECOVERY (1968) EZ0737 EZ0737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GRS) EZ0737'THE STATION MARK, EZ0737'STAMPED---M 20 EAST 1918 EL 288.333 FT---, IS EZ0737'ABOUT 0.7 MILE SOUTHEAST ALONG THE SOUTHERN RAILWAY COMPANY EZ0737'RAILROAD FROM THE STATION AT RALEIGH, 0.2 MILE NORTH OF MILEPOST EZ0737'82, 106 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 91 FEET EZ0737'SOUTHEAST OF THE NORTHEAST CORNER OF THE RAILROAD UNDERPASS EZ0737'FOR U.S. HIGHWAYS 70 AND 401, 20 FEET EAST OF THE CENTERLINE EZ0737'OF SOUTH WILMINGTON STREET, 19 FEET WEST OF THE SOUTHWEST EZ0737'CORNER OF FRAME HOUSE NUMBER 1111, 4-1/2 FEET NORTHWEST OF A EZ0737'22-INCH CHINABERRY TREE, 2.4 FEET SOUTHEAST OF A METAL EZ0737'WITNESS POST, ABOUT 12 FEET ABOVE THE LEVEL OF THE TRACK, EZ0737'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 14 EZ0737'INCHES. EZ0737' EZ0737'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EZ0737'0.7 MILE SOUTHEAST. EZ0737 EZ0737 STATION RECOVERY (1968) EZ0737 EZ0737'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 EZ0737'0.7 MI SE FROM RALEIGH. EZ0737'ABOUT 0.7 MILE SOUTHEAST ALONG THE SOUTHERN RAILWAY COMPANY EZ0737'RAILROAD FROM THE STATION AT RALEIGH, 0.2 MILE NORTH OF MILEPOST EZ0737'82, 106 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, 91 FEET EZ0737'SOUTHEAST OF THE NORTHEAST CORNER OF THE RAILROAD UNDERPASS EZ0737'FOR U.S. HIGHWAYS 70 AND 401, 20 FEET EAST OF THE CENTERLINE EZ0737'OF SOUTH WILMINGTON STREET, 19 FEET WEST OF THE SOUTHWEST CORNER EZ0737'OF FRAME HOUSE NUMBER 1111, 4 1/2 FEET NORTHWEST OF A 22-INCH EZ0737'CHINABERRY TREE, 2.4 FEET SOUTHEAST OF A METAL WITNESS POST, EZ0737'ABOUT 12 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP EZ0737'OF A CONCRETE POST WHICH PROJECTS 14 INCHES. EZ0737 EZ0737 STATION RECOVERY (1973) EZ0737 EZ0737'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 EZ0737'RECOVERED IN GOOD CONDITION. EZ0737 EZ0737 STATION RECOVERY (1978) EZ0737 EZ0737'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978 EZ0737'RECOVERED IN GOOD CONDITION. EZ0737 EZ0737 STATION RECOVERY (1991) EZ0737 EZ0737'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB) EZ0737'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7310 *********************************************************************** AE7310 DESIGNATION - EATMAN AE7310 PID - AE7310 AE7310 STATE/COUNTY- NC/WAKE AE7310 USGS QUAD - BAYLEAF (1987) AE7310 AE7310 *CURRENT SURVEY CONTROL AE7310 ___________________________________________________________________ AE7310* NAD 83(1986)- 35 52 32.76253(N) 078 43 50.68956(W) ADJUSTED AE7310* NAVD 88 - 119.5 (meters) 392. (feet) VERTCON AE7310 ___________________________________________________________________ AE7310 LAPLACE CORR- -7.34 (seconds) DEFLEC99 AE7310 GEOID HEIGHT- -32.28 (meters) GEOID03 AE7310 AE7310 HORZ ORDER - SECOND AE7310 AE7310.The North Carolina HARNS have been completed but, AE7310.due to contractual restrictions, coordinates for these stations AE7310.will NOT be published in the near future. In the interim, the AE7310.published coordinates in North Carolina will not be AE7310.consistent with the Continuously Operating Reference Stations AE7310.(CORS). The HARN coordinates for these stations are available AE7310.upon request. Contact Gary Thompson(919-733-3836). AE7310. AE7310.In addition, the published North Carolina positions AE7310.(NAD 83 (1986)) are NOT consistent with those determined in AE7310.adjacent state readjustments. The discontinuity between stations AE7310.located in North Carolina and those in adjacent states AE7310.which have been adjusted to the HARN may be as much as 5 AE7310.decimeters. This will result in a significant loss of accuracy AE7310.over lines crossing such state borders. AE7310 AE7310 AE7310.The horizontal coordinates were established by classical geodetic methods AE7310.and adjusted by the National Geodetic Survey in March 1998. AE7310 AE7310.The NAVD 88 height was computed by applying the VERTCON shift value to AE7310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7310 AE7310.The Laplace correction was computed from DEFLEC99 derived deflections. AE7310 AE7310.The geoid height was determined by GEOID03. AE7310 AE7310; North East Units Scale Factor Converg. AE7310;SPC NC - 235,849.867 633,914.385 MT 0.99993178 +0 09 19.5 AE7310;SPC NC - 773,784.11 2,079,767.44 sFT 0.99993178 +0 09 19.5 AE7310;UTM 17 - 3,972,547.528 704,859.581 MT 1.00011716 +1 19 49.1 AE7310 AE7310! - Elev Factor x Scale Factor = Combined Factor AE7310!SPC NC - 0.99998632 x 0.99993178 = 0.99991810 AE7310!UTM 17 - 0.99998632 x 1.00011716 = 1.00010348 AE7310 AE7310 SUPERSEDED SURVEY CONTROL AE7310 AE7310 NGVD 29 (03/10/98) 119.7 (m) 393. (f) VERT ANG AE7310 AE7310.Superseded values are not recommended for survey control. AE7310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7310.See file dsdata.txt to determine how the superseded data were derived. AE7310 AE7310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0486072548(NAD 83) AE7310_MARKER: DH = HORIZONTAL CONTROL DISK AE7310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7310_STAMPING: EATMAN 1986 AE7310_MARK LOGO: NCGS AE7310_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7310+STABILITY: SURFACE MOTION AE7310 AE7310 HISTORY - Date Condition Report By AE7310 HISTORY - 1986 MONUMENTED NCGS AE7310 AE7310 STATION DESCRIPTION AE7310 AE7310'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7310'STATION IS LOCATED ABOUT 13.2 KM (8.20 MI) NORTHWEST OF CAPITOL SQUARE AE7310'(IN RALEIGH), AND 3.4 KM (2.10 MI) SOUTH OF LEESVILLE COMMUNITY. ALONG AE7310'US 70 FOR 4.4 KM (2.75 MI) SOUTHEAST FROM SR 1002 (AVIATION PARKWAY), AE7310'OR 0.2 KM (0.10 MI) NORTHWEST OF LAKE ANNE DRIVE, OPPOSITE THE CENTER AE7310'OF THE CROSSOVER, AT THE BOTTOM OF A 14-FT CUT. MARK IS RECESSED 2 AE7310'INCHES BELOW GROUND AND ABOUT LEVEL WITH HIGHWAY. LOCATED 9.6 M (31.5 AE7310'FT) SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANE, 1.7 M (5.6 FT) AE7310'SOUTHWEST OF A CURB, 132.3 M (434.1 FT) NORTH-NORTHWEST OF THE AE7310'CENTERLINE OF LAKE ANNE DRIVE, 79.5 M (260.8 FT) NORTHWEST OF THE AE7310'CENTER OF A METAL DROP INLET, 9.9 M (32.5 FT) SOUTH-SOUTHEAST OF THE AE7310'WEST END OF THE CURB, AND (SLOPE DISTANCE) 5.2 M (17.1 FT) NORTHEAST AE7310'OF A 5-INCH OAK WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5200 *********************************************************************** EZ5200 DESIGNATION - EBENEZER EZ5200 PID - EZ5200 EZ5200 STATE/COUNTY- NC/WAKE EZ5200 USGS QUAD - BAYLEAF (1987) EZ5200 EZ5200 *CURRENT SURVEY CONTROL EZ5200 ___________________________________________________________________ EZ5200* NAD 83(1986)- 35 53 01.58618(N) 078 44 24.02620(W) ADJUSTED EZ5200* NAVD 88 - 135.93 (+/-2cm) 446.0 (feet) VERTCON EZ5200 ___________________________________________________________________ EZ5200 LAPLACE CORR- -7.08 (seconds) DEFLEC99 EZ5200 GEOID HEIGHT- -32.22 (meters) GEOID03 EZ5200 EZ5200 HORZ ORDER - SECOND EZ5200 VERT ORDER - THIRD ? (See Below) EZ5200 EZ5200.The North Carolina HARNS have been completed but, EZ5200.due to contractual restrictions, coordinates for these stations EZ5200.will NOT be published in the near future. In the interim, the EZ5200.published coordinates in North Carolina will not be EZ5200.consistent with the Continuously Operating Reference Stations EZ5200.(CORS). The HARN coordinates for these stations are available EZ5200.upon request. Contact Gary Thompson(919-733-3836). EZ5200. EZ5200.In addition, the published North Carolina positions EZ5200.(NAD 83 (1986)) are NOT consistent with those determined in EZ5200.adjacent state readjustments. The discontinuity between stations EZ5200.located in North Carolina and those in adjacent states EZ5200.which have been adjusted to the HARN may be as much as 5 EZ5200.decimeters. This will result in a significant loss of accuracy EZ5200.over lines crossing such state borders. EZ5200 EZ5200 EZ5200.The horizontal coordinates were established by classical geodetic methods EZ5200.and adjusted by the National Geodetic Survey in July 1986. EZ5200 EZ5200.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5200.The vertical order pertains to the NGVD 29 superseded value. EZ5200 EZ5200.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5200 EZ5200.The geoid height was determined by GEOID03. EZ5200 EZ5200; North East Units Scale Factor Converg. EZ5200;SPC NC - 236,735.959 633,075.879 MT 0.99993331 +0 09 00.2 EZ5200;SPC NC - 776,691.23 2,077,016.45 sFT 0.99993331 +0 09 00.2 EZ5200;UTM 17 - 3,973,416.397 704,002.925 MT 1.00011284 +1 19 30.5 EZ5200 EZ5200! - Elev Factor x Scale Factor = Combined Factor EZ5200!SPC NC - 0.99998372 x 0.99993331 = 0.99991703 EZ5200!UTM 17 - 0.99998372 x 1.00011284 = 1.00009656 EZ5200 EZ5200: Primary Azimuth Mark Grid Az EZ5200:SPC NC - ANNE LAKE 135 36 42.5 EZ5200:UTM 17 - ANNE LAKE 134 26 12.2 EZ5200 EZ5200|---------------------------------------------------------------------| EZ5200| PID Reference Object Distance Geod. Az | EZ5200| dddmmss.s | EZ5200| EZ5110 ANNE LAKE APPROX. 1.6 KM 1354542.7 | EZ5200|---------------------------------------------------------------------| EZ5200 EZ5200 SUPERSEDED SURVEY CONTROL EZ5200 EZ5200 NAD 27 - 35 53 01.05818(N) 078 44 25.00619(W) AD( ) 2 EZ5200 NGVD 29 (07/19/86) 136.19 (m) 446.8 (f) LEVELING 3 EZ5200 EZ5200.Superseded values are not recommended for survey control. EZ5200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5200.See file dsdata.txt to determine how the superseded data were derived. EZ5200 EZ5200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0400373416(NAD 83) EZ5200_MARKER: DE = TRAVERSE STATION DISK EZ5200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5200_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5200_STAMPING: EBENEZER 1961 EZ5200_MARK LOGO: NCGS EZ5200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5200+STABILITY: SURFACE MOTION EZ5200 EZ5200 HISTORY - Date Condition Report By EZ5200 HISTORY - 1961 MONUMENTED NCGS EZ5200 HISTORY - 1987 GOOD USPSQD EZ5200 HISTORY - 20030307 MARK NOT FOUND USPSQD EZ5200 EZ5200 STATION DESCRIPTION EZ5200 EZ5200'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ5200'EBENEZER IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ5200'ESTABLISHED IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5200' EZ5200'EBENEZER IS 9.5 MILES NNW OF RALEIGH. PROCEED W ON U.S. 70 EZ5200'FOR 5.3 MILES TO BRIDGE OVER CRABTREE CREEK. CONTINUE ON U.S. EZ5200'70 FOR 5.2 MILES TO STATION. OR 2.0 MILES E OF INTERSECTION OF EZ5200'U.S. 70 AND RALEIGH-DURHAM AIRPORT RD. EZ5200' EZ5200'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5200'EBENEZER 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ5200'OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ5200' EZ5200'MARK IS EZ5200' EZ5200'310.0 FT E OF SR 1647 INTERSECTION WITH U.S. 70 EZ5200' EZ5200'307.5 FT E OF 3 LEAD NAILS IN C/L OF CROSSOVER EZ5200' EZ5200'6.1 FT S OF EDGE OF W BOUND LANE OF U.S. 70 EZ5200 EZ5200 STATION RECOVERY (1987) EZ5200 EZ5200'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ5200'RECOVERED IN GOOD CONDITION. EZ5200 EZ5200 STATION RECOVERY (2003) EZ5200 EZ5200'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ5200'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0947 *********************************************************************** EZ0947 DESIGNATION - EBENEZER 2 EZ0947 PID - EZ0947 EZ0947 STATE/COUNTY- NC/WAKE EZ0947 USGS QUAD - BAYLEAF (1987) EZ0947 EZ0947 *CURRENT SURVEY CONTROL EZ0947 ___________________________________________________________________ EZ0947* NAD 83(1986)- 35 53 00.85557(N) 078 44 23.30135(W) ADJUSTED EZ0947* NAVD 88 - 135.887 (meters) 445.82 (feet) ADJUSTED EZ0947 ___________________________________________________________________ EZ0947 LAPLACE CORR- -7.09 (seconds) DEFLEC99 EZ0947 GEOID HEIGHT- -32.22 (meters) GEOID03 EZ0947 DYNAMIC HT - 135.772 (meters) 445.45 (feet) COMP EZ0947 MODELED GRAV- 979,785.2 (mgal) NAVD 88 EZ0947 EZ0947 HORZ ORDER - SECOND EZ0947 VERT ORDER - SECOND CLASS 0 EZ0947 EZ0947.The North Carolina HARNS have been completed but, EZ0947.due to contractual restrictions, coordinates for these stations EZ0947.will NOT be published in the near future. In the interim, the EZ0947.published coordinates in North Carolina will not be EZ0947.consistent with the Continuously Operating Reference Stations EZ0947.(CORS). The HARN coordinates for these stations are available EZ0947.upon request. Contact Gary Thompson(919-733-3836). EZ0947. EZ0947.In addition, the published North Carolina positions EZ0947.(NAD 83 (1986)) are NOT consistent with those determined in EZ0947.adjacent state readjustments. The discontinuity between stations EZ0947.located in North Carolina and those in adjacent states EZ0947.which have been adjusted to the HARN may be as much as 5 EZ0947.decimeters. This will result in a significant loss of accuracy EZ0947.over lines crossing such state borders. EZ0947 EZ0947 EZ0947.The horizontal coordinates were established by classical geodetic methods EZ0947.and adjusted by the National Geodetic Survey in July 1986. EZ0947 EZ0947.The orthometric height was determined by differential leveling EZ0947.and adjusted by the National Geodetic Survey in June 1991. EZ0947 EZ0947.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0947 EZ0947.The geoid height was determined by GEOID03. EZ0947 EZ0947.The dynamic height is computed by dividing the NAVD 88 EZ0947.geopotential number by the normal gravity value computed on the EZ0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0947.degrees latitude (g = 980.6199 gals.). EZ0947 EZ0947.The modeled gravity was interpolated from observed gravity values. EZ0947 EZ0947; North East Units Scale Factor Converg. EZ0947;SPC NC - 236,713.489 633,094.118 MT 0.99993328 +0 09 00.6 EZ0947;SPC NC - 776,617.51 2,077,076.29 sFT 0.99993328 +0 09 00.6 EZ0947;UTM 17 - 3,973,394.303 704,021.624 MT 1.00011293 +1 19 30.9 EZ0947 EZ0947! - Elev Factor x Scale Factor = Combined Factor EZ0947!SPC NC - 0.99998373 x 0.99993328 = 0.99991701 EZ0947!UTM 17 - 0.99998373 x 1.00011293 = 1.00009666 EZ0947 EZ0947: Primary Azimuth Mark Grid Az EZ0947:SPC NC - UMSTEAD 310 12 04.6 EZ0947:UTM 17 - UMSTEAD 309 01 34.3 EZ0947 EZ0947|---------------------------------------------------------------------| EZ0947| PID Reference Object Distance Geod. Az | EZ0947| dddmmss.s | EZ0947| EZ0946 UMSTEAD APPROX. 1.5 KM 3102105.2 | EZ0947|---------------------------------------------------------------------| EZ0947 EZ0947 SUPERSEDED SURVEY CONTROL EZ0947 EZ0947 NAD 27 - 35 53 00.32759(N) 078 44 24.28130(W) AD( ) 2 EZ0947 NGVD 29 (??/??/92) 136.14 (m) 446.7 (f) COMPUTED 2 0 EZ0947 EZ0947.Superseded values are not recommended for survey control. EZ0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0947.See file dsdata.txt to determine how the superseded data were derived. EZ0947 EZ0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0402273394(NAD 83) EZ0947_MARKER: DE = TRAVERSE STATION DISK EZ0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0947_STAMPING: EBENEZER 2 1968 EZ0947_MARK LOGO: NCGS EZ0947_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0947+STABILITY: SURFACE MOTION EZ0947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ0947+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2003 EZ0947 EZ0947 HISTORY - Date Condition Report By EZ0947 HISTORY - 1968 MONUMENTED NCGS EZ0947 HISTORY - 1973 GOOD NCGS EZ0947 HISTORY - 1973 GOOD NCGS EZ0947 HISTORY - 19860101 GOOD NCGS EZ0947 HISTORY - 20030307 GOOD USPSQD EZ0947 EZ0947 STATION DESCRIPTION EZ0947 EZ0947'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EZ0947'EBENEZER 2 IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ0947'ESTABLISHED IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ0947' EZ0947'EBENEZER 2 IS LOCATED APPROXIMATELY 9.5 MILES NNW OF RALEIGH. TO EZ0947'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 64 AND EZ0947'U.S. 1 BYPASS WITH U.S. 70, GO NORTHWEST ON U.S. 70 FOR 5.3 EZ0947'MILES TO STATION. WHICH IS ON THE NORTHEAST SHOULDER OF U.S. EZ0947'70 E BOUND LANE ON RISE ABOUT 400 FEET SOUTHEAST OF EZ0947'INTERSECTION OF SR 1647 (EBENEZER CHURCH RD.) AND U.S. 70, AND EZ0947'IS OPPOSITE WHERE LEFT TURN LANE FOR W BOUND LANE STARTS. EZ0947' EZ0947'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0947'EBENEZER 2, 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE EZ0947'TOP OF WHICH IS 5 INCHES BELOW THE SURFACE OF THE GROUND. EZ0947' EZ0947'MARK IS EZ0947' EZ0947'6.3 FT NE OF NE EDGE OF E BOUND LANE OF U.S. 70 EZ0947' EZ0947'24.2 FT SW OF SW EDGE OF W BOUND LANE OF U.S. 70 EZ0947' EZ0947'335.8 FT SE OF SE EDGE OF CONCRETE STORM DRAIN COVER ON SE EZ0947'SIDE OF SR 1647 CROSSOVER EZ0947' EZ0947'361.0 FT SE OF 4X4 POST WITH SR 1647 AND EBENEZER CHURCH RD. EZ0947'SIGN, AND WITH ALUMINUM REF. TAG EZ0947' EZ0947'407.4 FT SE OF C/L OF INTERSECTION OF SR 1647 (EBENEZER RD.) EZ0947'CROSSOVER WITH U.S. 70 EZ0947 EZ0947 STATION RECOVERY (1973) EZ0947 EZ0947'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EZ0947'GOOD AS DESCRIBED. EZ0947 EZ0947 STATION RECOVERY (1973) EZ0947 EZ0947'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0947'6.4 MI NE FROM MORRISVILLE. EZ0947'EBENEZER 2 IS LOCATED APPROXIMATELY 9.2 MILES NW OF CAPITOL EZ0947'SQUARE IN RALEIGH. TO REACH STATION FROM THE U.S. 70 UNDERPASS EZ0947'OF U.S. 1- U.S. 64 BYPASS (BELTLINE) IN NW RALEIGH, PROCEED NW EZ0947'ALONG U.S. 70 FOR APPROXIMATELY 5.2 MILES TO INTERSECTION WITH SR EZ0947'1647 (EBENEZER CHURCH ROAD) AND STATION IN MEDIAN APPROXIMATELY EZ0947'400 FT SE OF CROSSOVER, 6.3 FT NE OF NE EDGE OF U.S. 70 E BOUND EZ0947'LANE, 24.2 FT SW OF SW EDGE OF U.S. 70 W BOUND LANE, 407.4 FT EZ0947'SE OF C/L OF SR 1647 CROSSOVER, 335.8 FT SE OF SE EDGE OF A EZ0947'CONCRETE STORM DRAIN COVER ON SE SIDE OF CROSSOVER, AND 361.0 FT EZ0947'SE OF 4 X 4 SR 1647 - EBENEZER CHURCH ROAD SIGN POST W/ALUMINUM EZ0947'REF. TAG. DISK IS SET IN CONCRETE CYLINDER 5 INCHES BELOW THE EZ0947'SURFACE OF THE GROUND. EZ0947 EZ0947 STATION RECOVERY (1986) EZ0947 EZ0947'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ0947'STATION IS LOCATED ABOUT 14.5 KM (9.00 MI) NORTHWEST OF CAPITOL SQUARE EZ0947'(IN RALEIGH), AND 2.9 KM (1.80 MI) SOUTH-SOUTHWEST OF LEESVILLE EZ0947'COMMUNITY. ALONG US 70 FOR 3.1 KM (1.90 MI) SOUTHEAST FROM SR 1002 EZ0947'(AVIATION PARKWAY) AT SR 1647 (EBENEZER CHURCH ROAD), IN THE MEDIAN, EZ0947'ABOUT 124 M (406.8 FT) SOUTHEAST OF THE CROSSROADS. LOCATED 1.9 M (6.2 EZ0947'FT) NORTHEAST OF THE NORTHEAST EDGE OF THE EAST BOUND LANE, 7.4 M EZ0947'(24.3 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF THE WEST BOUND LANE, EZ0947'102.4 M (336.0 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF A CONCRETE STORM EZ0947'DRAIN, 22.4 M (73.5 FT) SOUTH-SOUTHWEST OF A FIRE HYDRANT, AND 29 M EZ0947'(95.1 FT) NORTH OF THE SOUTHWEST END OF A HIGHWAY CULVERT. MARK IS EZ0947'RECESSED 4 INCHES BELOW GROUND AND LEVEL WITH EAST BOUND LANE. EZ0947 EZ0947 STATION RECOVERY (2003) EZ0947 EZ0947'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ0947'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5460 *********************************************************************** EZ5460 DESIGNATION - ECHO EZ5460 PID - EZ5460 EZ5460 STATE/COUNTY- NC/WAKE EZ5460 USGS QUAD - GREEN LEVEL (1993) EZ5460 EZ5460 *CURRENT SURVEY CONTROL EZ5460 ___________________________________________________________________ EZ5460* NAD 83(1986)- 35 50 53.98076(N) 078 53 34.78187(W) ADJUSTED EZ5460* NAVD 88 - 96.015 (meters) 315.01 (feet) ADJUSTED EZ5460 ___________________________________________________________________ EZ5460 LAPLACE CORR- -5.71 (seconds) DEFLEC99 EZ5460 GEOID HEIGHT- -31.74 (meters) GEOID03 EZ5460 DYNAMIC HT - 95.935 (meters) 314.75 (feet) COMP EZ5460 MODELED GRAV- 979,797.4 (mgal) NAVD 88 EZ5460 EZ5460 HORZ ORDER - SECOND EZ5460 VERT ORDER - SECOND CLASS II EZ5460 EZ5460.The North Carolina HARNS have been completed but, EZ5460.due to contractual restrictions, coordinates for these stations EZ5460.will NOT be published in the near future. In the interim, the EZ5460.published coordinates in North Carolina will not be EZ5460.consistent with the Continuously Operating Reference Stations EZ5460.(CORS). The HARN coordinates for these stations are available EZ5460.upon request. Contact Gary Thompson(919-733-3836). EZ5460. EZ5460.In addition, the published North Carolina positions EZ5460.(NAD 83 (1986)) are NOT consistent with those determined in EZ5460.adjacent state readjustments. The discontinuity between stations EZ5460.located in North Carolina and those in adjacent states EZ5460.which have been adjusted to the HARN may be as much as 5 EZ5460.decimeters. This will result in a significant loss of accuracy EZ5460.over lines crossing such state borders. EZ5460 EZ5460 EZ5460.The horizontal coordinates were established by classical geodetic methods EZ5460.and adjusted by the National Geodetic Survey in August 2000. EZ5460 EZ5460.The orthometric height was determined by differential leveling EZ5460.and adjusted by the National Geodetic Survey in December 2000. EZ5460 EZ5460.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5460 EZ5460.The geoid height was determined by GEOID03. EZ5460 EZ5460.The dynamic height is computed by dividing the NAVD 88 EZ5460.geopotential number by the normal gravity value computed on the EZ5460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ5460.degrees latitude (g = 980.6199 gals.). EZ5460 EZ5460.The modeled gravity was interpolated from observed gravity values. EZ5460 EZ5460; North East Units Scale Factor Converg. EZ5460;SPC NC - 232,777.744 619,266.919 MT 0.99992669 +0 03 42.3 EZ5460;SPC NC - 763,704.98 2,031,711.55 sFT 0.99992669 +0 03 42.3 EZ5460;UTM 17 - 3,969,175.500 690,275.900 MT 1.00004614 +1 14 03.6 EZ5460 EZ5460! - Elev Factor x Scale Factor = Combined Factor EZ5460!SPC NC - 0.99998991 x 0.99992669 = 0.99991660 EZ5460!UTM 17 - 0.99998991 x 1.00004614 = 1.00003605 EZ5460 EZ5460|---------------------------------------------------------------------| EZ5460| PID Reference Object Distance Geod. Az | EZ5460| dddmmss.s | EZ5460| EZ5459 DELTA 366.545 METERS 33940 | EZ5460|---------------------------------------------------------------------| EZ5460 EZ5460 SUPERSEDED SURVEY CONTROL EZ5460 EZ5460 NAD 83(1986)- 35 50 53.98180(N) 078 53 34.78303(W) AD( ) 2 EZ5460 NAD 27 - 35 50 53.45273(N) 078 53 35.76114(W) AD( ) 2 EZ5460 NAVD 88 (08/15/00) 96.02 (m) 315.0 (f) LEVELING 3 EZ5460 NGVD 29 (07/19/86) 96.3 (m) 316. (f) VERT ANG EZ5460 EZ5460.Superseded values are not recommended for survey control. EZ5460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5460.See file dsdata.txt to determine how the superseded data were derived. EZ5460 EZ5460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9027669175(NAD 83) EZ5460_MARKER: DH = HORIZONTAL CONTROL DISK EZ5460_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND EZ5460_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5460_STAMPING: ECHO 1961 EZ5460_MARK LOGO: NCGS EZ5460_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ5460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ5460_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ5460+SATELLITE: SATELLITE OBSERVATIONS - February 28, 1996 EZ5460 EZ5460 HISTORY - Date Condition Report By EZ5460 HISTORY - 1961 MONUMENTED NCGS EZ5460 HISTORY - 1987 GOOD USPSQD EZ5460 HISTORY - 19960228 GOOD NCGS EZ5460 EZ5460 STATION DESCRIPTION EZ5460 EZ5460'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ5460'ECHO IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ5460'THE VICINITY OF DURHAM, NORTH CAROLINA. EZ5460' EZ5460'ECHO IS LOCATED APPROXIMATELY 2.3 MILES NNW OF CARPENTER, EZ5460'N. C. AND 4.3 MILES NW OF MORRISVILLE, N. C. TO REACH STATION EZ5460'PROCEED FROM THE INTERSECTION OF SR 1624 AND NC 55 IN CARPENTER, EZ5460'N. C., NORTH ON NC 55 FOR 2.15 MILES TO STATION. THE STATION IS EZ5460'LOCATED ON THE WEST BANK OF NC 55 ON A 10 FT CUT AT EAST EDGE EZ5460'OF WOODS LINE. EZ5460' EZ5460'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5460'ECHO 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5460'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ5460' EZ5460'MARK IS EZ5460' EZ5460'36.5 FT W OF C/L OF NC 55 EZ5460' EZ5460'15.3 FT NE OF 8 INCH PINE TREE WITH ALUMINUM REF. TAG EZ5460' EZ5460'38.3 FT SE OF 6 INCH PINE TREE WITH ALUMINUM REF. TAG EZ5460 EZ5460 STATION RECOVERY (1987) EZ5460 EZ5460'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ5460'RECOVERED IN GOOD CONDITION. EZ5460 EZ5460 STATION RECOVERY (1996) EZ5460 EZ5460'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG) EZ5460'UPDATE AS FOLLOWS--ALONG NC 55 FOR 2.05 MI (3.30 KM) NORTH FROM SR EZ5460'1624 (CARPENTER FIRE STATION ROAD) , OR 1.6 MI (2.6 KM) SOUTH FROM SR EZ5460'1945 (SOUTH ALSTON AVENUE) . 8-INCH PINE IS NOW 16-INCHES AND EZ5460'DISTANCE SHOULD READ 16.2 FT. (4.9 M) MARK IS 4.4 FT (1.3 M) SOUTH OF EZ5460'A 4-INCH PINE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2147 *********************************************************************** EZ2147 DESIGNATION - EDGE EZ2147 PID - EZ2147 EZ2147 STATE/COUNTY- NC/WAKE EZ2147 USGS QUAD - CARY (1993) EZ2147 EZ2147 *CURRENT SURVEY CONTROL EZ2147 ___________________________________________________________________ EZ2147* NAD 83(1986)- 35 46 26.67987(N) 078 52 24.03643(W) ADJUSTED EZ2147* NAVD 88 - 114.533 (meters) 375.76 (feet) ADJUSTED EZ2147 ___________________________________________________________________ EZ2147 LAPLACE CORR- -5.50 (seconds) DEFLEC99 EZ2147 GEOID HEIGHT- -32.01 (meters) GEOID03 EZ2147 DYNAMIC HT - 114.435 (meters) 375.44 (feet) COMP EZ2147 MODELED GRAV- 979,776.3 (mgal) NAVD 88 EZ2147 EZ2147 HORZ ORDER - SECOND EZ2147 VERT ORDER - SECOND CLASS II EZ2147 EZ2147.The North Carolina HARNS have been completed but, EZ2147.due to contractual restrictions, coordinates for these stations EZ2147.will NOT be published in the near future. In the interim, the EZ2147.published coordinates in North Carolina will not be EZ2147.consistent with the Continuously Operating Reference Stations EZ2147.(CORS). The HARN coordinates for these stations are available EZ2147.upon request. Contact Gary Thompson(919-733-3836). EZ2147. EZ2147.In addition, the published North Carolina positions EZ2147.(NAD 83 (1986)) are NOT consistent with those determined in EZ2147.adjacent state readjustments. The discontinuity between stations EZ2147.located in North Carolina and those in adjacent states EZ2147.which have been adjusted to the HARN may be as much as 5 EZ2147.decimeters. This will result in a significant loss of accuracy EZ2147.over lines crossing such state borders. EZ2147 EZ2147 EZ2147.The horizontal coordinates were established by classical geodetic methods EZ2147.and adjusted by the National Geodetic Survey in July 1986. EZ2147 EZ2147.The orthometric height was determined by differential leveling EZ2147.and adjusted by the National Geodetic Survey in June 1991. EZ2147 EZ2147.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2147 EZ2147.The geoid height was determined by GEOID03. EZ2147 EZ2147.The dynamic height is computed by dividing the NAVD 88 EZ2147.geopotential number by the normal gravity value computed on the EZ2147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2147.degrees latitude (g = 980.6199 gals.). EZ2147 EZ2147.The modeled gravity was interpolated from observed gravity values. EZ2147 EZ2147; North East Units Scale Factor Converg. EZ2147;SPC NC - 224,542.023 621,052.537 MT 0.99991405 +0 04 23.2 EZ2147;SPC NC - 736,684.95 2,037,569.87 sFT 0.99991405 +0 04 23.2 EZ2147;UTM 17 - 3,960,976.939 692,229.786 MT 1.00005536 +1 14 37.0 EZ2147 EZ2147! - Elev Factor x Scale Factor = Combined Factor EZ2147!SPC NC - 0.99998705 x 0.99991405 = 0.99990110 EZ2147!UTM 17 - 0.99998705 x 1.00005536 = 1.00004241 EZ2147 EZ2147: Primary Azimuth Mark Grid Az EZ2147:SPC NC - HOWELL 187 29 32.4 EZ2147:UTM 17 - HOWELL 186 19 18.6 EZ2147 EZ2147|---------------------------------------------------------------------| EZ2147| PID Reference Object Distance Geod. Az | EZ2147| dddmmss.s | EZ2147| EZ2146 HOWELL APPROX. 1.3 KM 1873355.6 | EZ2147|---------------------------------------------------------------------| EZ2147 EZ2147 SUPERSEDED SURVEY CONTROL EZ2147 EZ2147 NAD 27 - 35 46 26.13920(N) 078 52 25.01484(W) AD( ) 2 EZ2147 NGVD 29 (??/??/92) 114.786 (m) 376.59 (f) ADJ UNCH 2 2 EZ2147 EZ2147.Superseded values are not recommended for survey control. EZ2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2147.See file dsdata.txt to determine how the superseded data were derived. EZ2147 EZ2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9223060977(NAD 83) EZ2147_MARKER: DE = TRAVERSE STATION DISK EZ2147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2147_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2147_STAMPING: EDGE 1961 EZ2147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2147+STABILITY: SURFACE MOTION EZ2147 EZ2147 HISTORY - Date Condition Report By EZ2147 HISTORY - 1961 MONUMENTED NCGS EZ2147 HISTORY - 1975 GOOD NCGS EZ2147 HISTORY - 1987 GOOD USPSQD EZ2147 EZ2147 STATION DESCRIPTION EZ2147 EZ2147'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ2147'EDGE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2147'IN THE VICINITY OF DURHAM, NORTH CAROLINA. EZ2147' EZ2147'EDGE IS LOCATED APPROXIMATELY 3.2 MILES NNW OF APEX, N. C. AND EZ2147'5.2 MILES WSW OF CARY, N. C. TO REACH STATION PROCEED FROM EZ2147'THE INTERSECTION OF U.S. 64 AND NC 55 NORTH ON NC 55 FOR EZ2147'1.8 MILES TO STATION. THE STATION IS LOCATED ON A 6 FT CUT ON EZ2147'WEST SIDE OF NC 55 AT EAST EDGE OF WOODS LINE. EZ2147' EZ2147'STATION MARK IS A PRECAST MONUMENT WITH A N. C. BRASS EZ2147'TRAVERSE DISK, STAMPED EDGE 1961, WHICH IS 2 INCHES ABOVE EZ2147'THE SURFACE OF THE GROUND. EZ2147' EZ2147'MARK IS EZ2147' EZ2147'34.3 FT W OF C/L OF NC 55 EZ2147' EZ2147'34.9 FT NNE OF 6 INCH BLAZED PINE WITH ALUMINUM REF. TAG EZ2147' EZ2147'34.6 FT SSE OF 6 INCH BLAZED GUM WITH ALUMINUM REF. TAG EZ2147' EZ2147'400 FT + OR - N OF INTERSECTION OF SR 1609, SR 1610 AND NC 55 EZ2147 EZ2147 STATION RECOVERY (1975) EZ2147 EZ2147'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EZ2147'3.2 MI NNW FROM APEX. EZ2147'TO REACH STATION FROM THE NC 55 OVERPASS OF US 64, PROCEED NORTH ALONG EZ2147'NC 55 FOR 1.8 MILES TO STATION ON A 6 FOOT CUT ON WEST SIDE OF NC 55 EZ2147'AT EAST EDGE OF WOODS LINE. AND APPROXIMATELY 400 FEET NORTH OF EZ2147'INTERSECTION WITH SR 1609 (W) AND SR 1610 (E). 34.3 FT. W OF EZ2147'CENTERLINE OF NC 55, 34.9 FT. NNE OF 6 INCH BLAZED PINE WITH ALUMINUM EZ2147'REF. TAG, 34.6 FT. SSE OF 6 INCH BLAZED GUM WITH ALUMINUM REF. TAG, EZ2147'25.4 FT. SE OF 8 INCH POPLAR WITH ALUMINUM REF. TAG AND 22.1 FT. E OF EZ2147'6 INCH PINE WITH ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER, EZ2147'2 INCHES ABOVE THE SURFACE OF THE GROUND. EZ2147 EZ2147 STATION RECOVERY (1987) EZ2147 EZ2147'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ2147'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1057 *********************************************************************** EZ1057 DESIGNATION - EDITH EZ1057 PID - EZ1057 EZ1057 STATE/COUNTY- NC/WAKE EZ1057 USGS QUAD - APEX (1993) EZ1057 EZ1057 *CURRENT SURVEY CONTROL EZ1057 ___________________________________________________________________ EZ1057* NAD 83(1986)- 35 40 27.23925(N) 078 50 00.08244(W) ADJUSTED EZ1057* NAVD 88 - 123.076 (meters) 403.79 (feet) ADJUSTED EZ1057 ___________________________________________________________________ EZ1057 LAPLACE CORR- -5.05 (seconds) DEFLEC99 EZ1057 GEOID HEIGHT- -32.41 (meters) GEOID03 EZ1057 DYNAMIC HT - 122.968 (meters) 403.44 (feet) COMP EZ1057 MODELED GRAV- 979,757.0 (mgal) NAVD 88 EZ1057 EZ1057 HORZ ORDER - SECOND EZ1057 VERT ORDER - SECOND CLASS 0 EZ1057 EZ1057.The North Carolina HARNS have been completed but, EZ1057.due to contractual restrictions, coordinates for these stations EZ1057.will NOT be published in the near future. In the interim, the EZ1057.published coordinates in North Carolina will not be EZ1057.consistent with the Continuously Operating Reference Stations EZ1057.(CORS). The HARN coordinates for these stations are available EZ1057.upon request. Contact Gary Thompson(919-733-3836). EZ1057. EZ1057.In addition, the published North Carolina positions EZ1057.(NAD 83 (1986)) are NOT consistent with those determined in EZ1057.adjacent state readjustments. The discontinuity between stations EZ1057.located in North Carolina and those in adjacent states EZ1057.which have been adjusted to the HARN may be as much as 5 EZ1057.decimeters. This will result in a significant loss of accuracy EZ1057.over lines crossing such state borders. EZ1057 EZ1057 EZ1057.The horizontal coordinates were established by classical geodetic methods EZ1057.and adjusted by the National Geodetic Survey in July 1986. EZ1057 EZ1057.The orthometric height was determined by differential leveling EZ1057.and adjusted by the National Geodetic Survey in June 1991. EZ1057 EZ1057.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1057 EZ1057.The geoid height was determined by GEOID03. EZ1057 EZ1057.The dynamic height is computed by dividing the NAVD 88 EZ1057.geopotential number by the normal gravity value computed on the EZ1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1057.degrees latitude (g = 980.6199 gals.). EZ1057 EZ1057.The modeled gravity was interpolated from observed gravity values. EZ1057 EZ1057; North East Units Scale Factor Converg. EZ1057;SPC NC - 213,470.265 624,686.468 MT 0.99989970 +0 05 46.3 EZ1057;SPC NC - 700,360.36 2,049,492.19 sFT 0.99989970 +0 05 46.3 EZ1057;UTM 17 - 3,949,979.895 696,089.477 MT 1.00007384 +1 15 50.2 EZ1057 EZ1057! - Elev Factor x Scale Factor = Combined Factor EZ1057!SPC NC - 0.99998577 x 0.99989970 = 0.99988547 EZ1057!UTM 17 - 0.99998577 x 1.00007384 = 1.00005961 EZ1057 EZ1057 SUPERSEDED SURVEY CONTROL EZ1057 EZ1057 NAD 27 - 35 40 26.69066(N) 078 50 01.04580(W) AD( ) 2 EZ1057 NGVD 29 (??/??/92) 123.334 (m) 404.64 (f) ADJ UNCH 2 0 EZ1057 EZ1057.Superseded values are not recommended for survey control. EZ1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1057.See file dsdata.txt to determine how the superseded data were derived. EZ1057 EZ1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9608949980(NAD 83) EZ1057_MARKER: DE = TRAVERSE STATION DISK EZ1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1057_STAMPING: EDITH 1967 EZ1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1057+STABILITY: SURFACE MOTION EZ1057 EZ1057 HISTORY - Date Condition Report By EZ1057 HISTORY - 1967 MONUMENTED NCGS EZ1057 HISTORY - 1973 GOOD NCGS EZ1057 HISTORY - 1979 MARK NOT FOUND LOCSUR EZ1057 HISTORY - 1982 POOR LOCSUR EZ1057 EZ1057 STATION DESCRIPTION EZ1057 EZ1057'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1057'EDITH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1057'IN THE VICINITY OF APEX, NORTH CAROLINA. EZ1057' EZ1057'EDITH IS LOCATED APPROXIMATELY 1.3 MILES NORTH OF THE CENTER EZ1057'OF HOLLY SPRINGS. TO REACH STATION PROCEED FROM THE EZ1057'INTERSECTION OF SR 1152 WITH NC 55 AT NORTH SIDE OF HOLLY EZ1057'SPRINGS, GO NORTH ON NC 55 FOR 1.35 MILES TO STATION. WHICH EZ1057'IS ON CREST OF HILL EAST BANK OF NC 55, AT EDGE OF WOODS EZ1057'LINE ON TOP OF ABOUT A 10 FOOT CUT AND ABOUT 200 FEET EZ1057'SOUTHEAST OF ONE STORY BRICK HOUSE. EZ1057' EZ1057'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1057'EDITH 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1057'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ1057' EZ1057'MARK IS EZ1057' EZ1057'36.1 FT E OF C/L OF NC 55 EZ1057' EZ1057'4.2 FT E OF EDGE OF CUT EZ1057' EZ1057'13.7 FT SW OF 24 INCH PINE WITH ALUMINUM REF. TAG AT WEST EDGE OF EZ1057'WOODS EZ1057' EZ1057'27.2 FT NW OF 6 INCH PINE WITH ALUMINUM REF. TAG AT WEST EDGE OF EZ1057'WOODS EZ1057' EZ1057'30.9 FT N OF 10 INCH PINE WITH ALUMINUM REF. TAG AT WEST EDGE OF EZ1057'WOODS EZ1057 EZ1057 STATION RECOVERY (1973) EZ1057 EZ1057'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1057'1.5 MI N FROM HOLLY SPRINGS. EZ1057'EDITH IS LOCATED APPROXIMATELY 13.3 MILES TO STATION ON RIGHT ON EZ1057'E BANK AT CREST OF HILL, NEAR WOODS EDGE, AND APPROXIMATELY 200 EZ1057'FT SW OF A FIRST BRICK RESIDENCE, 0.65 MILES SOUTH OF INTERSECTION EZ1057'WITH SR 1301 EAST, 36.1 FT E OF C/L OF NC 55, 4.2 FT E OF EDGE OF EZ1057'CUT, 13.7 FT SW OF 24 IN PINE W/ALUMINUM REF. TAG, 27.2 FT NW OF EZ1057'6 IN ALUMINUM REF. TAG, 30.9 FT N OF 10 IN PINE W/ALUMINUM REF. EZ1057'TAG, AND 99.1 FT SE OF PP W/ALUMINUM REF. TAG. DISK IS SET IN EZ1057'CONCRETE CYLINDER FLUSH WITH THE SURFACE OF THE GROUND. EZ1057 EZ1057 STATION RECOVERY (1979) EZ1057 EZ1057'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (ARB) EZ1057'THE STATION WAS REPORTED NOT FOUND. EZ1057 EZ1057 STATION RECOVERY (1982) EZ1057 EZ1057'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (RK) EZ1057'MONUMENT FOUND WITH THE TOP BROKEN OFF. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY1969 *********************************************************************** FY1969 DESIGNATION - EDWARD FY1969 PID - FY1969 FY1969 STATE/COUNTY- NC/WAKE FY1969 USGS QUAD - CREEDMOOR (1990) FY1969 FY1969 *CURRENT SURVEY CONTROL FY1969 ___________________________________________________________________ FY1969* NAD 83(1986)- 36 00 11.02385(N) 078 41 09.59750(W) ADJUSTED FY1969* NAVD 88 - 114.583 (meters) 375.93 (feet) ADJUSTED FY1969 ___________________________________________________________________ FY1969 LAPLACE CORR- -6.76 (seconds) DEFLEC99 FY1969 GEOID HEIGHT- -32.14 (meters) GEOID03 FY1969 DYNAMIC HT - 114.489 (meters) 375.62 (feet) COMP FY1969 MODELED GRAV- 979,808.1 (mgal) NAVD 88 FY1969 FY1969 HORZ ORDER - SECOND FY1969 VERT ORDER - SECOND CLASS I FY1969 FY1969.The North Carolina HARNS have been completed but, FY1969.due to contractual restrictions, coordinates for these stations FY1969.will NOT be published in the near future. In the interim, the FY1969.published coordinates in North Carolina will not be FY1969.consistent with the Continuously Operating Reference Stations FY1969.(CORS). The HARN coordinates for these stations are available FY1969.upon request. Contact Gary Thompson(919-733-3836). FY1969. FY1969.In addition, the published North Carolina positions FY1969.(NAD 83 (1986)) are NOT consistent with those determined in FY1969.adjacent state readjustments. The discontinuity between stations FY1969.located in North Carolina and those in adjacent states FY1969.which have been adjusted to the HARN may be as much as 5 FY1969.decimeters. This will result in a significant loss of accuracy FY1969.over lines crossing such state borders. FY1969 FY1969 FY1969.The horizontal coordinates were established by classical geodetic methods FY1969.and adjusted by the National Geodetic Survey in March 1998. FY1969 FY1969.The orthometric height was determined by differential leveling FY1969.and adjusted by the National Geodetic Survey in June 1991. FY1969 FY1969.The Laplace correction was computed from DEFLEC99 derived deflections. FY1969 FY1969.The geoid height was determined by GEOID03. FY1969 FY1969.The dynamic height is computed by dividing the NAVD 88 FY1969.geopotential number by the normal gravity value computed on the FY1969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FY1969.degrees latitude (g = 980.6199 gals.). FY1969 FY1969.The modeled gravity was interpolated from observed gravity values. FY1969 FY1969; North East Units Scale Factor Converg. FY1969;SPC NC - 249,985.248 637,910.362 MT 0.99995845 +0 10 52.4 FY1969;SPC NC - 820,159.93 2,092,877.58 sFT 0.99995845 +0 10 52.4 FY1969;UTM 17 - 3,986,764.606 708,564.986 MT 1.00013602 +1 21 38.6 FY1969 FY1969! - Elev Factor x Scale Factor = Combined Factor FY1969!SPC NC - 0.99998706 x 0.99995845 = 0.99994551 FY1969!UTM 17 - 0.99998706 x 1.00013602 = 1.00012308 FY1969 FY1969: Primary Azimuth Mark Grid Az FY1969:SPC NC - RUDD 350 29 39.8 FY1969:UTM 17 - RUDD 349 18 53.6 FY1969 FY1969|---------------------------------------------------------------------| FY1969| PID Reference Object Distance Geod. Az | FY1969| dddmmss.s | FY1969| FY1970 FN 33 182.037 METERS 16501 | FY1969| EZ1898 TWILIGHT 394.940 METERS 16916 | FY1969| FY1968 RUDD 409.299 METERS 3504032.2 | FY1969|---------------------------------------------------------------------| FY1969 FY1969 SUPERSEDED SURVEY CONTROL FY1969 FY1969 NAD 83(1986)- 36 00 11.02385(N) 078 41 09.59750(W) AD( ) 2 FY1969 NAD 27 - 36 00 10.49306(N) 078 41 10.57756(W) AD( ) 2 FY1969 NGVD 29 (03/05/92) 114.853 (m) 376.81 (f) ADJUSTED 2 1 FY1969 FY1969.Superseded values are not recommended for survey control. FY1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY1969.See file dsdata.txt to determine how the superseded data were derived. FY1969 FY1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0856586765(NAD 83) FY1969_MARKER: DE = TRAVERSE STATION DISK FY1969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY1969_SP_SET: CONCRETE POST FY1969_STAMPING: EDWARD 1969 FY1969_MARK LOGO: NCGS FY1969_PROJECTION: RECESSED 3 CENTIMETERS FY1969_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT FY1969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY1969+STABILITY: SURFACE MOTION FY1969_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FY1969+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2004 FY1969 FY1969 HISTORY - Date Condition Report By FY1969 HISTORY - 1969 MONUMENTED NCGS FY1969 HISTORY - 1974 GOOD USGS FY1969 HISTORY - 1977 GOOD NCGS FY1969 HISTORY - 1977 GOOD NCGS FY1969 HISTORY - 1985 GOOD USPSQD FY1969 HISTORY - 19850101 GOOD NCGS FY1969 HISTORY - 1987 GOOD USPSQD FY1969 HISTORY - 1987 GOOD USPSQD FY1969 HISTORY - 20041121 GOOD USPSQD FY1969 FY1969 STATION DESCRIPTION FY1969 FY1969'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) FY1969'EDWARD IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FY1969'THE VICINITY OF WAKE FOREST, NORTH CAROLINA. FY1969' FY1969'EDWARD IS LOCATED APPROXIMATELY 10.0 MILES WEST OF WAKE FY1969'FOREST. TO REACH STATION PROCEED FROM THE INTERSECTION OF NC FY1969'98 AND NC 50, GO NORTH ON NC 50 FOR 1.05 MILES TO STATION ON FY1969'WEST BANK OF ROAD (NEAR LARGE ROCK) AND 0.1 MILE SOUTH OF SR FY1969'1831. FY1969' FY1969'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED FY1969'EDWARD 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FY1969'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. FY1969' FY1969'MARK IS FY1969' FY1969'33.1 FT E OF C/L OF NC 50 FY1969' FY1969'64.0 FT E OF TP WITH ALUMINUM REF. TAG FY1969' FY1969'59.6 FT NE OF 18 INCH PINE TREE WITH ALUMINUM REF. TAG FY1969' FY1969'183.0 FT N OF CENTER KING EDWARD CIGAR SIGN FY1969' FY1969'177.7 FT NW OF ROAD INTERSECTION SIGN, WITH ALUMINUM REF. TAG FY1969 FY1969 STATION RECOVERY (1974) FY1969 FY1969'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (TM) FY1969'EDWARD 1969 RECOVERED IN GOOD CONDITION. FY1969' FY1969'CHANGE IN REFERENCES AS FOLLOWS--33.1 FEET WEST OF C/L OF NC 50 AND FY1969'64.0 FEET WEST OF TP WITH ALUMINUM REF. TAG. FY1969' FY1969'DISTANCE AND DIRECTION FROM NEAREST TOWN--10.0 MILES W OF WAKE FY1969'FOREST. FY1969 FY1969 STATION RECOVERY (1977) FY1969 FY1969'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (HGG) FY1969'THE STATION WAS RECOVERED IN GOOD CONDITION. FY1969' FY1969'CURRENT REFERENCES TO THE STATION ARE -- 32.5 FEET WEST OF THE FY1969'HIGHWAY CENTERLINE, 19.1 FEET SOUTH OF THE CENTER OF A 2 FOOT BY 2 FY1969'FOOT BOULDER, 22.8 FEET EAST OF AN 8 INCH LOCUST, 47.0 FEET SOUTH- FY1969'SOUTHEAST OF A 10 INCH PINE, 59.6 FEET NORTHEAST OF AN 18 INCH PINE FY1969'AND 64.0 FEET WEST-SOUTHWEST OF A TELEPHONE POLE (TREES AND POLES WITH FY1969'REFERENCE TAGS). FY1969 FY1969 STATION RECOVERY (1977) FY1969 FY1969'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 FY1969'8.3 MI SOUTH FROM CREEDMOOR. FY1969'STATION IS LOCATED APPROXIMATELY 10.0 MILES WEST OF WAKE FOREST. TO FY1969'REACH STATION FROM THE INTERSECTION OF NC 98 AND NC 50, PROCEED NORTH FY1969'ALONG NC 50 FOR 1.0 MILE TO STATION ON WEST BANK OF ROAD NEAR LARGE FY1969'ROCK AND 0.1 MILE SOUTH OF SR 1831 SOUTHWEST 32.5 FT. WEST OF FY1969'CENTERLINE OF NC 50, 64.0 FT. WEST SOUTHWEST OF TELEPHONE POLE WITH FY1969'ALUMINUM REF. TAG, 59.6 FT. NORTH NORTHEAST OF 18 INCH PINE WITH FY1969'ALUMINUM REF. TAG, 19.1 FT. SOUTH OF CENTER OF 2 FT. BY 2 FT. BOULDER, FY1969'22.8 FT. EAST OF 8 INCH LOCUST WITH ALUMINUM REF. TAG AND 47.0 FT. FY1969'SOUTH SOUTHEAST OF 10 INCH LOBLOLLY PINE WITH ALUMINUM REF. TAG. FY1969 FY1969 STATION RECOVERY (1985) FY1969 FY1969'RECOVERY NOTE BY US POWER SQUADRON 1985 (JTS) FY1969'RECOVERED IN GOOD CONDITION. FY1969 FY1969 STATION RECOVERY (1985) FY1969 FY1969'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) FY1969'RECOVERED WITH CHANGES NOTED--MARK IS LOCATED 10.1 M (33.1 FT) WEST OF FY1969'THE CENTERLINE OF THE HIGHWAY, 42.4 M (139.1 FT) SOUTH OF THE WEST FY1969'HEADWALL OF A HIGHWAY CULVERT, 5.8 M (19.0 FT) SOUTH OF THE ROCK--AND FY1969'1.3 M (4.3 FT) EAST OF A 5-INCH PINE, 18.2 M (59.7 FT) NORTH-NORTHEAST FY1969'OF A 20-INCH PINE, 6.9 M (22.6 FT) EAST OF AN 8-INCH LOCUST, 19.5 M FY1969'(64.0 FT) WEST OF A TELEPHONE POLE--ALL WITH REFERENCE TAGS. MARK IS FY1969'ABOUT 3 1/2 FEET HIGHER THAN THE HIGHWAY. FY1969 FY1969 STATION RECOVERY (1987) FY1969 FY1969'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS) FY1969'RECOVERED IN GOOD CONDITION. FY1969 FY1969 STATION RECOVERY (1987) FY1969 FY1969'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) FY1969'RECOVERED IN GOOD CONDITION. FY1969 FY1969 STATION RECOVERY (2004) FY1969 FY1969'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) FY1969'RECOVERED AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1093 *********************************************************************** EZ1093 DESIGNATION - EDWIN EZ1093 PID - EZ1093 EZ1093 STATE/COUNTY- NC/WAKE EZ1093 USGS QUAD - SOUTHEAST DURHAM (1993) EZ1093 EZ1093 *CURRENT SURVEY CONTROL EZ1093 ___________________________________________________________________ EZ1093* NAD 83(1986)- 35 53 37.11897(N) 078 49 10.28518(W) ADJUSTED EZ1093* NAVD 88 - 125.337 (meters) 411.21 (feet) ADJUSTED EZ1093 ___________________________________________________________________ EZ1093 LAPLACE CORR- -6.19 (seconds) DEFLEC99 EZ1093 GEOID HEIGHT- -31.89 (meters) GEOID03 EZ1093 DYNAMIC HT - 125.233 (meters) 410.87 (feet) COMP EZ1093 MODELED GRAV- 979,794.3 (mgal) NAVD 88 EZ1093 EZ1093 HORZ ORDER - SECOND EZ1093 VERT ORDER - SECOND CLASS II EZ1093 EZ1093.The North Carolina HARNS have been completed but, EZ1093.due to contractual restrictions, coordinates for these stations EZ1093.will NOT be published in the near future. In the interim, the EZ1093.published coordinates in North Carolina will not be EZ1093.consistent with the Continuously Operating Reference Stations EZ1093.(CORS). The HARN coordinates for these stations are available EZ1093.upon request. Contact Gary Thompson(919-733-3836). EZ1093. EZ1093.In addition, the published North Carolina positions EZ1093.(NAD 83 (1986)) are NOT consistent with those determined in EZ1093.adjacent state readjustments. The discontinuity between stations EZ1093.located in North Carolina and those in adjacent states EZ1093.which have been adjusted to the HARN may be as much as 5 EZ1093.decimeters. This will result in a significant loss of accuracy EZ1093.over lines crossing such state borders. EZ1093 EZ1093 EZ1093.The horizontal coordinates were established by classical geodetic methods EZ1093.and adjusted by the National Geodetic Survey in July 1986. EZ1093 EZ1093.The orthometric height was determined by differential leveling EZ1093.and adjusted by the National Geodetic Survey in June 1991. EZ1093 EZ1093.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1093 EZ1093.The geoid height was determined by GEOID03. EZ1093 EZ1093.The dynamic height is computed by dividing the NAVD 88 EZ1093.geopotential number by the normal gravity value computed on the EZ1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1093.degrees latitude (g = 980.6199 gals.). EZ1093 EZ1093.The modeled gravity was interpolated from observed gravity values. EZ1093 EZ1093; North East Units Scale Factor Converg. EZ1093;SPC NC - 237,815.126 625,894.389 MT 0.99993523 +0 06 15.0 EZ1093;SPC NC - 780,231.79 2,053,455.17 sFT 0.99993523 +0 06 15.0 EZ1093;UTM 17 - 3,974,348.242 696,799.661 MT 1.00007726 +1 16 43.6 EZ1093 EZ1093! - Elev Factor x Scale Factor = Combined Factor EZ1093!SPC NC - 0.99998533 x 0.99993523 = 0.99992057 EZ1093!UTM 17 - 0.99998533 x 1.00007726 = 1.00006259 EZ1093 EZ1093: Primary Azimuth Mark Grid Az EZ1093:SPC NC - CLARK 175 18 24.7 EZ1093:UTM 17 - CLARK 174 07 56.1 EZ1093 EZ1093|---------------------------------------------------------------------| EZ1093| PID Reference Object Distance Geod. Az | EZ1093| dddmmss.s | EZ1093| EZ1094 CLARK APPROX. 0.7 KM 1752439.7 | EZ1093|---------------------------------------------------------------------| EZ1093 EZ1093 SUPERSEDED SURVEY CONTROL EZ1093 EZ1093 NAD 27 - 35 53 36.59688(N) 078 49 11.26602(W) AD( ) 2 EZ1093 NGVD 29 (??/??/92) 125.588 (m) 412.03 (f) ADJ UNCH 2 2 EZ1093 EZ1093.Superseded values are not recommended for survey control. EZ1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1093.See file dsdata.txt to determine how the superseded data were derived. EZ1093 EZ1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9680074348(NAD 83) EZ1093_MARKER: DE = TRAVERSE STATION DISK EZ1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1093_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1093_STAMPING: EDWIN 1973 EZ1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1093+STABILITY: SURFACE MOTION EZ1093 EZ1093 HISTORY - Date Condition Report By EZ1093 HISTORY - 1973 MONUMENTED NCGS EZ1093 HISTORY - 1974 GOOD NCGS EZ1093 HISTORY - 20040602 MARK NOT FOUND NC1360 EZ1093 HISTORY - 20050529 MARK NOT FOUND USPSQD EZ1093 EZ1093 STATION DESCRIPTION EZ1093 EZ1093'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (LWA) EZ1093'EDWIN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ1093'VICINITY OF MORRISVILLE, NORTH CAROLINA. EZ1093' EZ1093'EDWIN IS LOCATED APPROXIMATELY 4.7 MILES NORTH OF MORRISVILLE, AND EZ1093'12.8 MILES NW OF RALEIGH. TO REACH STATION PROCEED FROM THE PAGE EZ1093'ROAD OVERPASS OF I40 (W), PROCEED NE ALONG PAGE ROAD FOR 1.5 MILES EZ1093'TO INTERSECTION WITH SR 1971, TURN SOUTH ONTO SR 1971 AND PROCEED EZ1093'0.15 MILES TO STATION ON RIGHT ON TOP OF A 4 FOOT BANK, 0.05 MILES EZ1093'SOUTH OF DURHAM-WAKE COUNTY LINE, AND IN NE CORNER OF A CLEARED EZ1093'FIELD. EZ1093' EZ1093'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EDWIN EZ1093'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 3 EZ1093'INCHES BELOW THE SURFACE OF THE GROUND. EZ1093' EZ1093'MARK IS EZ1093'29.2 FEET W OF C/L SR 1643. EZ1093'80.3 FEET S OF C/L DIRT DRIVEWAY TO BRICK HOME. EZ1093'68.1 FEET ESE OF SE CORNER OF BRICK HOME. EZ1093'105.8 FEET SSE OF PP W/ALUMINUM REF. TAG. EZ1093'119.2 FEET NNW OF PP W/ALUMINUM REF. TAG. EZ1093'117.5 FEET E OF 5 INCH APPLE TREE W/ALUMINUM REF. TAG. EZ1093 EZ1093 STATION RECOVERY (1974) EZ1093 EZ1093'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 EZ1093'4.7 MI N FROM MORRISVILLE. EZ1093'EDWIN IS LOCATED APPROXIMATELY 12.8 MILES NW OF RALEIGH. TO REACH EZ1093'STATION PROCEED FROM THE PAGE ROAD OVERPASS OF I-40 (W), PROCEED EZ1093'NE ALONG PAGE ROAD FOR 1.5 MILE TO INTERSECTION WITH SR 1971, TURN EZ1093'RIGHT ONTO SR 1971 AND PROCEED SOUTH FOR 0.15 MILES TO STATION EZ1093'ON RIGHT ON TOP OF A 4 FT BANK, 0.05 MILES SOUTH OF DURHAM-WAKE EZ1093'COUNTY LINE, AND IN NE CORNER OF A CLEARED FIELD, 29.2 FT W OF C/L SR EZ1093'1643, 80.3 FT S OF C/L OF DIRT DRIVEWAY TO BRICK HOME, 68.1 FT EZ1093'ESE OF SE CORNER OF BRICK HOME, 105.8 FT SSE OF PP W/ALUMINUM EZ1093'REF. TAG, 119.2 FT NNW OF PP W/ALUMINUM REF. TAG, AND 117.5 FT E EZ1093'OF 5 IN APPLE TREE W/ALUMINUM REF. TAG. DISK IS SET IN CONCRETE EZ1093'CYLINDER, 3 INCHES BELOW THE GROUND. EZ1093 EZ1093 STATION RECOVERY (2004) EZ1093 EZ1093'RECOVERY NOTE BY CITY OF DURHAM NORTH CAROLINA 2004 (RH) EZ1093'GRADED OUT EZ1093 EZ1093 STATION RECOVERY (2005) EZ1093 EZ1093'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ1093'MARK NOT FOUND 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6648 *********************************************************************** EZ6648 DESIGNATION - ELDERLY EZ6648 PID - EZ6648 EZ6648 STATE/COUNTY- NC/WAKE EZ6648 USGS QUAD - FUQUAY-VARINA (1993) EZ6648 EZ6648 *CURRENT SURVEY CONTROL EZ6648 ___________________________________________________________________ EZ6648* NAD 83(1986)- 35 34 10.21850(N) 078 48 01.98244(W) ADJUSTED EZ6648* NAVD 88 - 116.9 (meters) 384. (feet) VERTCON EZ6648 ___________________________________________________________________ EZ6648 LAPLACE CORR- -4.71 (seconds) DEFLEC99 EZ6648 GEOID HEIGHT- -32.73 (meters) GEOID03 EZ6648 EZ6648 HORZ ORDER - SECOND EZ6648 EZ6648.The North Carolina HARNS have been completed but, EZ6648.due to contractual restrictions, coordinates for these stations EZ6648.will NOT be published in the near future. In the interim, the EZ6648.published coordinates in North Carolina will not be EZ6648.consistent with the Continuously Operating Reference Stations EZ6648.(CORS). The HARN coordinates for these stations are available EZ6648.upon request. Contact Gary Thompson(919-733-3836). EZ6648. EZ6648.In addition, the published North Carolina positions EZ6648.(NAD 83 (1986)) are NOT consistent with those determined in EZ6648.adjacent state readjustments. The discontinuity between stations EZ6648.located in North Carolina and those in adjacent states EZ6648.which have been adjusted to the HARN may be as much as 5 EZ6648.decimeters. This will result in a significant loss of accuracy EZ6648.over lines crossing such state borders. EZ6648 EZ6648 EZ6648.The horizontal coordinates were established by classical geodetic methods EZ6648.and adjusted by the National Geodetic Survey in March 1993. EZ6648 EZ6648.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6648 EZ6648.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6648 EZ6648.The geoid height was determined by GEOID03. EZ6648 EZ6648; North East Units Scale Factor Converg. EZ6648;SPC NC - 201,857.221 627,679.495 MT 0.99988792 +0 06 54.4 EZ6648;SPC NC - 662,259.90 2,059,311.81 sFT 0.99988792 +0 06 54.4 EZ6648;UTM 17 - 3,938,428.001 699,318.855 MT 1.00008959 +1 16 47.4 EZ6648 EZ6648! - Elev Factor x Scale Factor = Combined Factor EZ6648!SPC NC - 0.99998679 x 0.99988792 = 0.99987471 EZ6648!UTM 17 - 0.99998679 x 1.00008959 = 1.00007638 EZ6648 EZ6648 SUPERSEDED SURVEY CONTROL EZ6648 EZ6648 NGVD 29 (03/10/93) 117.1 (m) 384. (f) VERT ANG EZ6648 EZ6648.Superseded values are not recommended for survey control. EZ6648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6648.See file dsdata.txt to determine how the superseded data were derived. EZ6648 EZ6648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9931938428(NAD 83) EZ6648_MARKER: DE = TRAVERSE STATION DISK EZ6648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6648_SP_SET: CONCRETE POST EZ6648_STAMPING: ELDERLY 1983 EZ6648_MARK LOGO: NCGS EZ6648_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ6648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6648+STABILITY: SURFACE MOTION EZ6648 EZ6648 HISTORY - Date Condition Report By EZ6648 HISTORY - 1983 MONUMENTED NCGS EZ6648 HISTORY - 20050131 GOOD GEOCAC EZ6648 EZ6648 STATION DESCRIPTION EZ6648 EZ6648'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 EZ6648'STATION IS LOCATED IN FUQUAY VARINA. EZ6648'ALONG US 401 (MAIN ST.), ACROSS HIGHWAY FROM---HOME FOR ELDERLY---, EZ6648'AND 114.3 METERS (375 FT) NORTH OF INTERSECTION WITH SR 1100 (WAGSTAFF EZ6648'ROAD). EZ6648'THE STATION IS A STANDARD NCGS DISK STAMPED---ELDERLY 1983---, SET EZ6648'INTO THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER RECESSED 2 EZ6648'CM BELOW GROUND. LOCATED 9.97 METERS (32.7 FT) EAST-SOUTHEAST FROM EZ6648'THE CENTERLINE OF HIGHWAY, 15.61 METERS (51.2 FT) SOUTH-SOUTHWEST FROM EZ6648'THE CENTERLINE OF PAVED DRIVE, 29.4 METERS (96.6 FT) NORTH-NORTHEAST EZ6648'WEST BRICK COLUMN OF FUQUAY VARINA SIGN, 3.35 METERS (11.0 FT) WEST EZ6648'FROM A TELEPHONE POLE WITH REFERENCE TAG, 3.23 METERS (10.6 FT) EZ6648'NORTHWEST FROM A BRACE POLE WITH REFERENCE TAG, 13.56 METERS EZ6648'(44.5 FT) NORTH-NORTHEAST FROM THE NORTH END OF CULVERT, AND 19.60 EZ6648'METERS (64.3 FT) EAST FROM A FIRE HYDRANT. EZ6648'STATION IS LEVEL WITH HIGHWAY. EZ6648 EZ6648 STATION RECOVERY (2005) EZ6648 EZ6648'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ6648'RECOVERED IN FRONT OF RESIDENCE AT 1019 S. MAIN STREET. CONDITION EZ6648'GOOD. BRICK SIGN HAS BEEN REMOVED. REF TAG ON POLE OKAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2414 *********************************************************************** EZ2414 DESIGNATION - ELECTRIC EZ2414 PID - EZ2414 EZ2414 STATE/COUNTY- NC/WAKE EZ2414 USGS QUAD - ROLESVILLE (1993) EZ2414 EZ2414 *CURRENT SURVEY CONTROL EZ2414 ___________________________________________________________________ EZ2414* NAD 83(1986)- 35 55 48.03155(N) 078 26 50.21969(W) ADJUSTED EZ2414* NAVD 88 - 128.434 (meters) 421.37 (feet) ADJUSTED EZ2414 ___________________________________________________________________ EZ2414 LAPLACE CORR- -6.86 (seconds) DEFLEC99 EZ2414 GEOID HEIGHT- -33.33 (meters) GEOID03 EZ2414 DYNAMIC HT - 128.323 (meters) 421.01 (feet) COMP EZ2414 MODELED GRAV- 979,769.3 (mgal) NAVD 88 EZ2414 EZ2414 HORZ ORDER - SECOND EZ2414 VERT ORDER - SECOND CLASS II EZ2414 EZ2414.The North Carolina HARNS have been completed but, EZ2414.due to contractual restrictions, coordinates for these stations EZ2414.will NOT be published in the near future. In the interim, the EZ2414.published coordinates in North Carolina will not be EZ2414.consistent with the Continuously Operating Reference Stations EZ2414.(CORS). The HARN coordinates for these stations are available EZ2414.upon request. Contact Gary Thompson(919-733-3836). EZ2414. EZ2414.In addition, the published North Carolina positions EZ2414.(NAD 83 (1986)) are NOT consistent with those determined in EZ2414.adjacent state readjustments. The discontinuity between stations EZ2414.located in North Carolina and those in adjacent states EZ2414.which have been adjusted to the HARN may be as much as 5 EZ2414.decimeters. This will result in a significant loss of accuracy EZ2414.over lines crossing such state borders. EZ2414 EZ2414 EZ2414.The horizontal coordinates were established by classical geodetic methods EZ2414.and adjusted by the National Geodetic Survey in July 1986. EZ2414 EZ2414.The orthometric height was determined by differential leveling EZ2414.and adjusted by the National Geodetic Survey in June 1991. EZ2414 EZ2414.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2414 EZ2414.The geoid height was determined by GEOID03. EZ2414 EZ2414.The dynamic height is computed by dividing the NAVD 88 EZ2414.geopotential number by the normal gravity value computed on the EZ2414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2414.degrees latitude (g = 980.6199 gals.). EZ2414 EZ2414.The modeled gravity was interpolated from observed gravity values. EZ2414 EZ2414; North East Units Scale Factor Converg. EZ2414;SPC NC - 241,973.839 659,477.075 MT 0.99994254 +0 19 08.4 EZ2414;SPC NC - 793,875.84 2,163,634.37 sFT 0.99994254 +0 19 08.4 EZ2414;UTM 17 - 3,979,197.025 730,297.342 MT 1.00025357 +1 29 54.9 EZ2414 EZ2414! - Elev Factor x Scale Factor = Combined Factor EZ2414!SPC NC - 0.99998507 x 0.99994254 = 0.99992761 EZ2414!UTM 17 - 0.99998507 x 1.00025357 = 1.00023864 EZ2414 EZ2414: Primary Azimuth Mark Grid Az EZ2414:SPC NC - PROPHECY 061 30 06.5 EZ2414:UTM 17 - PROPHECY 060 19 20.0 EZ2414 EZ2414|---------------------------------------------------------------------| EZ2414| PID Reference Object Distance Geod. Az | EZ2414| dddmmss.s | EZ2414| EZ2413 PROPHECY APPROX. 0.6 KM 0614914.9 | EZ2414|---------------------------------------------------------------------| EZ2414 EZ2414 SUPERSEDED SURVEY CONTROL EZ2414 EZ2414 NAD 27 - 35 55 47.48003(N) 078 26 51.22201(W) AD( ) 2 EZ2414 NGVD 29 (??/??/92) 128.710 (m) 422.28 (f) ADJ UNCH 2 2 EZ2414 EZ2414.Superseded values are not recommended for survey control. EZ2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2414.See file dsdata.txt to determine how the superseded data were derived. EZ2414 EZ2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3029779197(NAD 83) EZ2414_MARKER: DE = TRAVERSE STATION DISK EZ2414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2414_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2414_STAMPING: ELECTRIC 1969 EZ2414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2414+STABILITY: SURFACE MOTION EZ2414 EZ2414 HISTORY - Date Condition Report By EZ2414 HISTORY - 1969 MONUMENTED NCGS EZ2414 HISTORY - 1976 GOOD NCGS EZ2414 EZ2414 STATION DESCRIPTION EZ2414 EZ2414'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ2414'ELECTRIC IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2414'IN THE VICINITY OF WAKE FOREST, NORTH CAROLINA. EZ2414' EZ2414'ELECTRIC IS LOCATED APPROXIMATELY 4.9 MILES SOUTHEAST OF WAKE EZ2414'FOREST. TO REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 401, EZ2414'SR 1945 NORTH AND SR 1003 NORTH IN ROLESVILLE, GO EAST ON U.S. 401 EZ2414'FOR 0.7 MILE TO STATION. WHICH IS ON THE NORTH SIDE OF ROAD, EZ2414'APPROXIMATELY 50 FEET FROM CENTER OF POWER LINE RUNNING NORTH EZ2414'AND SOUTH. EZ2414' EZ2414'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2414'ELECTRIC 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2414'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ2414' EZ2414'MARK IS EZ2414' EZ2414'18.6 FT N OF C/L OF U.S. 401 EZ2414' EZ2414'7.8 FT SW OF N EDGE OF CULVERT EZ2414' EZ2414'105.3 FT ESE OF SE EDGE OF POWER PLANT EZ2414' EZ2414'64.6 FT SE OF PP 53, WITH ALUMINUM REF. TAG EZ2414' EZ2414'81.6 FT SE OF PP WITH ALUMINUM REF. TAG EZ2414' EZ2414'27.3 FT SW OF CORNER OF WOOD FENCE EZ2414' EZ2414'47.3 FT W OF 50 FINE SIGN, WITH ALUMINUM REF. TAG EZ2414 EZ2414 STATION RECOVERY (1976) EZ2414 EZ2414'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2414'0.75 MI NE FROM ROLESVILLE. EZ2414'TO REACH STATION FROM THE MAIN CROSSROADS IN CENTER OF ROLESVILLE, EZ2414'PROCEED NORTHEAST ALONG US 401 FOR 0.75 MILE TO STATION ON LEFT IN EZ2414'SHOULDER, AND APPROXIMATELY 100 FEET EAST OF AN ELECTRIC SUB-STATION. EZ2414'18.6 FT. NW OF C/L OF US 401, 5.5 FT. SW OF WESTERNMOST END OF A EZ2414'HEADWALL, 27.3 FT. SSW OF WOODEN FENCE CORNER, 64.6 FT. ESE OF PP NO. EZ2414'53 WITH ALUMINUM REF. TAG, 47.3 FT. ENE OF A 50 FINE SIGN POST WITH EZ2414'ALUMINUM REF. TAG, AND 105.0 FT. E OF EASTERNMOST FENCE CORNER OF EZ2414'SUB-STATION. DISK IS SET IN CONCRETE CYLINDER, 2 INCHES BELOW THE EZ2414'SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1946 *********************************************************************** EZ1946 DESIGNATION - ELIZABETH EZ1946 PID - EZ1946 EZ1946 STATE/COUNTY- NC/WAKE EZ1946 USGS QUAD - NEW HILL (1983) EZ1946 EZ1946 *CURRENT SURVEY CONTROL EZ1946 ___________________________________________________________________ EZ1946* NAD 83(1986)- 35 39 42.00302(N) 078 56 42.64677(W) ADJUSTED EZ1946* NAVD 88 - 90.939 (meters) 298.36 (feet) ADJUSTED EZ1946 ___________________________________________________________________ EZ1946 LAPLACE CORR- -6.06 (seconds) DEFLEC99 EZ1946 GEOID HEIGHT- -32.04 (meters) GEOID03 EZ1946 DYNAMIC HT - 90.861 (meters) 298.10 (feet) COMP EZ1946 MODELED GRAV- 979,769.3 (mgal) NAVD 88 EZ1946 EZ1946 HORZ ORDER - SECOND EZ1946 VERT ORDER - FIRST CLASS II EZ1946 EZ1946.The North Carolina HARNS have been completed but, EZ1946.due to contractual restrictions, coordinates for these stations EZ1946.will NOT be published in the near future. In the interim, the EZ1946.published coordinates in North Carolina will not be EZ1946.consistent with the Continuously Operating Reference Stations EZ1946.(CORS). The HARN coordinates for these stations are available EZ1946.upon request. Contact Gary Thompson(919-733-3836). EZ1946. EZ1946.In addition, the published North Carolina positions EZ1946.(NAD 83 (1986)) are NOT consistent with those determined in EZ1946.adjacent state readjustments. The discontinuity between stations EZ1946.located in North Carolina and those in adjacent states EZ1946.which have been adjusted to the HARN may be as much as 5 EZ1946.decimeters. This will result in a significant loss of accuracy EZ1946.over lines crossing such state borders. EZ1946 EZ1946 EZ1946.The horizontal coordinates were established by classical geodetic methods EZ1946.and adjusted by the National Geodetic Survey in July 1986. EZ1946 EZ1946.The orthometric height was determined by differential leveling EZ1946.and adjusted by the National Geodetic Survey in June 1991. EZ1946 EZ1946.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1946 EZ1946.The geoid height was determined by GEOID03. EZ1946 EZ1946.The dynamic height is computed by dividing the NAVD 88 EZ1946.geopotential number by the normal gravity value computed on the EZ1946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1946.degrees latitude (g = 980.6199 gals.). EZ1946 EZ1946.The modeled gravity was interpolated from observed gravity values. EZ1946 EZ1946; North East Units Scale Factor Converg. EZ1946;SPC NC - 212,064.923 614,564.544 MT 0.99989811 +0 01 53.9 EZ1946;SPC NC - 695,749.67 2,016,283.84 sFT 0.99989811 +0 01 53.9 EZ1946;UTM 17 - 3,948,368.417 685,996.757 MT 1.00002632 +1 11 53.9 EZ1946 EZ1946! - Elev Factor x Scale Factor = Combined Factor EZ1946!SPC NC - 0.99999076 x 0.99989811 = 0.99988887 EZ1946!UTM 17 - 0.99999076 x 1.00002632 = 1.00001708 EZ1946 EZ1946: Primary Azimuth Mark Grid Az EZ1946:SPC NC - CHILL 057 28 54.7 EZ1946:UTM 17 - CHILL 056 18 54.7 EZ1946 EZ1946|---------------------------------------------------------------------| EZ1946| PID Reference Object Distance Geod. Az | EZ1946| dddmmss.s | EZ1946| EZ1944 CHILL APPROX. 1.6 KM 0573048.6 | EZ1946|---------------------------------------------------------------------| EZ1946 EZ1946 SUPERSEDED SURVEY CONTROL EZ1946 EZ1946 NAD 27 - 35 39 41.46270(N) 078 56 43.61304(W) AD( ) 2 EZ1946 NGVD 29 (07/19/86) 91.4 (m) 300. (f) VERT ANG EZ1946 EZ1946.Superseded values are not recommended for survey control. EZ1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1946.See file dsdata.txt to determine how the superseded data were derived. EZ1946 EZ1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8599748368(NAD 83) EZ1946_MARKER: DE = TRAVERSE STATION DISK EZ1946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1946_SP_SET: CONCRETE POST EZ1946_STAMPING: ELIZABETH 1970 EZ1946_MARK LOGO: NCGS EZ1946_PROJECTION: RECESSED 3 CENTIMETERS EZ1946_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ1946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1946+STABILITY: SURFACE MOTION EZ1946 EZ1946 HISTORY - Date Condition Report By EZ1946 HISTORY - 1970 MONUMENTED NCGS EZ1946 HISTORY - 1980 POOR NCGS EZ1946 HISTORY - 1980 POOR NCGS EZ1946 HISTORY - 1983 GOOD USPSQD EZ1946 HISTORY - 1983 GOOD USPSQD EZ1946 HISTORY - 20031202 SEE DESCRIPTION NCGS EZ1946 EZ1946 STATION DESCRIPTION EZ1946 EZ1946'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ1946'ELIZABETH IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ1946'THE VICINITY OF NEW HILL, NORTH CAROLINA. EZ1946' EZ1946'ELIZABETH IS LOCATED APPROXIMATELY 1.35 MILES SOUTHWEST OF NEW HILL EZ1946'AND 1.6 MILES ENE OF BONSAL. TO REACH STATION PROCEED FROM THE EZ1946'INTERSECTION OF US 1 AND SR 1135 (NEW HILL RD.), GO SOUTH ON US 1 EZ1946'FOR 0.95 MILE TO BRIDGE ON SR 1134 OVER US 1. STATION IS ON THE EZ1946'WEST SIDE OF US 1, APPROXIMATELY 50 FEET SOUTH OF BRIDGE ON SR 1134 EZ1946'AND 1.65 MILES NORTH OF BRIDGE FOR NORFOLK SOUTHERN RAILROAD EZ1946'OVER US 1. EZ1946' EZ1946'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ1946'ELIZABETH 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1946'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ1946' EZ1946'MARK IS-- EZ1946'20.1 FEET NW OF C/L OF US 1. EZ1946'64.2 FEET SW OF NORTHERNMOST PILLAR OF BRIDGE OVER US 1. EZ1946'69.6 FEET W OF CENTER SUPPORT PILLAR OF BRIDGE OVER US 1. EZ1946'39.6 FEET N OF NO. 7 PRESSED IN CONCRETE OF N BOUND LANE. EZ1946'87.3 FEET W OF NO. 8 PRESSED IN CONCRETE OF N BOUND LANE. EZ1946 EZ1946 STATION RECOVERY (1980) EZ1946 EZ1946'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EZ1946'THE STATION MARK IS TILTED SLIGHTLY EASTWARD. THE DESCRIPTION IS EZ1946'ADEQUATE. EZ1946 EZ1946 STATION RECOVERY (1980) EZ1946 EZ1946'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ1946'1.5 MI SSW FROM NEW HILL. EZ1946'CONCRETE POST TILTED SLIGHTLY TO EAST BUT DISK IS SOLID. 7.05 EZ1946'MILES SOUTHWEST ALONG U.S. 1 FROM UNDERPASS OF N.C. 55 SOUTHEAST EZ1946'OF APEX, IN NORTHWEST SHOULDER OF HIGHWAY, AT SR 1134 BRIDGE OVER EZ1946'U.S. 1 AND 1.0 MILE SOUTHWEST OF THE NEW HILL ROAD EXCHANGE, 86.0 EZ1946'FEET NORTHWEST OF BENCH MARK J 218, 20.5 FEET NORTHWEST OF EZ1946'CENTERLINE OF HIGHWAY, 64.2 FEET SOUTHWEST OF NORTHWESTERNMOST EZ1946'PIER OF BRIDGE, 39.6 FEET NORTH OF HIGHWAY STATION NUMBER 7 IN EZ1946'SOUTHEAST EDGE OF CONCRETE AND 87.3 FEET WEST OF HIGHWAY STATION EZ1946'NUMBER 8 IN SOUTHEAST EDGE OF CONCRETE. EZ1946'THE MARK IS 0.5 FT ABOVE HIGHWAY. EZ1946 EZ1946 STATION RECOVERY (1983) EZ1946 EZ1946'RECOVERY NOTE BY US POWER SQUADRON 1983 (RKG) EZ1946'ELIZABETH 1970 RECOVERED GOOD. EZ1946 EZ1946 STATION RECOVERY (1983) EZ1946 EZ1946'RECOVERY NOTE BY US POWER SQUADRON 1983 EZ1946'RECOVERED IN GOOD CONDITION. EZ1946 EZ1946 STATION RECOVERY (2003) EZ1946 EZ1946'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2003 (WLL) EZ1946'STATION WAS NOT FOUND. BELIEVED LOST TO HIGHWAY IMPROVEMENTS, US 1 IS EZ1946'NOW FOUR LANES AND BRIDGE LOOKS NEW. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5232 *********************************************************************** EZ5232 DESIGNATION - ELLIS EZ5232 PID - EZ5232 EZ5232 STATE/COUNTY- NC/WAKE EZ5232 USGS QUAD - GARNER (1993) EZ5232 EZ5232 *CURRENT SURVEY CONTROL EZ5232 ___________________________________________________________________ EZ5232* NAD 83(1986)- 35 40 38.57161(N) 078 31 22.67085(W) ADJUSTED EZ5232* NAVD 88 - 113.3 (meters) 372. (feet) VERTCON EZ5232 ___________________________________________________________________ EZ5232 LAPLACE CORR- -6.23 (seconds) DEFLEC99 EZ5232 GEOID HEIGHT- -33.61 (meters) GEOID03 EZ5232 EZ5232 HORZ ORDER - SECOND EZ5232 EZ5232.The North Carolina HARNS have been completed but, EZ5232.due to contractual restrictions, coordinates for these stations EZ5232.will NOT be published in the near future. In the interim, the EZ5232.published coordinates in North Carolina will not be EZ5232.consistent with the Continuously Operating Reference Stations EZ5232.(CORS). The HARN coordinates for these stations are available EZ5232.upon request. Contact Gary Thompson(919-733-3836). EZ5232. EZ5232.In addition, the published North Carolina positions EZ5232.(NAD 83 (1986)) are NOT consistent with those determined in EZ5232.adjacent state readjustments. The discontinuity between stations EZ5232.located in North Carolina and those in adjacent states EZ5232.which have been adjusted to the HARN may be as much as 5 EZ5232.decimeters. This will result in a significant loss of accuracy EZ5232.over lines crossing such state borders. EZ5232 EZ5232 EZ5232.The horizontal coordinates were established by classical geodetic methods EZ5232.and adjusted by the National Geodetic Survey in July 1986. EZ5232 EZ5232.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5232 EZ5232.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5232 EZ5232.The geoid height was determined by GEOID03. EZ5232 EZ5232; North East Units Scale Factor Converg. EZ5232;SPC NC - 213,910.587 652,782.555 MT 0.99990011 +0 16 31.2 EZ5232;SPC NC - 701,804.98 2,141,670.77 sFT 0.99990011 +0 16 31.2 EZ5232;UTM 17 - 3,950,993.497 724,177.618 MT 1.00021933 +1 26 42.9 EZ5232 EZ5232! - Elev Factor x Scale Factor = Combined Factor EZ5232!SPC NC - 0.99998749 x 0.99990011 = 0.99988760 EZ5232!UTM 17 - 0.99998749 x 1.00021933 = 1.00020682 EZ5232 EZ5232: Primary Azimuth Mark Grid Az EZ5232:SPC NC - YANCEY 120 20 31.0 EZ5232:UTM 17 - YANCEY 119 10 19.3 EZ5232 EZ5232|---------------------------------------------------------------------| EZ5232| PID Reference Object Distance Geod. Az | EZ5232| dddmmss.s | EZ5232| EZ5244 YANCEY APPROX. 1.8 KM 1203702.2 | EZ5232|---------------------------------------------------------------------| EZ5232 EZ5232 SUPERSEDED SURVEY CONTROL EZ5232 EZ5232 NAD 27 - 35 40 38.01164(N) 078 31 23.65747(W) AD( ) 2 EZ5232 NGVD 29 (07/19/86) 113.6 (m) 373. (f) VERT ANG EZ5232 EZ5232.Superseded values are not recommended for survey control. EZ5232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5232.See file dsdata.txt to determine how the superseded data were derived. EZ5232 EZ5232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2417850993(NAD 83) EZ5232_MARKER: DE = TRAVERSE STATION DISK EZ5232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5232_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5232_STAMPING: ELLIS 1968 EZ5232_MARK LOGO: NCGS EZ5232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5232+STABILITY: SURFACE MOTION EZ5232 EZ5232 HISTORY - Date Condition Report By EZ5232 HISTORY - 1968 MONUMENTED NCGS EZ5232 HISTORY - 1980 GOOD NCGS EZ5232 EZ5232 STATION DESCRIPTION EZ5232 EZ5232'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EZ5232'ELLIS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5232'IN THE VICINITY OF CLAYTON, NORTH CAROLINA. EZ5232' EZ5232'ELLIS IS LOCATED APPROXIMATELY 5.0 MILES SOUTHEAST OF THE EZ5232'CENTER OF GARNER. TO REACH STATION PROCEED FROM THE EZ5232'INTERSECTION OF NC 50 WITH U.S. 70 IN GARNER, GO SOUTHEAST ON EZ5232'U.S. 70 FOR 5.35 MILES TO STATION. WHICH IS ON THE NORTHEAST EZ5232'BANK OF U.S. 70 WEST BOUND LANE, 0.1 MILE NORTHWEST OF EZ5232'INTERSECTION OF SR 2558 WITH U.S. 70 AND ABOUT 300 FEET WEST OF EZ5232'DOUG ELLISS GROCERY STORE AND GULF STATION. EZ5232' EZ5232'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5232'ELLIS 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5232'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5232' EZ5232'MARK IS EZ5232' EZ5232'45.0 FT NE OF C/L OF U.S. 70 W BOUND LANE EZ5232' EZ5232'149.6 FT NW OF 4X4 POST WITH DO NOT ENTER SIGN ON NE EZ5232'SHOULDER OF E BOUND LANE, AND WITH ALUMINUM REF. TAG EZ5232' EZ5232'246.7 FT WNW OF NE END OF CULVERT UNDER DRIVEWAY TO ELLISS EZ5232'STORE EZ5232' EZ5232'241.2 FT W OF METAL POST WITH PINE STATE MILK SIGN AT EDGE EZ5232'OF ELLISS PARKING LOT. EZ5232 EZ5232 STATION RECOVERY (1980) EZ5232 EZ5232'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EZ5232'THE STATION WAS RECOVERED IN GOOD CONDITION. DESCRIPTION IS EZ5232'ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS. EZ5232' EZ5232'SIGNS UNDER TO REFERENCE STATION ARE GONE. THE MARK ONLY CAN USE THE EZ5232'TV TOWERS AS BACKSIGHTS AS OTHER MARKS ARE NO LONGER VISIABLE. EZ5232' EZ5232'THE MARK IS 45.0 FEET NORTHEAST OF CENTERLINE OF WEST BOUND LANES, EZ5232'246.7 FEET NORTHWEST OF NORTHWEST END OF CULVERT UNDER STORE EZ5232'ENTRANCE, 1 FOOT NORTHWEST OF PROLONGATION OF NORTHWEST SIDE OF TIN EZ5232'BARN ACROSS HIGHWAY AND 0.7 FEET BELOW THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0851 *********************************************************************** EZ0851 DESIGNATION - ELMORE EZ0851 PID - EZ0851 EZ0851 STATE/COUNTY- NC/WAKE EZ0851 USGS QUAD - RALEIGH EAST (1993) EZ0851 EZ0851 *CURRENT SURVEY CONTROL EZ0851 ___________________________________________________________________ EZ0851* NAD 83(1986)- 35 52 09.70018(N) 078 36 59.84990(W) ADJUSTED EZ0851* NAVD 88 - 122.770 (meters) 402.79 (feet) ADJUSTED EZ0851 ___________________________________________________________________ EZ0851 LAPLACE CORR- -7.36 (seconds) DEFLEC99 EZ0851 GEOID HEIGHT- -32.78 (meters) GEOID03 EZ0851 DYNAMIC HT - 122.665 (meters) 402.44 (feet) COMP EZ0851 MODELED GRAV- 979,779.4 (mgal) NAVD 88 EZ0851 EZ0851 HORZ ORDER - SECOND EZ0851 VERT ORDER - SECOND CLASS 0 EZ0851 EZ0851.The North Carolina HARNS have been completed but, EZ0851.due to contractual restrictions, coordinates for these stations EZ0851.will NOT be published in the near future. In the interim, the EZ0851.published coordinates in North Carolina will not be EZ0851.consistent with the Continuously Operating Reference Stations EZ0851.(CORS). The HARN coordinates for these stations are available EZ0851.upon request. Contact Gary Thompson(919-733-3836). EZ0851. EZ0851.In addition, the published North Carolina positions EZ0851.(NAD 83 (1986)) are NOT consistent with those determined in EZ0851.adjacent state readjustments. The discontinuity between stations EZ0851.located in North Carolina and those in adjacent states EZ0851.which have been adjusted to the HARN may be as much as 5 EZ0851.decimeters. This will result in a significant loss of accuracy EZ0851.over lines crossing such state borders. EZ0851 EZ0851 EZ0851.The horizontal coordinates were established by classical geodetic methods EZ0851.and adjusted by the National Geodetic Survey in July 1986. EZ0851 EZ0851.The orthometric height was determined by differential leveling EZ0851.and adjusted by the National Geodetic Survey in June 1991. EZ0851 EZ0851.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0851 EZ0851.The geoid height was determined by GEOID03. EZ0851 EZ0851.The dynamic height is computed by dividing the NAVD 88 EZ0851.geopotential number by the normal gravity value computed on the EZ0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0851.degrees latitude (g = 980.6199 gals.). EZ0851 EZ0851.The modeled gravity was interpolated from observed gravity values. EZ0851 EZ0851; North East Units Scale Factor Converg. EZ0851;SPC NC - 235,172.984 644,222.157 MT 0.99993057 +0 13 16.6 EZ0851;SPC NC - 771,563.37 2,113,585.53 sFT 0.99993057 +0 13 16.6 EZ0851;UTM 17 - 3,972,082.124 715,181.261 MT 1.00017059 +1 23 49.4 EZ0851 EZ0851! - Elev Factor x Scale Factor = Combined Factor EZ0851!SPC NC - 0.99998588 x 0.99993057 = 0.99991645 EZ0851!UTM 17 - 0.99998588 x 1.00017059 = 1.00015646 EZ0851 EZ0851: Primary Azimuth Mark Grid Az EZ0851:SPC NC - HILL 2 250 54 51.3 EZ0851:UTM 17 - HILL 2 249 44 18.5 EZ0851 EZ0851|---------------------------------------------------------------------| EZ0851| PID Reference Object Distance Geod. Az | EZ0851| dddmmss.s | EZ0851| EZ0852 DEAN 298.133 METERS 08444 | EZ0851| AE7504 JADE 316.920 METERS 08542 | EZ0851| EZ5087 HILL 2 406.572 METERS 2510807.9 | EZ0851| AE7397 FALLFOR 414.527 METERS 2524525.5 | EZ0851|---------------------------------------------------------------------| EZ0851 EZ0851 SUPERSEDED SURVEY CONTROL EZ0851 EZ0851 NAD 27 - 35 52 09.17350(N) 078 37 00.83814(W) AD( ) 2 EZ0851 NGVD 29 (??/??/92) 123.049 (m) 403.70 (f) ADJ UNCH 2 0 EZ0851 EZ0851.Superseded values are not recommended for survey control. EZ0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0851.See file dsdata.txt to determine how the superseded data were derived. EZ0851 EZ0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1518172082(NAD 83) EZ0851_MARKER: DE = TRAVERSE STATION DISK EZ0851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0851_SP_SET: CONCRETE POST EZ0851_STAMPING: ELMORE 1965 EZ0851_MARK LOGO: NCGS EZ0851_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0851+STABILITY: SURFACE MOTION EZ0851 EZ0851 HISTORY - Date Condition Report By EZ0851 HISTORY - 1965 MONUMENTED NCGS EZ0851 HISTORY - 1972 GOOD NCGS EZ0851 HISTORY - 1972 GOOD NCGS EZ0851 HISTORY - 1985 MARK NOT FOUND NCGS EZ0851 HISTORY - 1985 MARK NOT FOUND NCGS EZ0851 HISTORY - 19880301 GOOD NCGS EZ0851 EZ0851 STATION DESCRIPTION EZ0851 EZ0851'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ0851'ELMORE IS N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ0851'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ0851' EZ0851'ELMORE IS 6.25 MILES NNE OF RALEIGH AND 1.4 MILES NW OF EZ0851'MILLBROOK. LOCATED 0.3 MILES E ALONG SR 2015 FROM SR 2000. 1.2 EZ0851'MILES WNW ALONG SR 2015 FROM SR 2030 (OLD U.S. 1). ON N SIDE EZ0851'OF SR 2015 ON TOP OF 6 FT DITCH BANK. AND ON CREST OF HILL. EZ0851' EZ0851'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0851'ELMORE 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ0851'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0851' EZ0851'MARK IS EZ0851' EZ0851'32.9 FT N OF C/L OF SR 2015 EZ0851' EZ0851'23.7 FT N OF YELLOW ARROW PAINTED ON SR 2015 EZ0851' EZ0851'20.5 FT SW OF 4 INCH PINE WITH ALUMINUM REF. TAG EZ0851' EZ0851'26.2 FT E OF 8 INCH PINE WITH ALUMINUM REF. TAG EZ0851' EZ0851'10.2 FT S OF 5 INCH PINE WITH ALUMINUM REF. TAG EZ0851' EZ0851'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ0851 EZ0851 STATION RECOVERY (1972) EZ0851 EZ0851'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ0851'GOOD AS DESCRIBED. EZ0851 EZ0851 STATION RECOVERY (1972) EZ0851 EZ0851'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0851'1.4 MI NW FROM MILLBROOK. EZ0851'STATION IS 1.4 MI. NW OF MILLBROOK AND 6.25 MI. NNE OF RALEIGH, EZ0851'0.3 MILE E ALONG SR 2015 FROM SR 2000, 1.2 MILES WNW ALONG SR EZ0851'2015 FROM SR 2030 (OLD U.S. 1), ON N SIDE OF SR 2015 ON TOP OF EZ0851'6 FT DITCH BANK AND ON CREST OF HILL, 32.9 FT N OF C/L OF SR EZ0851'2015, 20.5 FT SW OF 4 INCH PINE WITH ALUM. REF. TAG, 26.2 FT E EZ0851'OF 8 INCH PINE WITH ALUM. REF. TAG AND 10.2 FT S OF 5 INCH PINE EZ0851'WITH ALUM. REF. TAG. STATION IS FLUSH WITH THE GROUND. EZ0851 EZ0851 STATION RECOVERY (1985) EZ0851 EZ0851'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0851'THE STATION WAS NOT FOUND. THE BANK IS CUT DOWN AND SLOPED, EZ0851'AND A WATER LINE PUT IN. EZ0851 EZ0851 STATION RECOVERY (1985) EZ0851 EZ0851'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 EZ0851'MARK NOT FOUND. EZ0851 EZ0851 STATION RECOVERY (1988) EZ0851 EZ0851'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (EWB) EZ0851'RECOVERED AS DESCRIBED. NEW REFERENCES FOLLOW. MARK IS FLUSH WITH EZ0851'GROUND AND 2 FEET (0.6 M) HIGHER THAN THE ROAD. LOCATED 38.5 FT (11.7 EZ0851'M) NORTH OF THE CENTER OF THE ROAD, 84.7 FT (25.8 M) WEST OF THE WEST EZ0851'END OF A DRIVEWAY CULVERT, 6.0 FT (1.8 M) SOUTH OF A SPLIT RAIL FENCE EZ0851'LINE, AND 20.5 FT (6.2 M) EAST OF A POWER POLE WITH A TRANSFORMER AND EZ0851'A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5065 *********************************************************************** EZ5065 DESIGNATION - EMERGENCY EZ5065 PID - EZ5065 EZ5065 STATE/COUNTY- NC/WAKE EZ5065 USGS QUAD - RALEIGH EAST (1993) EZ5065 EZ5065 *CURRENT SURVEY CONTROL EZ5065 ___________________________________________________________________ EZ5065* NAD 83(1986)- 35 46 56.99736(N) 078 35 35.15411(W) ADJUSTED EZ5065* NAVD 88 - 78.29 (+/-2cm) 256.9 (feet) VERTCON EZ5065 ___________________________________________________________________ EZ5065 LAPLACE CORR- -8.06 (seconds) DEFLEC99 EZ5065 GEOID HEIGHT- -33.12 (meters) GEOID03 EZ5065 EZ5065 HORZ ORDER - SECOND EZ5065 VERT ORDER - THIRD ? (See Below) EZ5065 EZ5065.The North Carolina HARNS have been completed but, EZ5065.due to contractual restrictions, coordinates for these stations EZ5065.will NOT be published in the near future. In the interim, the EZ5065.published coordinates in North Carolina will not be EZ5065.consistent with the Continuously Operating Reference Stations EZ5065.(CORS). The HARN coordinates for these stations are available EZ5065.upon request. Contact Gary Thompson(919-733-3836). EZ5065. EZ5065.In addition, the published North Carolina positions EZ5065.(NAD 83 (1986)) are NOT consistent with those determined in EZ5065.adjacent state readjustments. The discontinuity between stations EZ5065.located in North Carolina and those in adjacent states EZ5065.which have been adjusted to the HARN may be as much as 5 EZ5065.decimeters. This will result in a significant loss of accuracy EZ5065.over lines crossing such state borders. EZ5065 EZ5065 EZ5065.The horizontal coordinates were established by classical geodetic methods EZ5065.and adjusted by the National Geodetic Survey in July 1986. EZ5065 EZ5065.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5065.The vertical order pertains to the NGVD 29 superseded value. EZ5065 EZ5065.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5065 EZ5065.The geoid height was determined by GEOID03. EZ5065 EZ5065; North East Units Scale Factor Converg. EZ5065;SPC NC - 225,544.437 646,386.233 MT 0.99991539 +0 14 05.5 EZ5065;SPC NC - 739,973.71 2,120,685.50 sFT 0.99991539 +0 14 05.5 EZ5065;UTM 17 - 3,962,497.519 717,542.829 MT 1.00018319 +1 24 28.4 EZ5065 EZ5065! - Elev Factor x Scale Factor = Combined Factor EZ5065!SPC NC - 0.99999291 x 0.99991539 = 0.99990830 EZ5065!UTM 17 - 0.99999291 x 1.00018319 = 1.00017610 EZ5065 EZ5065: Primary Azimuth Mark Grid Az EZ5065:SPC NC - WILLIAM 236 16 39.2 EZ5065:UTM 17 - WILLIAM 235 06 16.3 EZ5065 EZ5065|---------------------------------------------------------------------| EZ5065| PID Reference Object Distance Geod. Az | EZ5065| dddmmss.s | EZ5065| EZ2491 WILLIAM 464.989 METERS 2363044.7 | EZ5065|---------------------------------------------------------------------| EZ5065 EZ5065 SUPERSEDED SURVEY CONTROL EZ5065 EZ5065 NAD 27 - 35 46 56.46032(N) 078 35 36.14083(W) AD( ) 2 EZ5065 NGVD 29 (07/19/86) 78.57 (m) 257.8 (f) LEVELING 3 EZ5065 EZ5065.Superseded values are not recommended for survey control. EZ5065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5065.See file dsdata.txt to determine how the superseded data were derived. EZ5065 EZ5065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1754362498(NAD 83) EZ5065_MARKER: DE = TRAVERSE STATION DISK EZ5065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5065_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5065_STAMPING: EMERGENCY 1967 EZ5065_MARK LOGO: NCGS EZ5065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5065+STABILITY: SURFACE MOTION EZ5065 EZ5065 HISTORY - Date Condition Report By EZ5065 HISTORY - 1967 MONUMENTED NCGS EZ5065 EZ5065 STATION DESCRIPTION EZ5065 EZ5065'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ5065'EMERGENCY IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ5065'ESTABLISHED IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5065' EZ5065'EMERGENCY IS LOCATED APPROXIMATELY 2.5 MILES EAST OF RALEIGH EZ5065'CAPITOL SQUARE. TO REACH STATION PROCEED FROM CAPITOL EZ5065'SQUARE EAST ON NEW BERN AVE. FOR 2.5 MILES TO STATION ON EZ5065'NORTH SIDE OF E. BOUND LANE OF NEW BERN AVE., APPROXIMATELY EZ5065'250 FT SOUTHWEST OF PEARTREE LANE. AND ON THE SOUTH SIDE EZ5065'OF MEDIAN OF NEW BERN AVE. EZ5065' EZ5065'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5065'EMERGENCY 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE EZ5065'TOP OF WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ5065' EZ5065'MARK IS EZ5065' EZ5065'7.9 FT S OF 12 INCH WILLOW OAK IN MEDIAN WITH ALUMINUM REF. TAG EZ5065' EZ5065'74.3 FT SW OF 2 INCH DOGWOOD IN MEDIAN WITH ALUMINUM REF. TAG EZ5065' EZ5065'69.2 FT NE OF 2 INCH CRABAPPLE IN MEDIAN WITH ALUMINUM REF. TAG EZ5065' EZ5065'68.9 FT SW OF MIDDLE OF IRON GRATE FOR DRAIN EZ5065' EZ5065'16.5 FT NW OF C/L OF E BOUND LANE OF NEW BERN AVE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5171 *********************************************************************** EZ5171 DESIGNATION - EMORY EZ5171 PID - EZ5171 EZ5171 STATE/COUNTY- NC/WAKE EZ5171 USGS QUAD - RALEIGH WEST (1988) EZ5171 EZ5171 *CURRENT SURVEY CONTROL EZ5171 ___________________________________________________________________ EZ5171* NAD 83(1986)- 35 49 21.46960(N) 078 42 05.05914(W) ADJUSTED EZ5171* NAVD 88 - 137.1 (meters) 450. (feet) VERTCON EZ5171 ___________________________________________________________________ EZ5171 LAPLACE CORR- -6.99 (seconds) DEFLEC99 EZ5171 GEOID HEIGHT- -32.54 (meters) GEOID03 EZ5171 EZ5171 HORZ ORDER - SECOND EZ5171 EZ5171.The North Carolina HARNS have been completed but, EZ5171.due to contractual restrictions, coordinates for these stations EZ5171.will NOT be published in the near future. In the interim, the EZ5171.published coordinates in North Carolina will not be EZ5171.consistent with the Continuously Operating Reference Stations EZ5171.(CORS). The HARN coordinates for these stations are available EZ5171.upon request. Contact Gary Thompson(919-733-3836). EZ5171. EZ5171.In addition, the published North Carolina positions EZ5171.(NAD 83 (1986)) are NOT consistent with those determined in EZ5171.adjacent state readjustments. The discontinuity between stations EZ5171.located in North Carolina and those in adjacent states EZ5171.which have been adjusted to the HARN may be as much as 5 EZ5171.decimeters. This will result in a significant loss of accuracy EZ5171.over lines crossing such state borders. EZ5171 EZ5171 EZ5171.The horizontal coordinates were established by classical geodetic methods EZ5171.and adjusted by the National Geodetic Survey in July 1986. EZ5171 EZ5171.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5171 EZ5171.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5171 EZ5171.The geoid height was determined by GEOID03. EZ5171 EZ5171; North East Units Scale Factor Converg. EZ5171;SPC NC - 229,962.031 636,581.633 MT 0.99992212 +0 10 20.4 EZ5171;SPC NC - 754,467.10 2,088,518.24 sFT 0.99992212 +0 10 20.4 EZ5171;UTM 17 - 3,966,714.435 707,647.472 MT 1.00013134 +1 20 44.9 EZ5171 EZ5171! - Elev Factor x Scale Factor = Combined Factor EZ5171!SPC NC - 0.99998360 x 0.99992212 = 0.99990572 EZ5171!UTM 17 - 0.99998360 x 1.00013134 = 1.00011493 EZ5171 EZ5171: Primary Azimuth Mark Grid Az EZ5171:SPC NC - PAULS 049 45 53.8 EZ5171:UTM 17 - PAULS 048 35 29.3 EZ5171 EZ5171|---------------------------------------------------------------------| EZ5171| PID Reference Object Distance Geod. Az | EZ5171| dddmmss.s | EZ5171| EZ5172 PAULS 437.663 METERS 0495614.2 | EZ5171| EZ5170 TRINITY 332.943 METERS 24409 | EZ5171|---------------------------------------------------------------------| EZ5171 EZ5171 SUPERSEDED SURVEY CONTROL EZ5171 EZ5171 NAD 27 - 35 49 20.93295(N) 078 42 06.04384(W) AD( ) 2 EZ5171 NGVD 29 (03/10/98) 137.3 (m) 450. (f) VERT ANG EZ5171 EZ5171.Superseded values are not recommended for survey control. EZ5171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5171.See file dsdata.txt to determine how the superseded data were derived. EZ5171 EZ5171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0764766714(NAD 83) EZ5171_MARKER: DE = TRAVERSE STATION DISK EZ5171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5171_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5171_STAMPING: EMORY 1970 EZ5171_MARK LOGO: NCGS EZ5171_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ5171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5171+STABILITY: SURFACE MOTION EZ5171 EZ5171 HISTORY - Date Condition Report By EZ5171 HISTORY - 1970 MONUMENTED NCGS EZ5171 HISTORY - 1982 GOOD NC-183 EZ5171 HISTORY - 19860101 GOOD NCGS EZ5171 HISTORY - 1987 GOOD USPSQD EZ5171 EZ5171 STATION DESCRIPTION EZ5171 EZ5171'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ5171'EMORY IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ5171'VICINITY OF NORTHWEST WAKE COUNTY. EZ5171' EZ5171'EMORY IS LOCATED APPROXIMATELY 4.3 MILES NORTHWEST OF RALEIGH AND EZ5171'4.9 MILES NORTHEAST OF CARY. TO REACH STATION PROCEED FROM THE EZ5171'INTERSECTION OF SR 1664 AND US 1 NEAR SOUTHEAST CORNER OF STATE EZ5171'FAIRGROUNDS, GO NORTH ON SR 1664 FOR 1.85 MILES TO INTERSECTION OF EZ5171'SR 1664 AND SR 1670, TURN RIGHT ON SR 1670 AND PROCEED 0.2 MILE EZ5171'TO STATION ON RIGHT, ON WEST SIDE OF DRIVEWAY TO HOME OF MR. EZ5171'EMORY AND 0.3 MILE WEST OF INTERSECTION OF SR 1670 AND SR 1758. EZ5171' EZ5171'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ5171'EMORY 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ5171'IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5171' EZ5171'MARK IS-- EZ5171'30.5 FEET S OF C/L OF SR 1670. EZ5171'30.2 FEET W OF C/L OF DRIVEWAY. EZ5171'57.6 FEET SSE OF 4 FT. HIGH ROUND TELEPHONE CABLE TERMINAL. EZ5171'64.7 FEET NNW OF NW CORNER OF GARAGE. EZ5171'23.1 FEET SW OF TOP OF W END OF 12 INCH CONCRETE CULVERT. EZ5171'38.0 FEET WSW OF TOP OF E END OF 12 INCH CONCRETE CULVERT. EZ5171'21.4 FEET N OF 6 INCH ELM TREE. EZ5171'75.9 FEET SW OF ALUMINUM REF. TAG ON PP NO. 26. EZ5171 EZ5171 STATION RECOVERY (1982) EZ5171 EZ5171'RECOVERY NOTE BY WAKE COUNTY NORTH CAROLINA 1982 (DHC) EZ5171'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ5171 EZ5171 STATION RECOVERY (1986) EZ5171 EZ5171'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ5171'RECOVERED AS DESCRIBED. A COMPLETE NEW DESCRIPTION FOLLOWS. STATION IS EZ5171'LOCATED ABOUT 7.2 KM (4.45 MI) NORTHWEST OF CAPITOL SQUARE (IN EZ5171'RALEIGH). ALONG SR 1670 (BLUE RIDGE ROAD) FOR 3.1 KM (1.90 MI) EZ5171'SOUTHWEST FROM US 70 AT CRABTREE, OR 0.3 KM (0.20 MI) NORTHEAST OF EZ5171'DURALEIGH ROAD, AND ABOUT 0.5 KM (0.30 MI) SOUTHWEST OF SAINT PAULS EZ5171'CHURCH, ON THE WEST SIDE OF A DRIVE TO THE EMORY RESIDENCE. MARK IS EZ5171'RECESSED 3 INCHES BELOW GROUND AND LEVEL WITH ROAD. LOCATED 8.9 M EZ5171'(29.2 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD, 9.1 M (29.9 FT) EZ5171'WEST-SOUTHWEST OF THE CENTERLINE OF THE DRIVE, 7.0 M (23.0 FT) EZ5171'SOUTHWEST OF THE WEST END OF A DRIVE CULVERT, 19.7 M (64.6 FT) EZ5171'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE GARAGE, AND 6.4 M (21.0 EZ5171'FT) NORTH-NORTHWEST OF A 14-INCH ELM WITH A REFERENCE TAG. EZ5171 EZ5171 STATION RECOVERY (1987) EZ5171 EZ5171'RECOVERY NOTE BY US POWER SQUADRON 1987 (FBB) EZ5171'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7289 *********************************************************************** AE7289 DESIGNATION - EMORYS AE7289 PID - AE7289 AE7289 STATE/COUNTY- NC/WAKE AE7289 USGS QUAD - WAKE FOREST (1987) AE7289 AE7289 *CURRENT SURVEY CONTROL AE7289 ___________________________________________________________________ AE7289* NAD 83(1986)- 35 58 53.37993(N) 078 36 55.19815(W) ADJUSTED AE7289* NAVD 88 - 124.3 (meters) 408. (feet) VERTCON AE7289 ___________________________________________________________________ AE7289 LAPLACE CORR- -6.53 (seconds) DEFLEC99 AE7289 GEOID HEIGHT- -32.48 (meters) GEOID03 AE7289 AE7289 HORZ ORDER - SECOND AE7289 AE7289.The North Carolina HARNS have been completed but, AE7289.due to contractual restrictions, coordinates for these stations AE7289.will NOT be published in the near future. In the interim, the AE7289.published coordinates in North Carolina will not be AE7289.consistent with the Continuously Operating Reference Stations AE7289.(CORS). The HARN coordinates for these stations are available AE7289.upon request. Contact Gary Thompson(919-733-3836). AE7289. AE7289.In addition, the published North Carolina positions AE7289.(NAD 83 (1986)) are NOT consistent with those determined in AE7289.adjacent state readjustments. The discontinuity between stations AE7289.located in North Carolina and those in adjacent states AE7289.which have been adjusted to the HARN may be as much as 5 AE7289.decimeters. This will result in a significant loss of accuracy AE7289.over lines crossing such state borders. AE7289 AE7289 AE7289.The horizontal coordinates were established by classical geodetic methods AE7289.and adjusted by the National Geodetic Survey in March 1998. AE7289 AE7289.The NAVD 88 height was computed by applying the VERTCON shift value to AE7289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7289 AE7289.The Laplace correction was computed from DEFLEC99 derived deflections. AE7289 AE7289.The geoid height was determined by GEOID03. AE7289 AE7289; North East Units Scale Factor Converg. AE7289;SPC NC - 247,614.658 644,290.636 MT 0.99995358 +0 13 19.3 AE7289;SPC NC - 812,382.42 2,113,810.19 sFT 0.99995358 +0 13 19.3 AE7289;UTM 17 - 3,984,525.417 714,993.971 MT 1.00016958 +1 24 05.7 AE7289 AE7289! - Elev Factor x Scale Factor = Combined Factor AE7289!SPC NC - 0.99998559 x 0.99995358 = 0.99993917 AE7289!UTM 17 - 0.99998559 x 1.00016958 = 1.00015516 AE7289 AE7289 SUPERSEDED SURVEY CONTROL AE7289 AE7289 NGVD 29 (03/10/98) 124.6 (m) 409. (f) VERT ANG AE7289 AE7289.Superseded values are not recommended for survey control. AE7289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7289.See file dsdata.txt to determine how the superseded data were derived. AE7289 AE7289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1499484525(NAD 83) AE7289_MARKER: DE = TRAVERSE STATION DISK AE7289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7289_STAMPING: EMORYS 1985 AE7289_MARK LOGO: NCGS AE7289_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7289+STABILITY: SURFACE MOTION AE7289 AE7289 HISTORY - Date Condition Report By AE7289 HISTORY - 1985 MONUMENTED NCGS AE7289 AE7289 STATION DESCRIPTION AE7289 AE7289'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) AE7289'STATION IS LOCATED ABOUT 9.5 KM (5.90 MI) WEST OF WAKE FOREST. ALONG AE7289'NC 98 FOR 1.6 KM (1.00 MI) EAST OF THE NEUSE RIVER BRIDGE, AE7289'APPROXIMATELY 300 FT (91.4 M) NORTHEAST OF THE RIDGE CREST BAPTIST AE7289'CHURCH, IN THE NORTHWEST QUADRANT OF THE INTERSECTION WITH A CONCRETE AE7289'DRIVE. MARK IS RECESSED 1 INCH BELOW GROUND AND IS ABOUT 2 FEET (0.6 AE7289'M) HIGHER THAN THE HIGHWAY. LOCATED 12.7 M (41.7 FT) NORTH OF THE AE7289'CENTERLINE OF THE HIGHWAY, 5.5 M (18.0 FT) WEST OF THE THE WEST EDGE AE7289'OF THE DRIVE, 23.2 M (76.1 FT) EAST OF THE EAST END OF A DRIVE AE7289'CULVERT, 7.8 M (25.6 FT) SOUTH OF THE SOUTHWEST CORNER OF A CONCRETE AE7289'DRIVE TURN-A-ROUND, 30.9 M (101.4 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST AE7289'CORNER OF A BRICK RESIDENCE, AND 31.0 M (101.7 FT) EAST OF POWER POLE AE7289'(165) WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7307 *********************************************************************** AE7307 DESIGNATION - END AE7307 PID - AE7307 AE7307 STATE/COUNTY- NC/WAKE AE7307 USGS QUAD - SOUTHEAST DURHAM (1993) AE7307 AE7307 *CURRENT SURVEY CONTROL AE7307 ___________________________________________________________________ AE7307* NAD 83(1986)- 35 53 32.42654(N) 078 46 31.75541(W) ADJUSTED AE7307* NAVD 88 - 127.8 (meters) 419. (feet) VERTCON AE7307 ___________________________________________________________________ AE7307 LAPLACE CORR- -6.03 (seconds) DEFLEC99 AE7307 GEOID HEIGHT- -32.06 (meters) GEOID03 AE7307 AE7307 HORZ ORDER - SECOND AE7307 AE7307.The North Carolina HARNS have been completed but, AE7307.due to contractual restrictions, coordinates for these stations AE7307.will NOT be published in the near future. In the interim, the AE7307.published coordinates in North Carolina will not be AE7307.consistent with the Continuously Operating Reference Stations AE7307.(CORS). The HARN coordinates for these stations are available AE7307.upon request. Contact Gary Thompson(919-733-3836). AE7307. AE7307.In addition, the published North Carolina positions AE7307.(NAD 83 (1986)) are NOT consistent with those determined in AE7307.adjacent state readjustments. The discontinuity between stations AE7307.located in North Carolina and those in adjacent states AE7307.which have been adjusted to the HARN may be as much as 5 AE7307.decimeters. This will result in a significant loss of accuracy AE7307.over lines crossing such state borders. AE7307 AE7307 AE7307.The horizontal coordinates were established by classical geodetic methods AE7307.and adjusted by the National Geodetic Survey in March 1998. AE7307 AE7307.The NAVD 88 height was computed by applying the VERTCON shift value to AE7307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7307 AE7307.The Laplace correction was computed from DEFLEC99 derived deflections. AE7307 AE7307.The geoid height was determined by GEOID03. AE7307 AE7307; North East Units Scale Factor Converg. AE7307;SPC NC - 237,678.618 629,870.227 MT 0.99993497 +0 07 46.5 AE7307;SPC NC - 779,783.93 2,066,499.24 sFT 0.99993497 +0 07 46.5 AE7307;UTM 17 - 3,974,293.270 700,778.066 MT 1.00009675 +1 18 16.5 AE7307 AE7307! - Elev Factor x Scale Factor = Combined Factor AE7307!SPC NC - 0.99998498 x 0.99993497 = 0.99991995 AE7307!UTM 17 - 0.99998498 x 1.00009675 = 1.00008173 AE7307 AE7307 SUPERSEDED SURVEY CONTROL AE7307 AE7307 NGVD 29 (03/10/98) 128.0 (m) 420. (f) VERT ANG AE7307 AE7307.Superseded values are not recommended for survey control. AE7307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7307.See file dsdata.txt to determine how the superseded data were derived. AE7307 AE7307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0077874293(NAD 83) AE7307_MARKER: DH = HORIZONTAL CONTROL DISK AE7307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7307_STAMPING: END 1986 AE7307_MARK LOGO: NCGS AE7307_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7307+STABILITY: SURFACE MOTION AE7307_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AE7307+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2004 AE7307 AE7307 HISTORY - Date Condition Report By AE7307 HISTORY - 1986 MONUMENTED NCGS AE7307 HISTORY - 20040527 SEE DESCRIPTION NCGS AE7307 AE7307 STATION DESCRIPTION AE7307 AE7307'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7307'STATION IS LOCATED ABOUT 17.4 KM (10.80 MI) NORTHWEST OF CAPITOL AE7307'SQUARE (IN RALEIGH), IN THE VICINITY OF THE RALEIGH-DURHAM AIRPORT AE7307'COMPLEX. PROCEED ALONG SR 1002 (AVIATION PARKWAY) FOR 0.6 KM (0.35 MI) AE7307'SOUTHWEST FROM US 70, THENCE SOUTHWEST ALONG SR 1646 (MOUNT HERMAN AE7307'CHURCH ROAD) FOR 0.8 KM (0.50 MI) TO THE STATION ON THE LEFT, OPPOSITE AE7307'A GATE IN THE CHAIN LINK SECURITY FENCE. STATION IS ALSO ABOUT 0.6 KM AE7307'(0.35 MI) NORTHEAST OF MOUNT HERMAN CHURCH. MARK IS RECESSED 1 INCH AE7307'BELOW GROUND AND ABOUT 2 FEET (0.6 M) HIGHER THAN THE ROAD. LOCATED AE7307'19.0 M (62.3 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD, 6.8 M (22.3 AE7307'FT) NORTHWEST OF THE CHAIN LINK FENCE AT THE GATE, 18.4 M (60.4 FT) AE7307'SOUTHWEST OF A RIGHT-OF-WAY MARKER, 45.0 M (147.6 FT) NORTHEAST OF A AE7307'RIGHT-OF-WAY MARKER, 37.3 M (122.4 FT) EAST-SOUTHEAST OF THE CENTER OF AE7307'GATE (27-TO RUNWAYS), AND 6.9 M (22.6 FT) SOUTH OF A POWER POLE WITH A AE7307'REFERENCE TAG. AE7307 AE7307 STATION RECOVERY (2004) AE7307 AE7307'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WMK) AE7307'STATION WAS NOT FOUND AND BELIEVED TO BE LOST TO NEW HANGAR AE7307'CONSTRUCTION. RTK GPS SEARCH USED TO CONFIRM MARKER LOCATION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2490 *********************************************************************** EZ2490 DESIGNATION - ENLOE EZ2490 PID - EZ2490 EZ2490 STATE/COUNTY- NC/WAKE EZ2490 USGS QUAD - RALEIGH EAST (1993) EZ2490 EZ2490 *CURRENT SURVEY CONTROL EZ2490 ___________________________________________________________________ EZ2490* NAD 83(1986)- 35 46 47.25970(N) 078 36 05.23818(W) ADJUSTED EZ2490* NAVD 88 - 85.074 (meters) 279.11 (feet) ADJUSTED EZ2490 ___________________________________________________________________ EZ2490 LAPLACE CORR- -8.01 (seconds) DEFLEC99 EZ2490 GEOID HEIGHT- -33.08 (meters) GEOID03 EZ2490 DYNAMIC HT - 85.000 (meters) 278.87 (feet) COMP EZ2490 MODELED GRAV- 979,763.3 (mgal) NAVD 88 EZ2490 EZ2490 HORZ ORDER - SECOND EZ2490 VERT ORDER - SECOND CLASS II EZ2490 EZ2490.The North Carolina HARNS have been completed but, EZ2490.due to contractual restrictions, coordinates for these stations EZ2490.will NOT be published in the near future. In the interim, the EZ2490.published coordinates in North Carolina will not be EZ2490.consistent with the Continuously Operating Reference Stations EZ2490.(CORS). The HARN coordinates for these stations are available EZ2490.upon request. Contact Gary Thompson(919-733-3836). EZ2490. EZ2490.In addition, the published North Carolina positions EZ2490.(NAD 83 (1986)) are NOT consistent with those determined in EZ2490.adjacent state readjustments. The discontinuity between stations EZ2490.located in North Carolina and those in adjacent states EZ2490.which have been adjusted to the HARN may be as much as 5 EZ2490.decimeters. This will result in a significant loss of accuracy EZ2490.over lines crossing such state borders. EZ2490 EZ2490 EZ2490.The horizontal coordinates were established by classical geodetic methods EZ2490.and adjusted by the National Geodetic Survey in July 1986. EZ2490 EZ2490.The orthometric height was determined by differential leveling EZ2490.and adjusted by the National Geodetic Survey in June 1991. EZ2490 EZ2490.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2490 EZ2490.The geoid height was determined by GEOID03. EZ2490 EZ2490.The dynamic height is computed by dividing the NAVD 88 EZ2490.geopotential number by the normal gravity value computed on the EZ2490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2490.degrees latitude (g = 980.6199 gals.). EZ2490 EZ2490.The modeled gravity was interpolated from observed gravity values. EZ2490 EZ2490; North East Units Scale Factor Converg. EZ2490;SPC NC - 225,241.278 645,631.975 MT 0.99991496 +0 13 48.1 EZ2490;SPC NC - 738,979.09 2,118,210.90 sFT 0.99991496 +0 13 48.1 EZ2490;UTM 17 - 3,962,178.898 716,794.736 MT 1.00017919 +1 24 10.5 EZ2490 EZ2490! - Elev Factor x Scale Factor = Combined Factor EZ2490!SPC NC - 0.99999184 x 0.99991496 = 0.99990680 EZ2490!UTM 17 - 0.99999184 x 1.00017919 = 1.00017103 EZ2490 EZ2490: Primary Azimuth Mark Grid Az EZ2490:SPC NC - LONGVIEW 267 41 48.6 EZ2490:UTM 17 - LONGVIEW 266 31 26.2 EZ2490 EZ2490|---------------------------------------------------------------------| EZ2490| PID Reference Object Distance Geod. Az | EZ2490| dddmmss.s | EZ2490| EZ2491 WILLIAM 370.323 METERS 08315 | EZ2490| EZ2489 LONGVIEW APPROX. 0.6 KM 2675536.7 | EZ2490|---------------------------------------------------------------------| EZ2490 EZ2490 SUPERSEDED SURVEY CONTROL EZ2490 EZ2490 NAD 27 - 35 46 46.72226(N) 078 36 06.22493(W) AD( ) 2 EZ2490 NGVD 29 (??/??/92) 85.354 (m) 280.03 (f) ADJ UNCH 2 2 EZ2490 EZ2490.Superseded values are not recommended for survey control. EZ2490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2490.See file dsdata.txt to determine how the superseded data were derived. EZ2490 EZ2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1679562179(NAD 83) EZ2490_MARKER: DE = TRAVERSE STATION DISK EZ2490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2490_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2490_STAMPING: ENLOE 1967 EZ2490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2490+STABILITY: SURFACE MOTION EZ2490 EZ2490 HISTORY - Date Condition Report By EZ2490 HISTORY - 1967 MONUMENTED NCGS EZ2490 HISTORY - 1976 GOOD NCGS EZ2490 HISTORY - 1988 GOOD USPSQD EZ2490 EZ2490 STATION DESCRIPTION EZ2490 EZ2490'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ2490'ENLOE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2490'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ2490' EZ2490'ENLOE IS LOCATED APPROXIMATELY 2.1 MILES EAST OF RALEIGH EZ2490'CAPITOL SQUARE. TO REACH STATION PROCEED FROM CAPITOL SQUARE EZ2490'2.1 MILES EAST ON NEW BERN AVE. TO STATION ON THE SOUTH SIDE OF EZ2490'E. BOUND LANE AND APPROXIMATELY 250 FT SOUTHEAST OF CUTOFF TO EZ2490'ENLOE SCHOOL. EZ2490' EZ2490'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2490'ENLOE 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2490'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ2490' EZ2490'MARK IS EZ2490' EZ2490'3.8 FT SSE OF WOODEN SPEED SIGN WITH ALUMINUM REF. TAG EZ2490' EZ2490'46.8 FT NE OF TP ON S SIDE OF E BOUND LANE OF NEW BERN AVE., EZ2490'WITH ALUMINUM REF. TAG EZ2490' EZ2490'114.0 FT W OF TP ON S SIDE OF E. BOUND LANE WITH ALUM. REF. TAG EZ2490' EZ2490'59.3 FT W OF W END OF CULVERT UNDER DRIVE OF L. C. WEAVER EZ2490' EZ2490'22.5 FT S OF C/L OF E. BOUND LANE OF NEW BERN AVE. EZ2490' EZ2490'58.7 FT N OF 15 INCH PINE ON APPROXIMATE PROPERTY LINE EZ2490 EZ2490 STATION RECOVERY (1976) EZ2490 EZ2490'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2490'IN RALEIGH. EZ2490'STATION IS LOCATED APPROXIMATELY 2.1 MILES EAST OF CAPITOL SQUARE, ON EZ2490'SOUTH SIDE OF NEW BERN AVE., APPROXIMATELY 250 FEET EAST OF CROSSOVER EZ2490'TO ENLOE AND AYCOCK SCHOOLS. 22.5 FT. S OF CENTERLINE OF EAST BOUND EZ2490'LANE OF NEW BERN AVE., 59.3 FT. W OF WEST END OF CULVERT UNDER DRIVE EZ2490'OF L. C. WEAVER, 25.3 FT. WNW OF SERVICE POLE WITH DUSK TO DAWN LIGHT EZ2490'WITH ALUMINUM REF. TAG, 20.5 FT. NNE OF T.P. NO. 34 WITH ALUMINUM REF. EZ2490'TAG, 33.0 FT. ENE OF 12 INCH OAK WITH ALUMINUM REF. TAG AND 58.7 FT. N EZ2490'OF 15 INCH PINE ON APPROXIMATE PROPERTY LINE. DISK IS SET IN CONCRETE EZ2490'CYLINDER, 1 INCH BELOW THE SURFACE OF THE GROUND. EZ2490 EZ2490 STATION RECOVERY (1988) EZ2490 EZ2490'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EZ2490'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5357 *********************************************************************** EZ5357 DESIGNATION - ERIC EZ5357 PID - EZ5357 EZ5357 STATE/COUNTY- NC/WAKE EZ5357 USGS QUAD - NEW HILL (1983) EZ5357 EZ5357 *CURRENT SURVEY CONTROL EZ5357 ___________________________________________________________________ EZ5357* NAD 83(1986)- 35 40 21.55485(N) 078 55 54.03503(W) ADJUSTED EZ5357* NAVD 88 - 100.0 (meters) 328. (feet) VERTCON EZ5357 ___________________________________________________________________ EZ5357 LAPLACE CORR- -6.00 (seconds) DEFLEC99 EZ5357 GEOID HEIGHT- -32.07 (meters) GEOID03 EZ5357 EZ5357 HORZ ORDER - SECOND EZ5357 EZ5357.The North Carolina HARNS have been completed but, EZ5357.due to contractual restrictions, coordinates for these stations EZ5357.will NOT be published in the near future. In the interim, the EZ5357.published coordinates in North Carolina will not be EZ5357.consistent with the Continuously Operating Reference Stations EZ5357.(CORS). The HARN coordinates for these stations are available EZ5357.upon request. Contact Gary Thompson(919-733-3836). EZ5357. EZ5357.In addition, the published North Carolina positions EZ5357.(NAD 83 (1986)) are NOT consistent with those determined in EZ5357.adjacent state readjustments. The discontinuity between stations EZ5357.located in North Carolina and those in adjacent states EZ5357.which have been adjusted to the HARN may be as much as 5 EZ5357.decimeters. This will result in a significant loss of accuracy EZ5357.over lines crossing such state borders. EZ5357 EZ5357 EZ5357.The horizontal coordinates were established by classical geodetic methods EZ5357.and adjusted by the National Geodetic Survey in July 1986. EZ5357 EZ5357.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5357 EZ5357.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5357 EZ5357.The geoid height was determined by GEOID03. EZ5357 EZ5357; North East Units Scale Factor Converg. EZ5357;SPC NC - 213,284.554 615,786.264 MT 0.99989950 +0 02 22.0 EZ5357;SPC NC - 699,751.07 2,020,292.10 sFT 0.99989950 +0 02 22.0 EZ5357;UTM 17 - 3,949,612.836 687,193.542 MT 1.00003182 +1 12 23.4 EZ5357 EZ5357! - Elev Factor x Scale Factor = Combined Factor EZ5357!SPC NC - 0.99998933 x 0.99989950 = 0.99988883 EZ5357!UTM 17 - 0.99998933 x 1.00003182 = 1.00002115 EZ5357 EZ5357: Primary Azimuth Mark Grid Az EZ5357:SPC NC - LANA 331 33 54.2 EZ5357:UTM 17 - LANA 330 23 52.8 EZ5357 EZ5357|---------------------------------------------------------------------| EZ5357| PID Reference Object Distance Geod. Az | EZ5357| dddmmss.s | EZ5357| EZ1944 CHILL 390.422 METERS 16520 | EZ5357| EZ5356 LANA 455.348 METERS 3313616.2 | EZ5357|---------------------------------------------------------------------| EZ5357 EZ5357 SUPERSEDED SURVEY CONTROL EZ5357 EZ5357 NAD 27 - 35 40 21.01382(N) 078 55 55.00249(W) AD( ) 2 EZ5357 NGVD 29 (07/19/86) 100.3 (m) 329. (f) VERT ANG EZ5357 EZ5357.Superseded values are not recommended for survey control. EZ5357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5357.See file dsdata.txt to determine how the superseded data were derived. EZ5357 EZ5357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8719449613(NAD 83) EZ5357_MARKER: DE = TRAVERSE STATION DISK EZ5357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5357_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5357_STAMPING: ERIC 1970 EZ5357_MARK LOGO: NCGS EZ5357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5357+STABILITY: SURFACE MOTION EZ5357 EZ5357 HISTORY - Date Condition Report By EZ5357 HISTORY - 1970 MONUMENTED NCGS EZ5357 EZ5357 STATION DESCRIPTION EZ5357 EZ5357'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ5357'ERIC IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ5357'VICINITY OF NEW HILL, NORTH CAROLINA. EZ5357' EZ5357'ERIC IS LOCATED APPROXIMATELY 0.6 MILE SOUTHEAST OF NEW HILL. TO EZ5357'REACH STATION PROCEED FROM THE INTERSECTION OF SR 1011 (OLD US 1) EZ5357'WITH SR 1141 GOING NORTHWEST AND SR 1135 GOING SOUTHEAST IN THE TOWN EZ5357'OF NEW HILL, GO SOUTHEAST ON SR 1135 FOR 0.05 MILE TO RAILROAD EZ5357'CROSSING, CONTINUE SOUTHEAST ON SR 1135 FOR 0.55 MILE TO STATION ON EZ5357'THE LEFT, APPROXIMATELY 50 FEET WEST OF C/L TANGENT OF SR 1166 AND EZ5357'0.25 MILE NORTHWEST OF THE BRIDGE ON SR 1135 OVER US 1. EZ5357' EZ5357'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ5357'ERIC 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ5357'IS 1 INCH ABOVE THE SURFACE OF THE GROUND. EZ5357' EZ5357'MARK IS-- EZ5357'21.7 FEET ENE OF C/L OF SR 1135. EZ5357'41.1 FEET NE OF C/L OF SR 1166 AT INTERSECTION OF SR 1135. EZ5357'33.0 FEET NNW OF ALUMINUM REF. TAG ON DEAD END ROAD SIGN. EZ5357'57.9 FEET N OF ALUMINUM REF. TAG ON STOP SIGN. EZ5357'45.7 FEET ENE OF GREEN AND YELLOW TELEPHONE JUNCTION BOX. EZ5357'25.3 FEET SSW OF ALUMINUM REF. TAG ON 4 INCH PINE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5215 *********************************************************************** EZ5215 DESIGNATION - ERRON EZ5215 PID - EZ5215 EZ5215 STATE/COUNTY- NC/WAKE EZ5215 USGS QUAD - BAYLEAF (1987) EZ5215 EZ5215 *CURRENT SURVEY CONTROL EZ5215 ___________________________________________________________________ EZ5215* NAD 83(1986)- 35 56 16.92542(N) 078 38 45.57057(W) ADJUSTED EZ5215* NAVD 88 - 137.1 (meters) 450. (feet) VERTCON EZ5215 ___________________________________________________________________ EZ5215 LAPLACE CORR- -6.91 (seconds) DEFLEC99 EZ5215 GEOID HEIGHT- -32.47 (meters) GEOID03 EZ5215 EZ5215 HORZ ORDER - SECOND EZ5215 EZ5215.The North Carolina HARNS have been completed but, EZ5215.due to contractual restrictions, coordinates for these stations EZ5215.will NOT be published in the near future. In the interim, the EZ5215.published coordinates in North Carolina will not be EZ5215.consistent with the Continuously Operating Reference Stations EZ5215.(CORS). The HARN coordinates for these stations are available EZ5215.upon request. Contact Gary Thompson(919-733-3836). EZ5215. EZ5215.In addition, the published North Carolina positions EZ5215.(NAD 83 (1986)) are NOT consistent with those determined in EZ5215.adjacent state readjustments. The discontinuity between stations EZ5215.located in North Carolina and those in adjacent states EZ5215.which have been adjusted to the HARN may be as much as 5 EZ5215.decimeters. This will result in a significant loss of accuracy EZ5215.over lines crossing such state borders. EZ5215 EZ5215 EZ5215.The horizontal coordinates were established by classical geodetic methods EZ5215.and adjusted by the National Geodetic Survey in July 1986. EZ5215 EZ5215.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5215 EZ5215.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5215 EZ5215.The geoid height was determined by GEOID03. EZ5215 EZ5215; North East Units Scale Factor Converg. EZ5215;SPC NC - 242,782.449 641,543.004 MT 0.99994421 +0 12 15.6 EZ5215;SPC NC - 796,528.75 2,104,795.67 sFT 0.99994421 +0 12 15.6 EZ5215;UTM 17 - 3,979,636.666 712,345.755 MT 1.00015564 +1 22 55.6 EZ5215 EZ5215! - Elev Factor x Scale Factor = Combined Factor EZ5215!SPC NC - 0.99998357 x 0.99994421 = 0.99992778 EZ5215!UTM 17 - 0.99998357 x 1.00015564 = 1.00013921 EZ5215 EZ5215: Primary Azimuth Mark Grid Az EZ5215:SPC NC - NORWOOD 023 06 42.4 EZ5215:UTM 17 - NORWOOD 021 56 02.4 EZ5215 EZ5215|---------------------------------------------------------------------| EZ5215| PID Reference Object Distance Geod. Az | EZ5215| dddmmss.s | EZ5215| EZ5218 NORWOOD APPROX. 0.7 KM 0231858.0 | EZ5215| EZ5216 FULCHER 253.907 METERS 16928 | EZ5215|---------------------------------------------------------------------| EZ5215 EZ5215 SUPERSEDED SURVEY CONTROL EZ5215 EZ5215 NAD 27 - 35 56 16.39673(N) 078 38 46.56544(W) AD( ) 2 EZ5215 NGVD 29 (07/19/86) 137.4 (m) 451. (f) VERT ANG EZ5215 EZ5215.Superseded values are not recommended for survey control. EZ5215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5215.See file dsdata.txt to determine how the superseded data were derived. EZ5215 EZ5215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1234679637(NAD 83) EZ5215_MARKER: DE = TRAVERSE STATION DISK EZ5215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5215_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5215+STABILITY: SURFACE MOTION EZ5215 EZ5215 HISTORY - Date Condition Report By EZ5215 HISTORY - 1970 MONUMENTED NCGS EZ5215 HISTORY - 19870501 MARK NOT FOUND NCGS EZ5215 EZ5215 STATION DESCRIPTION EZ5215 EZ5215'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ5215'ERRON IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ5215'VICINITY OF NORTHWEST WAKE COUNTY. EZ5215' EZ5215'ERRON IS LOCATED APPROXIMATELY 0.5 MILES SSW OF BAYLEAF AND 2.6 MILES EZ5215'NORTH OF SIX FORKS. TO REACH STATION PROCEED FROM THE INTERSECTION EZ5215'OF SR 2002 AND SR 1005 IN THE COMMUNITY OF BAYLEAF, GO SOUTH ON SR EZ5215'1005 FOR 0.2 MILE TO INTERSECTION OF SR 1005 AND SR 1834, CONTINUE EZ5215'SOUTH ON SR 1005 FOR 0.4 MILE TO STATION ON RIGHT, IN SOUTHEAST EZ5215'CORNER OF YARD OWNED BY MR. ERRON, AND 1.0 MILE NORTH OF INTERSECTION EZ5215'OF SR 1005 AND SR 2006. EZ5215' EZ5215'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED ERRON EZ5215'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EZ5215'FLUSH WITH THE SURFACE OF THE GROUND. EZ5215' EZ5215'MARK IS-- EZ5215'34.9 FEET WNW OF C/L OF SR 2002. EZ5215'13.7 FEET N OF ALUMINUM REF. TAG ON 8 INCH PINE TREE. EZ5215'72.4 FEET SE OF SW CORNER OF HOUSE. EZ5215'61.3 FEET SSE OF SE CORNER OF HOUSE. EZ5215'85.0 FEET WSW OF ALUMINUM REF. TAG ON TP NO. 70. EZ5215'28.1 FEET SSW OF ALUMINUM REF. TAG ON LARGE MAPLE TREE. EZ5215 EZ5215 STATION RECOVERY (1987) EZ5215 EZ5215'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ5215'STATION WAS NOT FOUND. IF STILL EXISTING, IT IS UNDER A 9-FOOT EZ5215'EMBANKMENT, PROVEN BY ANGLE AND EDM SEARCH. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1149 *********************************************************************** EZ1149 DESIGNATION - ESTATE EZ1149 PID - EZ1149 EZ1149 STATE/COUNTY- NC/WAKE EZ1149 USGS QUAD - APEX (1993) EZ1149 EZ1149 *CURRENT SURVEY CONTROL EZ1149 ___________________________________________________________________ EZ1149* NAD 83(1986)- 35 44 41.42206(N) 078 49 37.16465(W) ADJUSTED EZ1149* NAVD 88 - 132.384 (meters) 434.33 (feet) ADJUSTED EZ1149 ___________________________________________________________________ EZ1149 LAPLACE CORR- -5.34 (seconds) DEFLEC99 EZ1149 GEOID HEIGHT- -32.24 (meters) GEOID03 EZ1149 DYNAMIC HT - 132.270 (meters) 433.96 (feet) COMP EZ1149 MODELED GRAV- 979,767.5 (mgal) NAVD 88 EZ1149 EZ1149 HORZ ORDER - SECOND EZ1149 VERT ORDER - SECOND CLASS II EZ1149 EZ1149.The North Carolina HARNS have been completed but, EZ1149.due to contractual restrictions, coordinates for these stations EZ1149.will NOT be published in the near future. In the interim, the EZ1149.published coordinates in North Carolina will not be EZ1149.consistent with the Continuously Operating Reference Stations EZ1149.(CORS). The HARN coordinates for these stations are available EZ1149.upon request. Contact Gary Thompson(919-733-3836). EZ1149. EZ1149.In addition, the published North Carolina positions EZ1149.(NAD 83 (1986)) are NOT consistent with those determined in EZ1149.adjacent state readjustments. The discontinuity between stations EZ1149.located in North Carolina and those in adjacent states EZ1149.which have been adjusted to the HARN may be as much as 5 EZ1149.decimeters. This will result in a significant loss of accuracy EZ1149.over lines crossing such state borders. EZ1149 EZ1149 EZ1149.The horizontal coordinates were established by classical geodetic methods EZ1149.and adjusted by the National Geodetic Survey in July 1986. EZ1149 EZ1149.The orthometric height was determined by differential leveling EZ1149.and adjusted by the National Geodetic Survey in June 1991. EZ1149 EZ1149.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1149 EZ1149.The geoid height was determined by GEOID03. EZ1149 EZ1149.The dynamic height is computed by dividing the NAVD 88 EZ1149.geopotential number by the normal gravity value computed on the EZ1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1149.degrees latitude (g = 980.6199 gals.). EZ1149 EZ1149.The modeled gravity was interpolated from observed gravity values. EZ1149 EZ1149; North East Units Scale Factor Converg. EZ1149;SPC NC - 221,304.520 625,249.095 MT 0.99990953 +0 05 59.5 EZ1149;SPC NC - 726,063.25 2,051,338.07 sFT 0.99990953 +0 05 59.5 EZ1149;UTM 17 - 3,957,825.333 696,492.244 MT 1.00007578 +1 16 11.4 EZ1149 EZ1149! - Elev Factor x Scale Factor = Combined Factor EZ1149!SPC NC - 0.99998428 x 0.99990953 = 0.99989381 EZ1149!UTM 17 - 0.99998428 x 1.00007578 = 1.00006006 EZ1149 EZ1149: Primary Azimuth Mark Grid Az EZ1149:SPC NC - CABINET 102 18 56.2 EZ1149:UTM 17 - CABINET 101 08 44.3 EZ1149 EZ1149|---------------------------------------------------------------------| EZ1149| PID Reference Object Distance Geod. Az | EZ1149| dddmmss.s | EZ1149| EZ1150 CABINET APPROX. 0.8 KM 1022455.7 | EZ1149| EZ5325 STELLA 312.556 METERS 29816 | EZ1149|---------------------------------------------------------------------| EZ1149 EZ1149 SUPERSEDED SURVEY CONTROL EZ1149 EZ1149 NAD 27 - 35 44 40.87783(N) 078 49 38.14099(W) AD( ) 2 EZ1149 NGVD 29 (??/??/92) 132.639 (m) 435.17 (f) ADJ UNCH 2 2 EZ1149 EZ1149.Superseded values are not recommended for survey control. EZ1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1149.See file dsdata.txt to determine how the superseded data were derived. EZ1149 EZ1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9649257825(NAD 83) EZ1149_MARKER: DE = TRAVERSE STATION DISK EZ1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1149_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1149_STAMPING: ESTATE 1967 EZ1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1149+STABILITY: SURFACE MOTION EZ1149 EZ1149 HISTORY - Date Condition Report By EZ1149 HISTORY - 1967 MONUMENTED NCGS EZ1149 HISTORY - 1975 GOOD NCGS EZ1149 HISTORY - 19910404 GOOD USPSQD EZ1149 EZ1149 STATION DESCRIPTION EZ1149 EZ1149'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1149'ESTATE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1149'IN THE VICINITY OF APEX, NORTH CAROLINA. EZ1149' EZ1149'ESTATE IS LOCATED APPROXIMATELY 1.8 MILES NORTHEAST OF THE EZ1149'CENTER OF APEX. TO REACH STATION PROCEED FROM THE INTERSECTION EZ1149'OF U.S. 64 AND U.S. 1, GO WEST OF U.S. 64 FOR 1.95 MILES TO EZ1149'STATION. WHICH IS ON THE SOUTH BANK OF U.S. 64, AT NORTH EDGE EZ1149'OF WOODS AND 0.2 MILES EAST OF ENTRANCE TO KNOLLWOOD ESTATE EZ1149'SUB-DIVISION. EZ1149' EZ1149'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1149'ESTATE 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ1149'OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ1149' EZ1149'MARK IS EZ1149' EZ1149'61.3 FT SSW OF C/L OF U.S. 64 EZ1149' EZ1149'107.2 FT W OF W END OF CONCRETE HEADWALL S SIDE OF U.S. 64 EZ1149' EZ1149'13.4 FT NW OF 12 INCH PINE WITH ALUMINUM REF. TAG AT N EDGE OF EZ1149'WOODS EZ1149' EZ1149'21.3 FT NE OF 10 INCH PINE WITH ALUMINUM REF. TAG AT N EDGE OF EZ1149'WOODS EZ1149' EZ1149'31.6 FT ESE OF 8 INCH PINE WITH ALUMINUM REF. TAG AT N EDGE OF EZ1149'WOODS EZ1149 EZ1149 STATION RECOVERY (1975) EZ1149 EZ1149'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EZ1149'1.8 MI NE FROM APEX. EZ1149'ESTATE IS LOCATED APPROXIMATELY 11.0 MILES WEST OF STATE CAPITOL EZ1149'BUILDING IN RALEIGH. TO REACH STATION FROM THE JUNCTION OF U.S. EZ1149'1 AND U.S. 64 (WEST) EAST OF APEX, PROCEED WEST ALONG U.S. 64 EZ1149'FOR 1.95 MILES TO STATION ON LEFT ON SOUTH BANK AT NORTH EDGE EZ1149'OF WOODS, 0.2 MILE EAST OF ENTRANCE TO KNOLLWOOD ESTATE SUBDIVISION, EZ1149'61.0 FT SSW OF C/L U.S. 64, 107.2 FT WEST OF WEST END OF A CONCRETE EZ1149'HEADWALL, 12.5 FT NW OF A 12 IN PINE WITH ALUMINUM REF. TAG, EZ1149'20.0 FT NE OF A 10 IN PINE WITH ALUMINUM REF. TAG, AND 31.0 FT EZ1149'EAST OF AN 8 IN PINE WITH ALUMINUM REF. TAG. DISK IS SET IN TOP EZ1149'OF CONCRETE CYLINDER 1 INCH BELOW THE GROUND. EZ1149 EZ1149 STATION RECOVERY (1991) EZ1149 EZ1149'RECOVERY NOTE BY US POWER SQUADRON 1991 (GS) EZ1149'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2513 *********************************************************************** EZ2513 DESIGNATION - ESTHER EZ2513 PID - EZ2513 EZ2513 STATE/COUNTY- NC/WAKE EZ2513 USGS QUAD - RALEIGH EAST (1993) EZ2513 EZ2513 *CURRENT SURVEY CONTROL EZ2513 ___________________________________________________________________ EZ2513* NAD 83(1986)- 35 52 26.53441(N) 078 32 32.08971(W) ADJUSTED EZ2513* NAVD 88 - 79.533 (meters) 260.93 (feet) ADJUSTED EZ2513 ___________________________________________________________________ EZ2513 LAPLACE CORR- -7.79 (seconds) DEFLEC99 EZ2513 GEOID HEIGHT- -33.11 (meters) GEOID03 EZ2513 DYNAMIC HT - 79.464 (meters) 260.71 (feet) COMP EZ2513 MODELED GRAV- 979,770.6 (mgal) NAVD 88 EZ2513 EZ2513 HORZ ORDER - SECOND EZ2513 VERT ORDER - SECOND CLASS II EZ2513 EZ2513.The North Carolina HARNS have been completed but, EZ2513.due to contractual restrictions, coordinates for these stations EZ2513.will NOT be published in the near future. In the interim, the EZ2513.published coordinates in North Carolina will not be EZ2513.consistent with the Continuously Operating Reference Stations EZ2513.(CORS). The HARN coordinates for these stations are available EZ2513.upon request. Contact Gary Thompson(919-733-3836). EZ2513. EZ2513.In addition, the published North Carolina positions EZ2513.(NAD 83 (1986)) are NOT consistent with those determined in EZ2513.adjacent state readjustments. The discontinuity between stations EZ2513.located in North Carolina and those in adjacent states EZ2513.which have been adjusted to the HARN may be as much as 5 EZ2513.decimeters. This will result in a significant loss of accuracy EZ2513.over lines crossing such state borders. EZ2513 EZ2513 EZ2513.The horizontal coordinates were established by classical geodetic methods EZ2513.and adjusted by the National Geodetic Survey in July 1986. EZ2513 EZ2513.The orthometric height was determined by differential leveling EZ2513.and adjusted by the National Geodetic Survey in June 1991. EZ2513 EZ2513.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2513 EZ2513.The geoid height was determined by GEOID03. EZ2513 EZ2513.The dynamic height is computed by dividing the NAVD 88 EZ2513.geopotential number by the normal gravity value computed on the EZ2513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2513.degrees latitude (g = 980.6199 gals.). EZ2513 EZ2513.The modeled gravity was interpolated from observed gravity values. EZ2513 EZ2513; North East Units Scale Factor Converg. EZ2513;SPC NC - 235,720.252 650,936.460 MT 0.99993146 +0 15 51.1 EZ2513;SPC NC - 773,358.86 2,135,614.04 sFT 0.99993146 +0 15 51.1 EZ2513;UTM 17 - 3,972,767.278 721,884.642 MT 1.00020670 +1 26 27.0 EZ2513 EZ2513! - Elev Factor x Scale Factor = Combined Factor EZ2513!SPC NC - 0.99999271 x 0.99993146 = 0.99992417 EZ2513!UTM 17 - 0.99999271 x 1.00020670 = 1.00019941 EZ2513 EZ2513 SUPERSEDED SURVEY CONTROL EZ2513 EZ2513 NAD 27 - 35 52 25.99591(N) 078 32 33.07979(W) AD( ) 2 EZ2513 NGVD 29 (??/??/92) 79.811 (m) 261.85 (f) ADJ UNCH 2 2 EZ2513 EZ2513.Superseded values are not recommended for survey control. EZ2513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2513.See file dsdata.txt to determine how the superseded data were derived. EZ2513 EZ2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2188572767(NAD 83) EZ2513_MARKER: DE = TRAVERSE STATION DISK EZ2513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2513_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2513_STAMPING: ESTHER 1976 EZ2513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2513+STABILITY: SURFACE MOTION EZ2513 EZ2513 HISTORY - Date Condition Report By EZ2513 HISTORY - 1976 MONUMENTED NCGS EZ2513 HISTORY - 1976 GOOD NCGS EZ2513 EZ2513 STATION DESCRIPTION EZ2513 EZ2513'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2513'ESTHER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2513'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ2513' EZ2513'ESTHER IS LOCATED APPROXIMATELY 5.8 MILES SOUTHWEST OF ROLESVILLE EZ2513'AND 8.5 MILES NORTHEAST OF RALEIGH. TO REACH STATION FROM THE EZ2513'U.S. 401 UNDERPASS OF U.S. 1 NORTHBOUND LANE IN NORTHEAST EZ2513'SECTION OF RALEIGH, PROCEED NORTHEAST ALONG U.S. 401 FOR 3.25 EZ2513'MILES TO CREST OF SMALL HILL AND STATION ON RIGHT IN ROAD EZ2513'SHOULDER AND 0.5 MILE NORTHEAST OF T INTERSECTION WITH SR 2042 EZ2513'(NW). EZ2513' EZ2513'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2513'ESTHER 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2513'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EZ2513' EZ2513'MARK IS 21.2 FT SE OF C/L OF U.S. 401 EZ2513' EZ2513'122.9 FT SW OF C/L OF A FIELD ROAD LEADING SOUTH EZ2513' EZ2513'153.5 FT WSW OF POWER POLE WITH ALUMINUM REF. TAG EZ2513' EZ2513'54.8 FT SSE OF 36 INCH OAK WITH ALUMINUM REF. TAG EZ2513' EZ2513'120.5 FT SSW OF 18 INCH OAK WITH ALUMINUM REF. TAG EZ2513' EZ2513'120.8 FT NNE OF 10 INCH PINE WITH ALUMINUM REF. TAG EZ2513 EZ2513 STATION RECOVERY (1976) EZ2513 EZ2513'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2513'5.8 MI SW FROM ROLESVILLE. EZ2513'TO REACH STATION FROM THE US 401 UNDERPASS OF US 1 NORTHBOUND LANE IN EZ2513'NORTHEAST SECTION OF RALEIGH, PROCEED NORTHEAST ALONG US 401 FOR 3.25 EZ2513'MILES TO CREST OF SMALL HILL AND STATION ON RIGHT IN ROAD SHOULDER, EZ2513'AND 0.5 MILE NORTHEAST OF T INTERSECTION WITH SR 2042 (NW). 21.2 FT. EZ2513'SE OF C/L OF US 401, 122.9 FT. SW OF C/L OF A FIELD ROAD LEADING EZ2513'SOUTH, 153.5 FT. WSW OF PP WITH ALUMINUM REF. TAG, 54.8 FT. SSE OF 36 EZ2513'INCH OAK WITH ALUMINUM REF. TAG, 120.5 FT. SSW OF 18 INCH OAK WITH EZ2513'ALUMINUM REF. TAG, AND 120.8 FT. NNE OF 10 INCH PINE WITH ALUMINUM EZ2513'REF. TAG. DISK IS SET IN CONCRETE CYLINDER, 3 INCHES BELOW THE EZ2513'SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7281 *********************************************************************** AE7281 DESIGNATION - EUGENE AE7281 PID - AE7281 AE7281 STATE/COUNTY- NC/WAKE AE7281 USGS QUAD - BAYLEAF (1987) AE7281 AE7281 *CURRENT SURVEY CONTROL AE7281 ___________________________________________________________________ AE7281* NAD 83(1986)- 35 59 45.28232(N) 078 41 05.93229(W) ADJUSTED AE7281* NAVD 88 - 105.4 (meters) 346. (feet) VERTCON AE7281 ___________________________________________________________________ AE7281 LAPLACE CORR- -6.91 (seconds) DEFLEC99 AE7281 GEOID HEIGHT- -32.16 (meters) GEOID03 AE7281 AE7281 HORZ ORDER - SECOND AE7281 AE7281.The North Carolina HARNS have been completed but, AE7281.due to contractual restrictions, coordinates for these stations AE7281.will NOT be published in the near future. In the interim, the AE7281.published coordinates in North Carolina will not be AE7281.consistent with the Continuously Operating Reference Stations AE7281.(CORS). The HARN coordinates for these stations are available AE7281.upon request. Contact Gary Thompson(919-733-3836). AE7281. AE7281.In addition, the published North Carolina positions AE7281.(NAD 83 (1986)) are NOT consistent with those determined in AE7281.adjacent state readjustments. The discontinuity between stations AE7281.located in North Carolina and those in adjacent states AE7281.which have been adjusted to the HARN may be as much as 5 AE7281.decimeters. This will result in a significant loss of accuracy AE7281.over lines crossing such state borders. AE7281 AE7281 AE7281.The horizontal coordinates were established by classical geodetic methods AE7281.and adjusted by the National Geodetic Survey in March 1998. AE7281 AE7281.The NAVD 88 height was computed by applying the VERTCON shift value to AE7281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7281 AE7281.The Laplace correction was computed from DEFLEC99 derived deflections. AE7281 AE7281.The geoid height was determined by GEOID03. AE7281 AE7281; North East Units Scale Factor Converg. AE7281;SPC NC - 249,192.173 638,004.669 MT 0.99995682 +0 10 54.6 AE7281;SPC NC - 817,557.99 2,093,186.98 sFT 0.99995682 +0 10 54.6 AE7281;UTM 17 - 3,985,973.498 708,675.617 MT 1.00013659 +1 21 39.9 AE7281 AE7281! - Elev Factor x Scale Factor = Combined Factor AE7281!SPC NC - 0.99998850 x 0.99995682 = 0.99994532 AE7281!UTM 17 - 0.99998850 x 1.00013659 = 1.00012509 AE7281 AE7281 SUPERSEDED SURVEY CONTROL AE7281 AE7281 NGVD 29 (03/10/98) 105.7 (m) 347. (f) VERT ANG AE7281 AE7281.Superseded values are not recommended for survey control. AE7281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7281.See file dsdata.txt to determine how the superseded data were derived. AE7281 AE7281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0867685973(NAD 83) AE7281_MARKER: DE = TRAVERSE STATION DISK AE7281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7281_STAMPING: EUGENE 1985 AE7281_MARK LOGO: NCGS AE7281_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7281+STABILITY: SURFACE MOTION AE7281 AE7281 HISTORY - Date Condition Report By AE7281 HISTORY - 1985 MONUMENTED NCGS AE7281 AE7281 STATION DESCRIPTION AE7281 AE7281'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) AE7281'STATION IS LOCATED ABOUT 15.9 KM (9.85 MI) WEST OF WAKE FOREST. ALONG AE7281'NC 50 FOR 0.9 KM (0.55 MI) NORTH FROM THE NC 98 OVERPASS, OR 1.0 KM AE7281'(0.60 MI) SOUTH OF SR 1831, IN THE SOUTHEAST QUADRANT OF INTERSECTION AE7281'WITH DRIVEWAY EAST TO EUGENE ROGERS RESIDENCE. MARK IS RECESSED 1 INCH AE7281'BELOW GROUND AND IS ABOUT 1 FOOT (0.3 M) HIGHER THAN THE HIGHWAY. AE7281'LOCATED 8.7 M (28.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 30.5 M AE7281'(100.1 FT) SOUTH OF THE CENTERLINE OF THE DRIVEWAY, 72.8 M (238.8 FT) AE7281'NORTH OF A TELEPHONE PEDESTAL NEAR A POWER POLE WITH TRANSFORMER AND AE7281'REFERENCE TAG--AND 34.4 M (112.9 FT) SOUTH OF A POWER POLE, 22.3 M AE7281'(73.2 FT) EAST-NORTHEAST OF AN 8-INCH PINE, 20.1 EAST OF AN 8-INCH AE7281'PINE--ALL WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7338 *********************************************************************** AE7338 DESIGNATION - EVER AE7338 PID - AE7338 AE7338 STATE/COUNTY- NC/WAKE AE7338 USGS QUAD - BAYLEAF (1987) AE7338 AE7338 *CURRENT SURVEY CONTROL AE7338 ___________________________________________________________________ AE7338* NAD 83(1986)- 35 53 47.77014(N) 078 43 22.36027(W) ADJUSTED AE7338* NAVD 88 - 154.322 (meters) 506.30 (feet) ADJUSTED AE7338 ___________________________________________________________________ AE7338 LAPLACE CORR- -7.45 (seconds) DEFLEC99 AE7338 GEOID HEIGHT- -32.26 (meters) GEOID03 AE7338 DYNAMIC HT - 154.191 (meters) 505.88 (feet) COMP AE7338 MODELED GRAV- 979,783.1 (mgal) NAVD 88 AE7338 AE7338 HORZ ORDER - SECOND AE7338 VERT ORDER - SECOND CLASS II AE7338 AE7338.The North Carolina HARNS have been completed but, AE7338.due to contractual restrictions, coordinates for these stations AE7338.will NOT be published in the near future. In the interim, the AE7338.published coordinates in North Carolina will not be AE7338.consistent with the Continuously Operating Reference Stations AE7338.(CORS). The HARN coordinates for these stations are available AE7338.upon request. Contact Gary Thompson(919-733-3836). AE7338. AE7338.In addition, the published North Carolina positions AE7338.(NAD 83 (1986)) are NOT consistent with those determined in AE7338.adjacent state readjustments. The discontinuity between stations AE7338.located in North Carolina and those in adjacent states AE7338.which have been adjusted to the HARN may be as much as 5 AE7338.decimeters. This will result in a significant loss of accuracy AE7338.over lines crossing such state borders. AE7338 AE7338 AE7338.The horizontal coordinates were established by classical geodetic methods AE7338.and adjusted by the National Geodetic Survey in March 1998. AE7338 AE7338.The orthometric height was determined by differential leveling AE7338.and adjusted by the National Geodetic Survey in September 1998. AE7338 AE7338.The Laplace correction was computed from DEFLEC99 derived deflections. AE7338 AE7338.The geoid height was determined by GEOID03. AE7338 AE7338.The dynamic height is computed by dividing the NAVD 88 AE7338.geopotential number by the normal gravity value computed on the AE7338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7338.degrees latitude (g = 980.6199 gals.). AE7338 AE7338.The modeled gravity was interpolated from observed gravity values. AE7338 AE7338; North East Units Scale Factor Converg. AE7338;SPC NC - 238,163.497 634,618.512 MT 0.99993581 +0 09 35.8 AE7338;SPC NC - 781,374.74 2,082,077.57 sFT 0.99993581 +0 09 35.8 AE7338;UTM 17 - 3,974,875.545 705,516.226 MT 1.00012048 +1 20 08.2 AE7338 AE7338! - Elev Factor x Scale Factor = Combined Factor AE7338!SPC NC - 0.99998084 x 0.99993581 = 0.99991665 AE7338!UTM 17 - 0.99998084 x 1.00012048 = 1.00010132 AE7338 AE7338 SUPERSEDED SURVEY CONTROL AE7338 AE7338 NGVD 29 (03/10/98) 154.59 (m) 507.2 (f) LEVELING 3 AE7338 AE7338.Superseded values are not recommended for survey control. AE7338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7338.See file dsdata.txt to determine how the superseded data were derived. AE7338 AE7338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0551674876(NAD 83) AE7338_MARKER: DH = HORIZONTAL CONTROL DISK AE7338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7338_STAMPING: EVER 1986 AE7338_MARK LOGO: NCGS AE7338_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7338+STABILITY: SURFACE MOTION AE7338 AE7338 HISTORY - Date Condition Report By AE7338 HISTORY - 1986 MONUMENTED NCGS AE7338 HISTORY - 19870101 GOOD NCGS AE7338 HISTORY - 20050810 MARK NOT FOUND USPSQD AE7338 AE7338 STATION DESCRIPTION AE7338 AE7338'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7338'STATION IS LOCATED ABOUT 15.0 KM (9.30 MI) NORTH-NORTHWEST OF CAPITOL AE7338'SQUARE (IN RALEIGH), IN LEESVILLE COMMUNITY. ALONG SR 1822 (LEESVILLE AE7338'ROAD), FOR 1.2 KM (0.75 MI) SOUTH FROM THE T-JUNCTION OF LEESVILLE AND AE7338'STRICKLAND ROADS, TO SR 1885 (EVERGREEN COURT), IN THE EAST QUADRANT AE7338'OF THE INTERSECTION, OPPOSITE A BRICK COLUMN AT THE NORTHWEST END OF A AE7338'BOARD FENCE. MARK IS LEVEL WITH ROAD. LOCATED 7.6 M (24.9 FT) AE7338'NORTHEAST OF THE CENTERLINE OF THE ROAD, 15.9 M (52.2 FT) SOUTHEAST OF AE7338'THE CENTERLINE OF EVERGREEN STREET, 2.1 M (6.9 FT) SOUTHWEST OF THE AE7338'SOUTHWEST CORNER OF THE SOUTHMOST BRICK COLUMN, 9.3 M (30.5 FT) SOUTH AE7338'OF THE NORTHWEST CORNER OF THE NORTHMOST BRICK COLUMN, AND 13.3 M AE7338'(43.6 FT) SOUTH-SOUTHEAST OF A WATER METER. AE7338 AE7338 STATION RECOVERY (1987) AE7338 AE7338'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7338'RECOVERED AS DESCRIBED. AE7338 AE7338 STATION RECOVERY (2005) AE7338 AE7338'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) AE7338'MARK NOT FOUND 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5686 *********************************************************************** EZ5686 DESIGNATION - EXCHANGE EZ5686 PID - EZ5686 EZ5686 STATE/COUNTY- NC/WAKE EZ5686 USGS QUAD - ZEBULON (1981) EZ5686 EZ5686 *CURRENT SURVEY CONTROL EZ5686 ___________________________________________________________________ EZ5686* NAD 83(1986)- 35 47 04.07543(N) 078 21 34.23996(W) ADJUSTED EZ5686* NAVD 88 - 100.5 (meters) 330. (feet) VERTCON EZ5686 ___________________________________________________________________ EZ5686 LAPLACE CORR- -4.34 (seconds) DEFLEC99 EZ5686 GEOID HEIGHT- -33.99 (meters) GEOID03 EZ5686 EZ5686 HORZ ORDER - SECOND EZ5686 EZ5686.The North Carolina HARNS have been completed but, EZ5686.due to contractual restrictions, coordinates for these stations EZ5686.will NOT be published in the near future. In the interim, the EZ5686.published coordinates in North Carolina will not be EZ5686.consistent with the Continuously Operating Reference Stations EZ5686.(CORS). The HARN coordinates for these stations are available EZ5686.upon request. Contact Gary Thompson(919-733-3836). EZ5686. EZ5686.In addition, the published North Carolina positions EZ5686.(NAD 83 (1986)) are NOT consistent with those determined in EZ5686.adjacent state readjustments. The discontinuity between stations EZ5686.located in North Carolina and those in adjacent states EZ5686.which have been adjusted to the HARN may be as much as 5 EZ5686.decimeters. This will result in a significant loss of accuracy EZ5686.over lines crossing such state borders. EZ5686 EZ5686 EZ5686.The horizontal coordinates were established by classical geodetic methods EZ5686.and adjusted by the National Geodetic Survey in January 1990. EZ5686 EZ5686.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5686 EZ5686.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5686 EZ5686.The geoid height was determined by GEOID03. EZ5686 EZ5686; North East Units Scale Factor Converg. EZ5686;SPC NC - 225,873.967 667,501.509 MT 0.99991571 +0 22 10.8 EZ5686;SPC NC - 741,054.84 2,189,961.20 sFT 0.99991571 +0 22 10.8 EZ5686;UTM 17 - 3,963,259.870 738,653.802 MT 1.00030189 +1 32 41.0 EZ5686 EZ5686! - Elev Factor x Scale Factor = Combined Factor EZ5686!SPC NC - 0.99998956 x 0.99991571 = 0.99990527 EZ5686!UTM 17 - 0.99998956 x 1.00030189 = 1.00029145 EZ5686 EZ5686|---------------------------------------------------------------------| EZ5686| PID Reference Object Distance Geod. Az | EZ5686| dddmmss.s | EZ5686| EZ5687 GLOVERS 367.871 METERS 04504 | EZ5686| EZ5705 SELMA RD 274.928 METERS 24449 | EZ5686|---------------------------------------------------------------------| EZ5686 EZ5686 SUPERSEDED SURVEY CONTROL EZ5686 EZ5686 NGVD 29 (01/12/90) 100.8 (m) 331. (f) VERT ANG EZ5686 EZ5686.Superseded values are not recommended for survey control. EZ5686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5686.See file dsdata.txt to determine how the superseded data were derived. EZ5686 EZ5686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3865463260(NAD 83) EZ5686_MARKER: DE = TRAVERSE STATION DISK EZ5686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5686_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5686+STABILITY: SURFACE MOTION EZ5686_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ5686+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005 EZ5686 EZ5686 HISTORY - Date Condition Report By EZ5686 HISTORY - 1980 MONUMENTED NCGS EZ5686 HISTORY - 20050415 GOOD USPSQD EZ5686 EZ5686 STATION DESCRIPTION EZ5686 EZ5686'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EZ5686'THE STATION IS LOCATED IN THE EAST SECTION OF WENDELL 0.15 MILE EZ5686'NORTHEAST FROM THE INTERSECTION OF US 64 BUSINESS WITH NC 231 ALONG EZ5686'US 64 BUSINESS ON THE RIGHT, IN FRONT OF WENDELL FARMERS EXCHANGE. EZ5686' EZ5686'STATION MARK IS A STANDARD DISK STAMPED---EXCHANGE 1980---SET IN TOP EZ5686'OF A 10 INCH CONCRETE CYLINDER 2 INCHES BELOW GROUND SURFACE. THE MARK EZ5686'IS 2.3 FEET SOUTHEAST OF CURB OF US 64 BUSINESS, 47.5 FEET EZ5686'WEST-NORTHWEST OF NORTH CORNER OF FARMERS EXCHANGE, 47.9 FEET NORTH OF EZ5686'WEST CORNER OF FARMERS EXCHANGE, 3.8 FEET NORTHWEST OF METAL LIGHT EZ5686'POST, AND 13.3 FEET NORTHEAST OF CREOSOTE POST WITH REFERENCE TAG. EZ5686 EZ5686 STATION RECOVERY (2005) EZ5686 EZ5686'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ5686'N 35 47.068 EZ5686'W 078 21.571 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0664 *********************************************************************** EZ0664 DESIGNATION - F 189 EZ0664 PID - EZ0664 EZ0664 STATE/COUNTY- NC/WAKE EZ0664 USGS QUAD - CARY (1993) EZ0664 EZ0664 *CURRENT SURVEY CONTROL EZ0664 ___________________________________________________________________ EZ0664* NAD 83(1986)- 35 47 17.96343(N) 078 46 45.29780(W) ADJUSTED EZ0664* NAVD 88 - 151.352 (meters) 496.56 (feet) ADJUSTED EZ0664 ___________________________________________________________________ EZ0664 LAPLACE CORR- -6.39 (seconds) DEFLEC99 EZ0664 GEOID HEIGHT- -32.30 (meters) GEOID03 EZ0664 DYNAMIC HT - 151.223 (meters) 496.14 (feet) COMP EZ0664 MODELED GRAV- 979,779.1 (mgal) NAVD 88 EZ0664 EZ0664 HORZ ORDER - THIRD EZ0664 VERT ORDER - FIRST CLASS I EZ0664 EZ0664.The North Carolina HARNS have been completed but, EZ0664.due to contractual restrictions, coordinates for these stations EZ0664.will NOT be published in the near future. In the interim, the EZ0664.published coordinates in North Carolina will not be EZ0664.consistent with the Continuously Operating Reference Stations EZ0664.(CORS). The HARN coordinates for these stations are available EZ0664.upon request. Contact Gary Thompson(919-733-3836). EZ0664. EZ0664.In addition, the published North Carolina positions EZ0664.(NAD 83 (1986)) are NOT consistent with those determined in EZ0664.adjacent state readjustments. The discontinuity between stations EZ0664.located in North Carolina and those in adjacent states EZ0664.which have been adjusted to the HARN may be as much as 5 EZ0664.decimeters. This will result in a significant loss of accuracy EZ0664.over lines crossing such state borders. EZ0664 EZ0664 EZ0664.The horizontal coordinates were established by classical geodetic methods EZ0664.and adjusted by the National Geodetic Survey in July 1986. EZ0664.No horizontal observational check was made to the station. EZ0664 EZ0664.The orthometric height was determined by differential leveling EZ0664.and adjusted by the National Geodetic Survey in June 1991. EZ0664.WARNING-Repeat measurements at this control monument indicate possible EZ0664.vertical movement. EZ0664 EZ0664.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0664 EZ0664.The geoid height was determined by GEOID03. EZ0664 EZ0664.The dynamic height is computed by dividing the NAVD 88 EZ0664.geopotential number by the normal gravity value computed on the EZ0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0664.degrees latitude (g = 980.6199 gals.). EZ0664 EZ0664.The modeled gravity was interpolated from observed gravity values. EZ0664 EZ0664; North East Units Scale Factor Converg. EZ0664;SPC NC - 226,137.372 629,556.277 MT 0.99991634 +0 07 38.7 EZ0664;SPC NC - 741,919.03 2,065,469.22 sFT 0.99991634 +0 07 38.7 EZ0664;UTM 17 - 3,962,746.039 700,700.504 MT 1.00009638 +1 17 56.8 EZ0664 EZ0664! - Elev Factor x Scale Factor = Combined Factor EZ0664!SPC NC - 0.99998131 x 0.99991634 = 0.99989766 EZ0664!UTM 17 - 0.99998131 x 1.00009638 = 1.00007769 EZ0664 EZ0664 SUPERSEDED SURVEY CONTROL EZ0664 EZ0664 NAD 27 - 35 47 17.43515(N) 078 46 46.28388(W) AD( ) 3 EZ0664 NGVD 29 (??/??/92) 151.604 (m) 497.39 (f) ADJ UNCH 1 1 EZ0664 EZ0664.Superseded values are not recommended for survey control. EZ0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0664.See file dsdata.txt to determine how the superseded data were derived. EZ0664 EZ0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0070162746(NAD 83) EZ0664_MARKER: DB = BENCH MARK DISK EZ0664_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) EZ0664_SP_SET: 53 FEET EZ0664_STAMPING: F 189 1967 EZ0664_PROJECTION: PROJECTING 10 CENTIMETERS EZ0664_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EZ0664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ0664+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2005 EZ0664_ROD/PIPE-DEPTH: 16.2 meters EZ0664 EZ0664 HISTORY - Date Condition Report By EZ0664 HISTORY - 1967 MONUMENTED CGS EZ0664 HISTORY - 1980 GOOD NCGS EZ0664 HISTORY - 1988 GOOD USPSQD EZ0664 HISTORY - 20050609 GOOD GEOCAC EZ0664 EZ0664 STATION DESCRIPTION EZ0664 EZ0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 EZ0664'AT CARY. EZ0664'AT CARY, 114 YARDS EAST ALONG THE SOUTHERN RAILWAY COMPANY EZ0664'RAILROAD FROM THE STATION, NEAR THE CENTER OF A NARROW PARK EZ0664'WHICH SEPARATES THE TRACKS OF THE SOUTHERN RAILWAY COMPANY AND EZ0664'THE SEABOARD COAST LINE RAILROAD COMPANY, 52 1/2 FEET SOUTH EZ0664'OF THE SOUTH RAIL OF THE SOUTHERN RAILWAY TRACK, 23 FEET NORTH EZ0664'OF THE NORTH RAIL OF THE SEABOARD COAST LINE TRACK, 32 1/2 FEET EZ0664'SOUTHEAST OF A CEDAR TREE, 15 FEET SOUTHWEST OF A CEDAR TREE, EZ0664'8 1/2 FEET SOUTH OF A POWER POLE WHICH IS BRACED BY A GUY WIRE, EZ0664'1.3 FEET WEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE EZ0664'LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED EZ0664'ROD THAT IS DRIVEN TO A DEPTH OF 53 FEET AND IS ENCASED IN A EZ0664'5-INCH CAST IRON PIPE WHICH PROJECTS 4 INCHES. EZ0664 EZ0664 STATION RECOVERY (1980) EZ0664 EZ0664'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ0664'0.05 MILE NORTH ALONG ACADEMY STREET FROM INTERSECTION WITH CHATHAM EZ0664'STREET IN CARY, TO FIRE STATION, THENCE 0.1 MILE EAST ALONG CEDAR EZ0664'STREET, ON NORTH SIDE OF STREET BETWEEN SOUTHERN AND SEABOARD EZ0664'COAST LINE RAILROAD LINES, 212.6 FEET WEST OF TRIANGULATION STATION EZ0664'FETNER, 122.2 FEET NORTHWEST OF NORTHWEST CORNER OF BASE OF EZ0664'SEMAPHORE, 22.7 FEET NORTH OF NORTH RAIL OF SEABOARD TRACKS, 52.5 EZ0664'FEET SOUTH OF SOUTH RAIL OF SOUTHERN TRACKS, 8.7 FEET SOUTH OF EZ0664'TELEPHONE POLE WITH REFERENCE TAG AND 14.0 FEET SOUTHWEST OF 12 EZ0664'INCH CEDAR. EZ0664'THE MARK IS 1.3 FT W FROM A WITNESS POST. EZ0664'THE MARK IS 2 FT BELOW TRACK. EZ0664 EZ0664 STATION RECOVERY (1988) EZ0664 EZ0664'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EZ0664'RECOVERED IN GOOD CONDITION. EZ0664 EZ0664 STATION RECOVERY (2005) EZ0664 EZ0664'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ0664'RECOVERED AS DESCRIBED. PREVIOUS DESCRIPTIONS ARE ADEQUATE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2520 *********************************************************************** EZ2520 DESIGNATION - FACTORY EZ2520 PID - EZ2520 EZ2520 STATE/COUNTY- NC/WAKE EZ2520 USGS QUAD - RALEIGH EAST (1993) EZ2520 EZ2520 *CURRENT SURVEY CONTROL EZ2520 ___________________________________________________________________ EZ2520* NAD 83(1986)- 35 49 52.37373(N) 078 35 05.17973(W) ADJUSTED EZ2520* NAVD 88 - 89.338 (meters) 293.10 (feet) ADJUSTED EZ2520 ___________________________________________________________________ EZ2520 LAPLACE CORR- -7.91 (seconds) DEFLEC99 EZ2520 GEOID HEIGHT- -33.03 (meters) GEOID03 EZ2520 DYNAMIC HT - 89.261 (meters) 292.85 (feet) COMP EZ2520 MODELED GRAV- 979,770.5 (mgal) NAVD 88 EZ2520 EZ2520 HORZ ORDER - SECOND EZ2520 VERT ORDER - SECOND CLASS II EZ2520 EZ2520.The North Carolina HARNS have been completed but, EZ2520.due to contractual restrictions, coordinates for these stations EZ2520.will NOT be published in the near future. In the interim, the EZ2520.published coordinates in North Carolina will not be EZ2520.consistent with the Continuously Operating Reference Stations EZ2520.(CORS). The HARN coordinates for these stations are available EZ2520.upon request. Contact Gary Thompson(919-733-3836). EZ2520. EZ2520.In addition, the published North Carolina positions EZ2520.(NAD 83 (1986)) are NOT consistent with those determined in EZ2520.adjacent state readjustments. The discontinuity between stations EZ2520.located in North Carolina and those in adjacent states EZ2520.which have been adjusted to the HARN may be as much as 5 EZ2520.decimeters. This will result in a significant loss of accuracy EZ2520.over lines crossing such state borders. EZ2520 EZ2520 EZ2520.The horizontal coordinates were established by classical geodetic methods EZ2520.and adjusted by the National Geodetic Survey in July 1986. EZ2520 EZ2520.The orthometric height was determined by differential leveling EZ2520.and adjusted by the National Geodetic Survey in June 1991. EZ2520 EZ2520.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2520 EZ2520.The geoid height was determined by GEOID03. EZ2520 EZ2520.The dynamic height is computed by dividing the NAVD 88 EZ2520.geopotential number by the normal gravity value computed on the EZ2520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2520.degrees latitude (g = 980.6199 gals.). EZ2520 EZ2520.The modeled gravity was interpolated from observed gravity values. EZ2520 EZ2520; North East Units Scale Factor Converg. EZ2520;SPC NC - 230,952.338 647,116.334 MT 0.99992362 +0 14 22.8 EZ2520;SPC NC - 757,716.13 2,123,080.84 sFT 0.99992362 +0 14 22.8 EZ2520;UTM 17 - 3,967,920.682 718,162.149 MT 1.00018651 +1 24 52.0 EZ2520 EZ2520! - Elev Factor x Scale Factor = Combined Factor EZ2520!SPC NC - 0.99999116 x 0.99992362 = 0.99991478 EZ2520!UTM 17 - 0.99999116 x 1.00018651 = 1.00017767 EZ2520 EZ2520: Primary Azimuth Mark Grid Az EZ2520:SPC NC - CHUCK 193 30 37.2 EZ2520:UTM 17 - CHUCK 192 20 08.0 EZ2520 EZ2520|---------------------------------------------------------------------| EZ2520| PID Reference Object Distance Geod. Az | EZ2520| dddmmss.s | EZ2520| EZ5063 CHUCK APPROX. 0.6 KM 1934500.0 | EZ2520|---------------------------------------------------------------------| EZ2520 EZ2520 SUPERSEDED SURVEY CONTROL EZ2520 EZ2520 NAD 27 - 35 49 51.83805(N) 078 35 06.17186(W) AD( ) 2 EZ2520 NGVD 29 (??/??/92) 89.616 (m) 294.02 (f) ADJ UNCH 2 2 EZ2520 EZ2520.Superseded values are not recommended for survey control. EZ2520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2520.See file dsdata.txt to determine how the superseded data were derived. EZ2520 EZ2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1816267921(NAD 83) EZ2520_MARKER: DE = TRAVERSE STATION DISK EZ2520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2520_SP_SET: CONCRETE POST EZ2520_STAMPING: FACTORY 1965 EZ2520_MARK LOGO: NCGS EZ2520_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ2520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2520+STABILITY: SURFACE MOTION EZ2520 EZ2520 HISTORY - Date Condition Report By EZ2520 HISTORY - 1965 MONUMENTED NCGS EZ2520 HISTORY - 1976 GOOD NCGS EZ2520 HISTORY - 1984 GOOD NCGS EZ2520 HISTORY - 1984 GOOD NCGS EZ2520 HISTORY - 19871001 GOOD NCGS EZ2520 HISTORY - 19990608 SEE DESCRIPTION NCGS EZ2520 EZ2520 STATION DESCRIPTION EZ2520 EZ2520'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ2520'FACTORY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2520'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ2520' EZ2520'FACTORY IS 4.7 MILES NE OF RALEIGH. LOCATED 1.7 MILES NE EZ2520'ALONG U.S. 1 NORTH FROM BRIDGE OVER U.S. 1 BYPASS. 0.7 MILES EZ2520'SW OF BRIDGE OVER U.S. 401. 0.15 MILES NE OF SR 2215. 0.45 EZ2520'MILES SW OF SR 2034. ACROSS U.S. 1 FROM MODERN OIL EZ2520'CO. APPROXIMATELY 100 FT N OF FACTORY OUTLET. EZ2520' EZ2520'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2520'FACTORY 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ2520'OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ2520' EZ2520'MARK IS EZ2520' EZ2520'33.5 FT W OF C/L OF S BOUND LANE EZ2520' EZ2520'21.5 FT W OF YELLOW ARROW PAINTED ON S BOUND LANE EZ2520' EZ2520'20.1 FT NNE OF PP 29 WITH ALUMINUM REF. TAG EZ2520' EZ2520'29.1 FT NE OF 10 INCH CHERRY TREE WITH ALUMINUM REF. TAG EZ2520' EZ2520'9.1 FT N OF C.L DRIVE EZ2520' EZ2520'45.5 FT S OF 8 INCH HOLLY TREE EZ2520' EZ2520'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ2520 EZ2520 STATION RECOVERY (1976) EZ2520 EZ2520'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2520'IN RALEIGH. EZ2520'STATION IS LOCATED 1.75 MILES NORTHEAST ALONG US 1 NORTH FROM BRIDGE EZ2520'OVER US 1 BYPASS, 0.7 MILE SOUTHWEST OF BRIDGE OVER US 401, 0.15 MILE EZ2520'NORTHEAST OF SR 2215, 0.45 MILES SOUTHWEST OF SR 2034, ACROSS US 1 EZ2520'FROM MODERN OIL CO. 32.6 FT. W OF CENTERLINE OF SOUTH BOUND LANE, EZ2520'18.9 FT. NE OF POWER POLE 29 WITH ALUMINUM REF. TAG, 29.1 FT. NE OF 10 EZ2520'INCH CHERRY WITH ALUMINUM REF. TAG, 8.6 FT. N OF CENTERLINE SOUTH EZ2520'DRIVEWAY TO RESIDENCE, 45.2 FT. SSW OF 10 INCH HOLLY TREE AND 41.4 FT. EZ2520'SW OF SOUTH END OF NORTH DRIVEWAY TO RESIDENCE. DISK IS SET IN TOP OF EZ2520'CONCRETE CYLINDER, 6 INCHES BELOW THE SURFACE OF THE GROUND. EZ2520 EZ2520 STATION RECOVERY (1984) EZ2520 EZ2520'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ2520'THE STATION WAS RECOVERED AT THIS DATE. EZ2520'NOTE THE FOLLOWING REFERENCES. EZ2520' EZ2520'LOCATED 5.7 METERS (18.8 FT) NORTHEAST OF A POWER POLE (29) WITH A EZ2520'REFERENCE TAG, EZ2520'3.1 METERS (10.3 FT) NORTH OF THE CENTERLINE OF A DRIVEWAY, AND EZ2520'36.4 METERS (119.5 FT) SOUTHEAST OF THE NORTHEAST CORNER OF A SMALL EZ2520'HOUSE. EZ2520' EZ2520'STATION IS ALSO A BENCH MARK. EZ2520 EZ2520 STATION RECOVERY (1984) EZ2520 EZ2520'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ2520'RECOVERED IN GOOD CONDITION EXCEPT ADD LOCATED 5.7 METERS (18.8 FT) EZ2520'NORTHEAST OF A POWER POLE (29) WITH A REFERENCE TAG, 3.1 METERS (10.3 EZ2520'FT) NORTH OF THE CENTERLINE OF A DRIVEWAY, AND 36.4 METERS (119.5 FT) EZ2520'SOUTHEAST OF THE NORTHEAST CORNER OF A SMALL HOUSE. EZ2520 EZ2520 STATION RECOVERY (1987) EZ2520 EZ2520'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ2520'RECOVERED AS DESCRIBED. UPDATED REFERENCES FOLLOW. MARK IS ACROSS US EZ2520'1 FROM HOLLY TREE SHOPPING CENTER. LOCATED 41.5 FT (12.6 M) SOUTHWEST EZ2520'OF THE SOUTH END OF THE NORTH DRIVEWAY CULVERT, AND 119.6 FT (36.5 M) EZ2520'SOUTHEAST OF THE NORTHEAST CORNER OF A 1-STORY HOUSE WITH WHITE EZ2520'ALUMINUM SIDING. EZ2520 EZ2520 STATION RECOVERY (1999) EZ2520 EZ2520'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL) EZ2520'STATION WAS NOT FOUND, BELIEVED LOST TO HIGHWAY IMPROVEMENTS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0687 *********************************************************************** EZ0687 DESIGNATION - FAIR EZ0687 PID - EZ0687 EZ0687 STATE/COUNTY- NC/WAKE EZ0687 USGS QUAD - RALEIGH WEST (1988) EZ0687 EZ0687 *CURRENT SURVEY CONTROL EZ0687 ___________________________________________________________________ EZ0687* NAD 83(1986)- 35 47 37.42034(N) 078 42 30.20931(W) ADJUSTED EZ0687* NAVD 88 - 150.677 (meters) 494.35 (feet) ADJUSTED EZ0687 ___________________________________________________________________ EZ0687 LAPLACE CORR- -6.90 (seconds) DEFLEC99 EZ0687 GEOID HEIGHT- -32.58 (meters) GEOID03 EZ0687 DYNAMIC HT - 150.547 (meters) 493.92 (feet) COMP EZ0687 MODELED GRAV- 979,766.7 (mgal) NAVD 88 EZ0687 EZ0687 HORZ ORDER - FIRST EZ0687 VERT ORDER - FIRST CLASS I EZ0687 EZ0687.The North Carolina HARNS have been completed but, EZ0687.due to contractual restrictions, coordinates for these stations EZ0687.will NOT be published in the near future. In the interim, the EZ0687.published coordinates in North Carolina will not be EZ0687.consistent with the Continuously Operating Reference Stations EZ0687.(CORS). The HARN coordinates for these stations are available EZ0687.upon request. Contact Gary Thompson(919-733-3836). EZ0687. EZ0687.In addition, the published North Carolina positions EZ0687.(NAD 83 (1986)) are NOT consistent with those determined in EZ0687.adjacent state readjustments. The discontinuity between stations EZ0687.located in North Carolina and those in adjacent states EZ0687.which have been adjusted to the HARN may be as much as 5 EZ0687.decimeters. This will result in a significant loss of accuracy EZ0687.over lines crossing such state borders. EZ0687 EZ0687 EZ0687.The horizontal coordinates were established by classical geodetic methods EZ0687.and adjusted by the National Geodetic Survey in July 1986. EZ0687 EZ0687.The orthometric height was determined by differential leveling EZ0687.and adjusted by the National Geodetic Survey in June 1991. EZ0687.WARNING-Repeat measurements at this control monument indicate possible EZ0687.vertical movement. EZ0687 EZ0687.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0687 EZ0687.The geoid height was determined by GEOID03. EZ0687 EZ0687.The dynamic height is computed by dividing the NAVD 88 EZ0687.geopotential number by the normal gravity value computed on the EZ0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0687.degrees latitude (g = 980.6199 gals.). EZ0687 EZ0687.The modeled gravity was interpolated from observed gravity values. EZ0687 EZ0687; North East Units Scale Factor Converg. EZ0687;SPC NC - 226,753.529 635,959.799 MT 0.99991723 +0 10 05.9 EZ0687;SPC NC - 743,940.54 2,086,478.11 sFT 0.99991723 +0 10 05.9 EZ0687;UTM 17 - 3,963,493.198 707,091.332 MT 1.00012850 +1 20 26.8 EZ0687 EZ0687! - Elev Factor x Scale Factor = Combined Factor EZ0687!SPC NC - 0.99998146 x 0.99991723 = 0.99989870 EZ0687!UTM 17 - 0.99998146 x 1.00012850 = 1.00010996 EZ0687 EZ0687: Primary Azimuth Mark Grid Az EZ0687:SPC NC - TENNIS 072 45 21.4 EZ0687:UTM 17 - TENNIS 071 35 00.5 EZ0687 EZ0687|---------------------------------------------------------------------| EZ0687| PID Reference Object Distance Geod. Az | EZ0687| dddmmss.s | EZ0687| EZ0688 FAIR RM 1 30.285 METERS 05416 | EZ0687| EZ6191 FAIR RM 2 AZIMUTH 0661344.3 | EZ0687| EZ5147 RALEIGH MEREDITH COLL TANK APPROX. 2.0 KM 0672725.7 | EZ0687| EZ5146 RALEIGH MEREDITH COLL TALL STK APPROX. 2.0 KM 0684211.7 | EZ0687| EZ0930 TENNIS APPROX. 1.3 KM 0725527.3 | EZ0687| EZ5144 RALEIGH KELLY TRAINING SCH TK APPROX. 1.2 KM 0932710.8 | EZ0687| EZ5142 RALEIGH EDENTON METH CH SPIRE APPROX. 6.1 KM 1025139.6 | EZ0687| EZ5149 RALEIGH NC STATE COLL STACK APPROX. 3.8 KM 1052730.4 | EZ0687| EZ5140 RALEIGH CATERPILLAR CO MAST 274.166 METERS 12908 | EZ0687| EZ0686 FAIR RM 3 18.901 METERS 16317 | EZ0687| EZ0684 MERITA 306.704 METERS 23234 | EZ0687| EZ5416 CARY MUNICIPAL TANK APPROX. 6.6 KM 2623342.5 | EZ0687| EZ6546 DORTON 160.962 METERS 31926 | EZ0687|---------------------------------------------------------------------| EZ0687 EZ0687 SUPERSEDED SURVEY CONTROL EZ0687 EZ0687 NAD 27 - 35 47 36.88060(N) 078 42 31.19780(W) AD( ) 1 EZ0687 NGVD 29 (??/??/92) 150.940 (m) 495.21 (f) ADJ UNCH 1 1 EZ0687 EZ0687.Superseded values are not recommended for survey control. EZ0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0687.See file dsdata.txt to determine how the superseded data were derived. EZ0687 EZ0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0709163493(NAD 83) EZ0687_MARKER: DS = TRIANGULATION STATION DISK EZ0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0687_STAMPING: FAIR 1933 EZ0687_MARK LOGO: CGS EZ0687_PROJECTION: RECESSED 8 CENTIMETERS EZ0687_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0687+STABILITY: SURFACE MOTION EZ0687 EZ0687 HISTORY - Date Condition Report By EZ0687 HISTORY - 1933 MONUMENTED CGS EZ0687 HISTORY - 1956 GOOD CGS EZ0687 HISTORY - 1961 GOOD CGS EZ0687 HISTORY - 1967 GOOD CGS EZ0687 HISTORY - 1967 GOOD CGS EZ0687 HISTORY - 1973 GOOD NGS EZ0687 HISTORY - 1980 GOOD NGS EZ0687 HISTORY - 1980 GOOD NCGS EZ0687 HISTORY - 1983 GOOD NCGS EZ0687 HISTORY - 1984 GOOD USPSQD EZ0687 HISTORY - 1984 GOOD USPSQD EZ0687 HISTORY - 19910509 GOOD USPSQD EZ0687 HISTORY - 20050129 MARK NOT FOUND USPSQD EZ0687 EZ0687 STATION DESCRIPTION EZ0687 EZ0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH) EZ0687'ABOUT 4 MILES WEST-NORTHWEST OF RALEIGH, ON THE NORTH CAROLINA EZ0687'STATE FAIR GROUNDS. TO REACH FROM RALEIGH, GO WEST 4.0 MILES ON EZ0687'UNITED STATES ROUTE 1 (HILLSBORO STREET) FROM THE STATE CAPITOL EZ0687'TO STATE FAIR GROUNDS. STATION IS 12.1 METERS (40 FEET) NORTH EZ0687'OF CENTER LINE OF ROUTE 1, 9.6 METERS (31 FEET) WEST OF CENTER EZ0687'LINE OF ROAD LEADING TO WEST ENTRANCE OF FAIR GROUNDS, IN GRASSY EZ0687'AREA BETWEEN THIS ROAD AND FENCE AROUND EQUIPMENT DEPOT OF EZ0687'STATE HIGHWAY COMMISSION, AND 5.8 METERS (19 FEET) NORTHEAST OF EZ0687'SOUTHEAST CORNER OF FENCE. EZ0687'SURFACE AND UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS EZ0687'IN CONCRETE, NOTES 1A AND 7A. EZ0687' EZ0687'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE, NOTE EZ0687'11A. EZ0687' EZ0687'REFERENCE MARK NO. 1 IS IN GRASSY AREA EZ0687'BETWEEN ROAD LEADING TO WEST EZ0687'ENTRANCE OF FAIR GROUNDS AND ROAD FORMING CIRCULAR DRIVE TO EZ0687'CENTER AND MAIN ENTRANCE, 15.4 METERS (51 FEET) NORTH OF CENTER EZ0687'LINE OF ROUTE 1, 5.4 METERS (18 FEET) WEST OF CENTER LINE EZ0687'OF DRIVE, 1 FOOT FROM CURBING AROUND DRIVE, 2 FEET SOUTHWEST OF EZ0687'4- BY 4-INCH END POST OF LOW FENCE AROUND DRIVE, AND 30.30 EZ0687'METERS (99.4 FEET) FROM STATION N 54 DEG 15 MIN E. EZ0687' EZ0687'REFERENCE MARK NO. 2 IS 8 PACES EZ0687'WEST OF CENTER LINE OF DIRT ROAD LEADING NORTH FROM EZ0687'ROUTE 1, 66 PACES SOUTHWEST OF CENTER LINE OF CROSSROAD WHICH EZ0687'IS ABOUT 100 YARDS SOUTHWEST OF SMALL TENANT HOUSE, AND EZ0687'APPROXIMATELY 1.1 MILES FROM STATION N 66 DEG 14 MIN E. EZ0687' EZ0687'REFERENCE MARK NO. 3 IS 6.2 METERS (20 FEET) SOUTH OF EZ0687'CENTER LINE OF ROUTE 1, 2 FEET EAST OF FENCE LINE EZ0687'EXTENDED AROUND EQUIPMENT DEPOT, EZ0687'28 PACES NORTH OF RAILROAD TRACKS, AND 18.84 METERS EZ0687'(61.8 FEET) FROM STATION S 16 DEG 46 MIN E. EZ0687' EZ0687'BEARING FROM THE STATION TO THE BRICK STACK OF THE EZ0687'NORTH CAROLINA STATE COLLEGE IS S 74 DEG 32 MIN E. EZ0687 EZ0687 STATION RECOVERY (1956) EZ0687 EZ0687'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (MLC) EZ0687'STATION AND REFERENCE MARKS 1 AND 3 WERE RECOVERED. REFERENCE MARK EZ0687'2 WAS NOT SEARCHED FOR. DISTANCES AND DIRECTIONS WERE NOT EZ0687'CHECKED. THE ORIGINAL DESCRIPTION IS ADEQUATE. THE ROAD LEADING EZ0687'TO THE W ENTRANCE OF THE FAIRGROUNDS HAS BEEN ABANDONED BUT IS EZ0687'STILL VISIBLE. REFERENCE MARK 3 IS NOW 3 FT. FROM EDGE OF EZ0687'ASPHALT PAVING OF ROUTE 1, AND HAS BEEN HIT BY GRADING OPERATIONS EZ0687'BUT IS PROBABLY IN THE ORIGINAL POSITION. EZ0687 EZ0687 STATION RECOVERY (1961) EZ0687 EZ0687'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE) EZ0687'STATION MARK AND REFERENCE MARKS NO. 1 AND 3 WERE RECOVERED IN EZ0687'GOOD CONDITION. REFERENCE MARK NO. 2 IS BELIEVED DESTROYED BY EZ0687'HIGHWAY CONSTRUCTION. A FEW CHANGES IN THE AREA AND A NEW EZ0687'DESCRIPTION FOLLOWS-- EZ0687' EZ0687'STATION IS LOCATED IN THE WESTERN SECTION OF RALEIGH ON THE EZ0687'NORTH CAROLINA STATE FAIR GROUND. IT IS ABOUT 200 FEET SOUTHWEST EZ0687'OF THE WESTERN ENTRANCE TO THE MAIN BUILDING, 111.9 FEET EAST OF A EZ0687'WIRE FENCE, 24.0 FEET NORTH OF THE NORTH EDGE OF THE PAVEMENT OF EZ0687'U.S. HIGHWAY NO. 1. THE MARK IS ABOUT 2 INCHES UNDERGROUND AND EZ0687'THE DISK IS STAMPED---FAIR 1933---. (NOTE 1A, 7A). EZ0687' EZ0687'REFERENCE MARK NO. 1 IS 198 FEET WEST OF A 30 INCH OAK TREE ON EZ0687'A SMALL MOUND OF GROUND, 34.7 FEET NORTH OF THE NORTH EDGE OF THE EZ0687'PAVEMENT AND ABOUT 150 FEET SOUTHWEST OF THE WEST ENTRANCE TO EZ0687'THE BUILDING. THE MARK IS FLUSH AND THE DISK IS EZ0687'STAMPED---FAIR 1933 NO 1---. EZ0687' EZ0687'REFERENCE MARK NO. 3 IS 6.0 FEET SOUTH OF THE SOUTH EDGE OF THE EZ0687'PAVEMENT, 77.8 FEET NORTHWEST OF POWERPOLE NO. 540, WITH EZ0687'TRANSFORMER. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS EZ0687'STAMPED---FAIR NO 3 1933---. (NOTE 11A) EZ0687 EZ0687 STATION RECOVERY (1967) EZ0687 EZ0687'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (GRS) EZ0687'THE STATION MARK, STAMPED---FAIR 1933---, IS ABOUT 4.35 MILES EAST EZ0687'ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD FROM THE STATION AT EZ0687'CARY, OR ABOUT 4.05 MILES WEST ALONG THE SOUTHERN RAILWAY COMPANY EZ0687'RAILROAD FROM THE STATION AT RALEIGH, AT THE STATE FAIRGROUNDS, EZ0687'0.1 MILE SOUTHEAST OF THE J.S. DORTON ARENA, 110 YARDS EAST AND EZ0687'ACROSS STATE HIGHWAY 54 FROM MILEPOST 77, 165 FEET NORTH AND EZ0687'ACROSS THE HIGHWAY FROM THE NORTH RAIL OF THE TRACK, 152 FEET EZ0687'NORTH AND ACROSS THE HIGHWAY FROM THE NORTH RAIL OF THE EZ0687'SEABOARD COAST LINE RAILROAD COMPANY TRACK, 41-1/2 FEET NORTH OF EZ0687'THE CENTERLINE OF THE HIGHWAY, 218 FEET SOUTHWEST OF THE EZ0687'SOUTHWEST CORNER OF A CONCRETE BLOCK BUILDING, 113 FEET EAST OF EZ0687'A METAL CORNER POST FOR A CHAIN LINK FENCE, 2 FEET NORTH OF A EZ0687'ROW OF GUARD POSTS, 1.8 FEET WEST OF A METAL WITNESS POST, EZ0687'ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, AND SET IN THE EZ0687'TOP OF A CONCRETE POST ABOUT 1 INCH BELOW THE SURFACE OF THE EZ0687'GROUND. EZ0687' EZ0687'RM 1, STAMPED---FAIR NO 1 1933---, IS 99.40 FEET EAST OF THE EZ0687'STATION MARK, 0.05 MILE NORTHEAST AND ACROSS STATE HIGHWAY 54 FROM EZ0687'MILEPOST 77, 174 FEET NORTH AND ACROSS THE HIGHWAY FROM THE NORTH EZ0687'RAIL OF THE TRACK, 161 FEET NORTH AND ACROSS THE HIGHWAY FROM THE EZ0687'NORTH RAIL OF THE SEABOARD COAST LINE RAILROAD COMPANY TRACK, EZ0687'51-1/2 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 160 FEET EZ0687'WEST OF A CONCRETE BLOCK RETAINING WALL, 13 FEET NORTH OF A ROW EZ0687'OF GUARD POST, ABOUT 1-1/2 FEET ABOVE THE LEVEL OF THE EZ0687'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH EZ0687'THE SURFACE OF THE GROUND. EZ0687' EZ0687'RM 3, STAMPED---FAIR NO 3 1933---, IS 61.80 FEET SOUTH AND ACROSS EZ0687'STATE HIGHWAY 54 FROM THE STATION MARK, 0.05 MILE EAST OF MILEPOST EZ0687'77, 103 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 90 FEET NORTH EZ0687'OF THE NORTH RAIL OF THE SEABOARD COAST LINE RAILROAD COMPANY EZ0687'TRACK, 21 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY AND IN THE EZ0687'SOUTH SHOULDER OF THE HIGHWAY, 6 FEET SOUTH OF THE SOUTH EDGE OF EZ0687'THE PAVED PORTION OF THE HIGHWAY, 77-1/2 FEET NORTHWEST OF A EZ0687'POWER POLE WHICH BEARS A TRANSFORMER, ABOUT LEVEL WITH THE EZ0687'HIGHWAY, ABOUT 4 FEET ABOVE THE LEVEL OF THE TRACK, AND SET EZ0687'IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE SURFACE OF EZ0687'THE GROUND. EZ0687' EZ0687'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EZ0687'4.35 MILES EAST. EZ0687 EZ0687 STATION RECOVERY (1967) EZ0687 EZ0687'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 EZ0687'4.4 MI E FROM CARY. EZ0687'ABOUT 4.35 MILES EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD EZ0687'FROM THE STATION AT CARY, OR ABOUT 4.05 MILES WEST ALONG THE EZ0687'SOUTHERN RAILWAY COMPANY RAILROAD FROM THE STATION AT RALEIGH, EZ0687'AT THE STATE FAIRGROUNDS, 0.1 MILE SOUTHEAST OF THE J.S. DORTON EZ0687'ARENA, 110 YARDS EAST AND ACROSS STATE HIGHWAY 54 FROM MILEPOST 77, EZ0687'165 FEET NORTH AND ACROSS THE HIGHWAY FROM THE NORTH RAIL OF EZ0687'THE TRACK, 152 FEET NORTH AND ACROSS THE HIGHWAY FROM THE NORTH EZ0687'RAIL OF THE SEABOARD COAST LINE RAILROAD COMPANY TRACK, 41 1/2 EZ0687'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 218 FEET SOUTHWEST EZ0687'OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK BUILDING, 113 FEET EZ0687'EAST OF A METAL CORNER POST FOR A CHAIN LINK FENCE, 2 FEET NORTH EZ0687'OF A ROW OF GUARD POSTS, 99.40 FEET WEST OF FAIR R.M. 1, 61.80 EZ0687'FEET NORTH AND ACROSS THE HIGHWAY FROM FAIR R.M. 3, 1.8 FEET EZ0687'WEST OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF EZ0687'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST ABOUT 1 EZ0687'INCH BELOW THE SURFACE OF THE GROUND. EZ0687 EZ0687 STATION RECOVERY (1973) EZ0687 EZ0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 EZ0687'RECOVERED IN GOOD CONDITION. EZ0687 EZ0687 STATION RECOVERY (1980) EZ0687 EZ0687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN) EZ0687'THE STATION MARK, REFERENCE MARK 1 AND REFERENCE MARK 3 WERE RECOVERED EZ0687'IN GOOD CONDITION WITH THE EXCEPTION OF THE REFERENCE MARK 3 DISK HAS EZ0687'BEEN RUN OVER BY HEAVY EQUIPMENT AND THE STAMPING IS JUST LEGIBLE BUT EZ0687'THE MARK IS UNDAMAGED AND SOLID IN THE GROUND. THE ANGLE BETWEEN THE EZ0687'REFERENCE MARKS WAS NOTED TO BE GREATER BY 2 MINUTES 31 SECONDS EZ0687'WHEN COMPARED TO THE 1933 ANGLE. THE DISTANCE TO REFERENCE MARK 1 EZ0687'AGREED. THE DISTANCE TO REFERENCE MARK 3 COULD NOT BE MEASURED DUE EZ0687'TO HEAVY TRAFFIC AND THE 1967 DISTANCE WAS USED IN THE BOX SCORE. EZ0687' EZ0687'A NEW DESCRIPTION FOLLOWS-- EZ0687' EZ0687'THE STATION IS LOCATED ABOUT 4 MILES WEST-NORTHWEST OF THE CENTER EZ0687'OF RALEIGH ON THE STATE FAIR GROUNDS. EZ0687' EZ0687'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 64 BELTLINE, U.S. HIGHWAY EZ0687'1 AND HILLSBOROUGH STREET, STATE ROUTE 54, GO WEST ON STATE 54 EZ0687'FOR 0.6 MILES TO THE JUNCTION WITH BLUE RIDGE ROAD, CONTINUE EZ0687'WEST FOR 0.15 MILE TO THE STATION ON THE RIGHT, ABOUT 0.1 MILE EZ0687'SOUTHEAST OF THE DORTON ARENA. EZ0687' EZ0687'THE STATION MARK IS A STANDARD DISK STAMPED---FAIR 1933---SET IN EZ0687'THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS RECESSED 3 INCHES EZ0687'BELOW THE GROUND SURFACE. THE UNDERGROUND MARK WAS NOT EZ0687'INSPECTED. THEY ARE 2.5 FEET NORTH OF A WITNESS POST AT THE 6TH EZ0687'GUARD POST WEST OF THE PAVED ENTRANCE ROAD TO GATE NUMBER 1, 23.8 FEET EZ0687'NORTHWEST OF THE NORTHWEST EDGE OF PAVEMENT OF HILLSBOROUGH ST., 31 EZ0687'FEET SOUTHWEST OF THE CENTER OF THE PAVED ENTRANCE ROAD TO GATE 1, 94 EZ0687'FEET NORTH EAST OF THE GRAVELED EXIT ROAD, 97.2 FEET OF A EZ0687'POWERLINE BRACE-POLE WITH AN ALUMINUM REFERENCE TAG, 117.5 FEET EZ0687'EAST OF A SECURITY FENCE, CORNER POST, 142.4 FEET SOUTHEAST OF A EZ0687'POWERLINE POLE WITH A TRANSFORMER AND A REFERENCE TAG AND 192.2 EZ0687'SOUTH-SOUTHEAST OF THE WEST END OF GATE 1 AT THE END OF SECURITY EZ0687'FENCE. EZ0687' EZ0687'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---FAIR NO 1 1933--- EZ0687'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS FLUSH WITH EZ0687'THE GROUND. IT IS 188.3 FEET SOUTHEAST OF THE WEST END OF SECURITY EZ0687'FENCE WHERE IT MEETS THE NORTHEAST CORNE OF GATE 1, 122.2 FEET EZ0687'EAST-SOUTHEAST OF THE POWERLINE BRACE POLE, 68.1 FEET NORTHEAST EZ0687'OF THE CENTER OF THE PAVED ENTRANCE ROAD TO GATE 1, 34.8 FEET EZ0687'NORTHWEST OF THE NORTHWEST EDGE OF HILLSBOROUGH STREET AND ABOUT THE EZ0687'SAME ELEVATION AS THE STATION MARK. EZ0687' EZ0687'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---FAIR NO 3 1933---SET EZ0687'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT IS RECESSED 1 EZ0687'INCH BELOW THE GROUND SURFACE. IT IS 120.5 FEET NORTHEAST OF A EZ0687'POWERLINE POLE WITH AN ALUMINUM REFERENCE TAG, 90.1 FEET EZ0687'NORTHWEST OF THE NORTH RAIL OF RAILROAD TRACKS, 77 FEET EZ0687'WEST-NORTHWEST OF A COMBINATION POWERLINE AND TELEPHONE POLE WITH A EZ0687'REFERENCE TAG AND ABOUT THE SAME ELEVATION AS THE STATION MARK. EZ0687' EZ0687'STATION TENNIS IS A STANDARD NORTH CAROLINA GEODETIC SURVEY DISK EZ0687'STAMPED---TENNIS 1965---SET IN THE TOP OF A ROUND CONCRETE POST, EZ0687'10-INCHES IN DIAMETER AND RECESSED 1 INCH BELOW THE GROUND SURFACE. EZ0687' EZ0687'IT IS ABOUT 0.05 MILE NORTH OF THE BELTWAY BRIDGE OF STATE 54, 116 EZ0687'FEET SOUTHWEST OF A 30-MILE PER HOUR MARKER SIGN, 101 FEET WEST OF EZ0687'THE SOUTHBOUND LANE OF U.S. 64, 74.2 FEET OF A RIGHT-OF-WAY FENCE EZ0687'CORNER POST ON THE NORTH SIDE OF WEST-BOUND EXIT LANE TO STATE 54 EZ0687'WEST, 3.3 FEET SOUTHEAST OF THE SOUTHEAST CURB OF EXIT LANE, ABOUT 6 EZ0687'INCHES HIGHER THAN THE EXIT LANE AND ABOUT 3 FEET LOWER THAN THE EZ0687'SOUTH-BOUND LANE OF U.S. HIGHWAY 64. EZ0687' EZ0687'TO REACH TENNIS 1965 FROM THE STATION, GO EASTERLY ON HILLSBOROUGH EZ0687'STREET FOR 0.8 MILE TO ENTRANCE ROAD TO U.S. HIGHWAY 64 WEST, TURN EZ0687'LEFT ON ENTRANCE ROAD ABOUT 0.05 MILE TO THE MARK ABOUT 150 FEET EZ0687'NORTH, THIS JUST BEFORE REACHING U.S. 64 BELTWAY. EZ0687 EZ0687 STATION RECOVERY (1980) EZ0687 EZ0687'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ0687'0.8 MILE WEST ALONG HILLSBOROUGH STREET - N.C. 54 FROM THE EZ0687'UNDERPASS OF U.S. 1 AND U.S. 64 BYPASS IN WEST RALEIGH, ON NORTH EZ0687'SIDE OF HIGHWAY, NEAR ENTRANCE TO GATE 1 OF FAIRGROUNDS, EZ0687'APPROXIMATELY 0.1 MILE EAST OF DORTON ARENA AND 0.15 MILE WEST OF EZ0687'INTERSECTION WITH BLUE RIDGE ROAD, 117.5 FEET EAST OF SECURITY EZ0687'FENCE CORNER, 31.0 FEET SOUTHWEST OF PAVED DRIVE TO GATE 1, EZ0687'97.2 FEET SOUTH OF POWER POLE WITH REFERENCE TAG, EZ0687'23.8 FEET NORTHWEST OF HIGHWAY, 192.2 FEET SOUTH-SOUTHEAST OF EZ0687'WEST POST OF GATE 1 AND 142.4 FEET SOUTHEAST OF POWER POLE WITH EZ0687'REFERENCE TAG AND TRANSFORMER. EZ0687'THE MARK IS 2.5 FT N FROM A WITNESS POST. EZ0687'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EZ0687 EZ0687 STATION RECOVERY (1983) EZ0687 EZ0687'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (CEH) EZ0687'THE STATION WAS RECOVERED AT THIS DATE. EZ0687'ALL MARKS WERE FOUND AS DESCRIBED. EZ0687' EZ0687'THE STATION IS 1.2 FEET NORTH OF A METAL WITNESS POST. EZ0687 EZ0687 STATION RECOVERY (1984) EZ0687 EZ0687'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGS) EZ0687'FAIR 1933 FOUND GOOD. EZ0687' EZ0687'THIS U.S. COAST AND GEODETIC SURVEY TRIANGULATION STATION WAS FOUND EZ0687'GOOD AS DESCRIBED EXCEPT FOR THE FOLLOWING-- EZ0687'THE DESCRIPTION SHOULD BE REVISED AS FOLLOWS--THE STATION IS 3.3 EZ0687'FEET NORTH OF LINE OF GUARDRAIL, 2.4 FEET NORTH-NORTHEAST OF 2 METAL EZ0687'WITNESS POST AND 3 INCHES BELOW SURFACE OF GROUND. EZ0687' EZ0687'FAIR NO 1 1933 FOUND GOOD. EZ0687' EZ0687'THIS US COAST AND GEODETIC SURVEY REFERENCE MARK WAS FOUND GOOD AS EZ0687'DESCRIBED EXCEPT THE PORTION OF DESCRIPTION READING 13 FEET NORTH OF EZ0687'A ROW OF GUARD POST SHOULD BE CHANGED TO READ 14.7 FEET NORTH OF A EZ0687'ROW OF GUARD RAIL. THE BRASS DISK HAS BEEN SCARRED ACROSS TOP EZ0687'SURFACE, BUT IS IN GOOD CONDITION AND STILL QUITE FUNCTIONAL. EZ0687' EZ0687'UNABLE TO LOCATE RM 3. EZ0687' EZ0687'THIS REFERENCE MARK IS NO. 3 FOR STATION FAIR. THE MARK IS LOCATED EZ0687'IN THE SHOULDER AREA OF A VERY BUSY TWO LANE HIGHWAY. THE SHOULDER EZ0687'HAS BEEN STABILIZED WITH CRUSHED STONE AND IS VERY DIFFICULT TO EZ0687'DIG. IF THE MARK IS STILL IN PLACE I SUSPECT THE LEVEL OF THE EZ0687'HIGHWAY HAS BEEN RAISED AND THE MARK IS NOW 2 TO 4 INCHES BELOW EZ0687'SURFACE. I TAPED FROM REFERENCES IN DESCRIPTION AND DUG IN EZ0687'SHOULDER 1 TO 1-1/2 INCHES DEEP IN A 6 SQ. FT. AREA AND WAS UNABLE EZ0687'TO LOCATE. EZ0687 EZ0687 STATION RECOVERY (1984) EZ0687 EZ0687'RECOVERY NOTE BY US POWER SQUADRON 1984 EZ0687'THE STATION IS 3.3 FEET NORTH OF LINE OF GUARDRAIL, 2.4 FEET EZ0687'NORTH-NORTHEAST OF A METAL .WITNESS POST AND THREE INCHES BELOW EZ0687'SURFACE OF GROUND. EZ0687 EZ0687 STATION RECOVERY (1991) EZ0687 EZ0687'RECOVERY NOTE BY US POWER SQUADRON 1991 (GS) EZ0687'RECOVERED IN GOOD CONDITION. EZ0687 EZ0687 STATION RECOVERY (2005) EZ0687 EZ0687'RECOVERY NOTE BY US POWER SQUADRON 2005 (ED) EZ0687'AREA WAS PAVED AS PARKING LOT FOR FAIRGROUNDS SEVERAL YEARS AGO. ALL EZ0687'REFERENCES TAGS ARE MISSING. THE GUARD RAIL HAS BEEN REMOVED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1010 *********************************************************************** EZ1010 DESIGNATION - FAITH EZ1010 PID - EZ1010 EZ1010 STATE/COUNTY- NC/WAKE EZ1010 USGS QUAD - LAKE WHEELER (1993) EZ1010 EZ1010 *CURRENT SURVEY CONTROL EZ1010 ___________________________________________________________________ EZ1010* NAD 83(1986)- 35 42 02.41887(N) 078 40 15.54273(W) ADJUSTED EZ1010* NAVD 88 - 103.837 (meters) 340.67 (feet) ADJUSTED EZ1010 ___________________________________________________________________ EZ1010 LAPLACE CORR- -6.87 (seconds) DEFLEC99 EZ1010 GEOID HEIGHT- -32.94 (meters) GEOID03 EZ1010 DYNAMIC HT - 103.746 (meters) 340.37 (feet) COMP EZ1010 MODELED GRAV- 979,756.4 (mgal) NAVD 88 EZ1010 EZ1010 HORZ ORDER - SECOND EZ1010 VERT ORDER - SECOND CLASS 0 EZ1010 EZ1010.The North Carolina HARNS have been completed but, EZ1010.due to contractual restrictions, coordinates for these stations EZ1010.will NOT be published in the near future. In the interim, the EZ1010.published coordinates in North Carolina will not be EZ1010.consistent with the Continuously Operating Reference Stations EZ1010.(CORS). The HARN coordinates for these stations are available EZ1010.upon request. Contact Gary Thompson(919-733-3836). EZ1010. EZ1010.In addition, the published North Carolina positions EZ1010.(NAD 83 (1986)) are NOT consistent with those determined in EZ1010.adjacent state readjustments. The discontinuity between stations EZ1010.located in North Carolina and those in adjacent states EZ1010.which have been adjusted to the HARN may be as much as 5 EZ1010.decimeters. This will result in a significant loss of accuracy EZ1010.over lines crossing such state borders. EZ1010 EZ1010 EZ1010.The horizontal coordinates were established by classical geodetic methods EZ1010.and adjusted by the National Geodetic Survey in July 1986. EZ1010 EZ1010.The orthometric height was determined by differential leveling EZ1010.and adjusted by the National Geodetic Survey in June 1991. EZ1010 EZ1010.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1010 EZ1010.The geoid height was determined by GEOID03. EZ1010 EZ1010.The dynamic height is computed by dividing the NAVD 88 EZ1010.geopotential number by the normal gravity value computed on the EZ1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1010.degrees latitude (g = 980.6199 gals.). EZ1010 EZ1010.The modeled gravity was interpolated from observed gravity values. EZ1010 EZ1010; North East Units Scale Factor Converg. EZ1010;SPC NC - 216,440.123 639,375.269 MT 0.99990320 +0 11 23.6 EZ1010;SPC NC - 710,103.97 2,097,683.70 sFT 0.99990320 +0 11 23.6 EZ1010;UTM 17 - 3,953,249.418 710,717.699 MT 1.00014718 +1 21 34.6 EZ1010 EZ1010! - Elev Factor x Scale Factor = Combined Factor EZ1010!SPC NC - 0.99998887 x 0.99990320 = 0.99989207 EZ1010!UTM 17 - 0.99998887 x 1.00014718 = 1.00013605 EZ1010 EZ1010: Primary Azimuth Mark Grid Az EZ1010:SPC NC - HARMON 195 45 10.1 EZ1010:UTM 17 - HARMON 194 34 59.1 EZ1010 EZ1010|---------------------------------------------------------------------| EZ1010| PID Reference Object Distance Geod. Az | EZ1010| dddmmss.s | EZ1010| EZ1011 HARMON APPROX. 0.5 KM 1955633.7 | EZ1010|---------------------------------------------------------------------| EZ1010 EZ1010 SUPERSEDED SURVEY CONTROL EZ1010 EZ1010 NAD 27 - 35 42 01.86414(N) 078 40 16.52039(W) AD( ) 2 EZ1010 NGVD 29 (??/??/92) 104.102 (m) 341.54 (f) ADJ UNCH 2 0 EZ1010 EZ1010.Superseded values are not recommended for survey control. EZ1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1010.See file dsdata.txt to determine how the superseded data were derived. EZ1010 EZ1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1071853249(NAD 83) EZ1010_MARKER: DE = TRAVERSE STATION DISK EZ1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1010_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1010_STAMPING: FAITH 1967 EZ1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1010+STABILITY: SURFACE MOTION EZ1010 EZ1010 HISTORY - Date Condition Report By EZ1010 HISTORY - 1967 MONUMENTED NCGS EZ1010 HISTORY - 1973 GOOD NCGS EZ1010 HISTORY - 1973 GOOD NCGS EZ1010 HISTORY - 1987 GOOD USPSQD EZ1010 HISTORY - 1989 GOOD USPSQD EZ1010 EZ1010 STATION DESCRIPTION EZ1010 EZ1010'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1010'FAITH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1010'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ1010' EZ1010'FAITH IS LOCATED APPROXIMATELY 5.7 MILES SOUTH OF RALEIGH. TO EZ1010'REACH STATION PROCEED FROM THE DIVISION OF U.S. 401 FROM U.S. 70 EZ1010'AND NC 50, GO SOUTH ON U.S. 401 FOR 2.4 MILES TO STATION, WHICH EZ1010'IS LOCATED 0.1 MILE SOUTH OF INTERSECTION OF SR 1375 WITH EZ1010'U.S. 401 ON WEST BANK OF U.S. 401 SOUTH BOUND LANE, AND EZ1010'APPROXIMATELY 150 FT WEST OF INTERSECTION OF PINEDALE RD. AND EZ1010'U.S. 401. EZ1010' EZ1010'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1010'FAITH 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1010'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ1010' EZ1010'MARK IS EZ1010' EZ1010'40.9 FT NW OF C/L OF U.S. 401 SOUTH BOUND LANE EZ1010' EZ1010'84.2 FT NE OF TP 125 WITH ALUMINUM REF. TAG EZ1010' EZ1010'110.2 FT E OF PP WITH ALUMINUM REF. TAG EZ1010' EZ1010'27.0 FT SE OF GUM TREE WITH ALUMINUM REF. TAG EZ1010' EZ1010'22.4 FT NNE OF N END OF CULVERT EZ1010' EZ1010'119.3 FT SE OF SE CORNER OF BRICK HOUSE EZ1010 EZ1010 STATION RECOVERY (1973) EZ1010 EZ1010'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1010'3.7 MI W FROM GARNER. EZ1010'FAITH IS LOCATED APPROXIMATELY 5.8 MILES SSW OF CAPITOL SQUARE EZ1010'IN RALEIGH. TO REACH STATION FROM THE INTERSECTION OF SOUTH EZ1010'BOUND LANES OF U.S. 401-U.S. 70 AND NC 50 (JUST SW OF TRYON EZ1010'HILLS SHOPPING CENTER), PROCEED SOUTHERLY ALONG U.S. 401 FOR EZ1010'02.40 MILES TO STATION ON THE RIGHT JUST PASS PINEDALE DRIVE, EZ1010'0.15 MILES SOUTH OF SR 1375 (SIMPKINS ROAD), 03.05 MILES NORTH OF EZ1010'SR 1010 (MC CULLERS ROAD CROSS), 40.9 FT NW OF C/L OF SOUTH EZ1010'BOUND LANE, 22.4 FT NNE OF N END OF CULVERT UNDER GRAVELED DRIVE, EZ1010'119.3 FT SE OF SE CORNER OF BRICK HOUSE, 84.2 FT NE OF TP 125 WITH EZ1010'ALUMINUM REF. TAG, AND 110.2 FT E OF PP WITH ALUMINUM REF. TAG. EZ1010'DISK IS SET IN CONCRETE CYLINDER FLUSH WITH THE SURFACE OF THE EZ1010'GROUND. EZ1010 EZ1010 STATION RECOVERY (1973) EZ1010 EZ1010'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1010'LOCATED APPROXIMATELY 5.8 MILES SSW OF CAPITOL SQUARE IN RALEIGH. TO EZ1010'REACH STATION FROM THE INTERSECTION OF SOUTH BOUND LANES OF US 401-US EZ1010'70 AND NC 50 (JUST SW OF TRYON HILLS SHOPPING CENTER), PROCEED EZ1010'SOUTHERLY ALONG US 401 FOR 02.40 MILES TO STATION ON THE RIGHT JUST EZ1010'PAST PINEDALE DRIVE, 0.15 MILES SOUTH OF SR 1375 (SIMPKINS ROAD), EZ1010'03.05 MILES NORTH OF SR 1010 (MCCULLERS ROAD CROSS). 40.9 FT. NW OF EZ1010'C/L OF SOUTH BOUND LANE, 22.4 FT. NNE OF N END OF CULVERT UNDER EZ1010'GRAVELED DRIVE, 119.3 FT. SE OF SE CORNER OF BRICK HOUSE, 84.2 FT. NE EZ1010'OF TP NO. 125 WITH ALUMINUM REF. TAG, AND 110.2 FT. E OF PP WITH EZ1010'ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER FLUSH WITH THE EZ1010'SURFACE OF THE GROUND. EZ1010 EZ1010 STATION RECOVERY (1987) EZ1010 EZ1010'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ1010'RECOVERED IN GOOD CONDITION. EZ1010 EZ1010 STATION RECOVERY (1989) EZ1010 EZ1010'RECOVERY NOTE BY US POWER SQUADRON 1989 (WCB) EZ1010'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5426 *********************************************************************** EZ5426 DESIGNATION - FALL EZ5426 PID - EZ5426 EZ5426 STATE/COUNTY- NC/WAKE EZ5426 USGS QUAD - CARY (1993) EZ5426 EZ5426 *CURRENT SURVEY CONTROL EZ5426 ___________________________________________________________________ EZ5426* NAD 83(1986)- 35 47 18.79400(N) 078 52 14.12499(W) ADJUSTED EZ5426* NAVD 88 - 127.8 (meters) 419. (feet) VERTCON EZ5426 ___________________________________________________________________ EZ5426 LAPLACE CORR- -5.58 (seconds) DEFLEC99 EZ5426 GEOID HEIGHT- -31.98 (meters) GEOID03 EZ5426 EZ5426 HORZ ORDER - SECOND EZ5426 EZ5426.The North Carolina HARNS have been completed but, EZ5426.due to contractual restrictions, coordinates for these stations EZ5426.will NOT be published in the near future. In the interim, the EZ5426.published coordinates in North Carolina will not be EZ5426.consistent with the Continuously Operating Reference Stations EZ5426.(CORS). The HARN coordinates for these stations are available EZ5426.upon request. Contact Gary Thompson(919-733-3836). EZ5426. EZ5426.In addition, the published North Carolina positions EZ5426.(NAD 83 (1986)) are NOT consistent with those determined in EZ5426.adjacent state readjustments. The discontinuity between stations EZ5426.located in North Carolina and those in adjacent states EZ5426.which have been adjusted to the HARN may be as much as 5 EZ5426.decimeters. This will result in a significant loss of accuracy EZ5426.over lines crossing such state borders. EZ5426 EZ5426 EZ5426.The horizontal coordinates were established by classical geodetic methods EZ5426.and adjusted by the National Geodetic Survey in July 1986. EZ5426 EZ5426.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5426 EZ5426.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5426 EZ5426.The geoid height was determined by GEOID03. EZ5426 EZ5426; North East Units Scale Factor Converg. EZ5426;SPC NC - 226,148.407 621,299.364 MT 0.99991638 +0 04 28.9 EZ5426;SPC NC - 741,955.23 2,038,379.66 sFT 0.99991638 +0 04 28.9 EZ5426;UTM 17 - 3,962,588.257 692,443.771 MT 1.00005638 +1 14 44.3 EZ5426 EZ5426! - Elev Factor x Scale Factor = Combined Factor EZ5426!SPC NC - 0.99998495 x 0.99991638 = 0.99990133 EZ5426!UTM 17 - 0.99998495 x 1.00005638 = 1.00004133 EZ5426 EZ5426: Primary Azimuth Mark Grid Az EZ5426:SPC NC - RUSSELL 000 17 23.6 EZ5426:UTM 17 - RUSSELL 359 07 08.2 EZ5426 EZ5426|---------------------------------------------------------------------| EZ5426| PID Reference Object Distance Geod. Az | EZ5426| dddmmss.s | EZ5426| EZ2153 RUSSELL APPROX. 0.9 KM 0002152.5 | EZ5426| EZ2151 GREEN LEVEL 235.180 METERS 09943 | EZ5426|---------------------------------------------------------------------| EZ5426 EZ5426 SUPERSEDED SURVEY CONTROL EZ5426 EZ5426 NAD 27 - 35 47 18.25501(N) 078 52 15.10399(W) AD( ) 2 EZ5426 NGVD 29 (07/19/86) 128.1 (m) 420. (f) VERT ANG EZ5426 EZ5426.Superseded values are not recommended for survey control. EZ5426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5426.See file dsdata.txt to determine how the superseded data were derived. EZ5426 EZ5426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9244462588(NAD 83) EZ5426_MARKER: DE = TRAVERSE STATION DISK EZ5426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5426_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5426_STAMPING: FALL 1961 EZ5426_MARK LOGO: NCGS EZ5426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5426+STABILITY: SURFACE MOTION EZ5426 EZ5426 HISTORY - Date Condition Report By EZ5426 HISTORY - 1961 MONUMENTED NCGS EZ5426 HISTORY - 1987 GOOD USPSQD EZ5426 HISTORY - 20050127 MARK NOT FOUND GEOCAC EZ5426 EZ5426 STATION DESCRIPTION EZ5426 EZ5426'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ5426'FALL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5426'IN THE VICINITY OF DURHAM, NORTH CAROLINA. EZ5426' EZ5426'FALL IS LOCATED APPROXIMATELY 5.0 MILES WEST OF CARY, N. C. AND EZ5426'2.2 MILES SOUTH OF CARPENTER, N. C. TO REACH THE STATION PROCEED EZ5426'FROM THE INTERSECTION OF NC 55 AND SR 1615 NORTH ON NC 55 FOR EZ5426'0.1 MILE TO STATION. THE STATION IS LOCATED ON A 30 FT CUT EZ5426'ON EAST SIDE OF NC 55. THE FIRST CUT NORTH OF SR 1615 AND ON EZ5426'WEST SIDE OF FIELD. EZ5426' EZ5426'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5426'FALL 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5426'WHICH IS 4 INCHES ABOVE THE SURFACE OF THE GROUND. EZ5426' EZ5426'MARK IS EZ5426' EZ5426'54.0 FT E OF C/L OF NC 55 EZ5426' EZ5426'215.5 FT SSW OF 14 INCH PINE TREE WITH ALUMINUM REF. TAG EZ5426' EZ5426'205.5 FT NW OF PP WITH ALUMINUM REF. TAG IN SOUTH SIDE OF FIELD EZ5426 EZ5426 STATION RECOVERY (1987) EZ5426 EZ5426'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ5426'RECOVERED IN GOOD CONDITION. EZ5426 EZ5426 STATION RECOVERY (2005) EZ5426 EZ5426'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ5426'VISITED SITE. HIGHWAY NC55 HAS BEEN WIDENED. MARK APPEARS TO HAVE BEEN EZ5426'IN THE AFFECTED AREA. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5008 *********************************************************************** EZ5008 DESIGNATION - FALLS CE MICROWAVE EZ5008 PID - EZ5008 EZ5008 STATE/COUNTY- NC/WAKE EZ5008 USGS QUAD - WAKE FOREST (1987) EZ5008 EZ5008 *CURRENT SURVEY CONTROL EZ5008 ___________________________________________________________________ EZ5008* NAD 83(1986)- 35 55 35.24002(N) 078 35 21.51499(W) ADJUSTED EZ5008* NAVD 88 - EZ5008 ___________________________________________________________________ EZ5008 LAPLACE CORR- -7.26 (seconds) DEFLEC99 EZ5008 GEOID HEIGHT- -32.74 (meters) GEOID03 EZ5008 EZ5008 HORZ ORDER - THIRD EZ5008 EZ5008.The North Carolina HARNS have been completed but, EZ5008.due to contractual restrictions, coordinates for these stations EZ5008.will NOT be published in the near future. In the interim, the EZ5008.published coordinates in North Carolina will not be EZ5008.consistent with the Continuously Operating Reference Stations EZ5008.(CORS). The HARN coordinates for these stations are available EZ5008.upon request. Contact Gary Thompson(919-733-3836). EZ5008. EZ5008.In addition, the published North Carolina positions EZ5008.(NAD 83 (1986)) are NOT consistent with those determined in EZ5008.adjacent state readjustments. The discontinuity between stations EZ5008.located in North Carolina and those in adjacent states EZ5008.which have been adjusted to the HARN may be as much as 5 EZ5008.decimeters. This will result in a significant loss of accuracy EZ5008.over lines crossing such state borders. EZ5008 EZ5008 EZ5008.The horizontal coordinates were established by classical geodetic methods EZ5008.and adjusted by the National Geodetic Survey in July 1986. EZ5008 EZ5008 EZ5008.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5008 EZ5008.The geoid height was determined by GEOID03. EZ5008 EZ5008; North East Units Scale Factor Converg. EZ5008;SPC NC - 241,517.421 646,662.658 MT 0.99994181 +0 14 13.3 EZ5008;SPC NC - 792,378.41 2,121,592.40 sFT 0.99994181 +0 14 13.3 EZ5008;UTM 17 - 3,978,476.885 717,491.496 MT 1.00018290 +1 24 54.1 EZ5008 EZ5008 SUPERSEDED SURVEY CONTROL EZ5008 EZ5008 NAD 27 - 35 55 34.70682(N) 078 35 22.49522(W) AD( ) 3 EZ5008 EZ5008.Superseded values are not recommended for survey control. EZ5008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5008.See file dsdata.txt to determine how the superseded data were derived. EZ5008 EZ5008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1749178477(NAD 83) EZ5008_MARKER: 45 = MICROWAVE TOWER EZ5008 EZ5008 HISTORY - Date Condition Report By EZ5008 HISTORY - 1970 FIRST OBSERVED NGS EZ5008 HISTORY - 1987 GOOD USPSQD EZ5008 EZ5008 STATION DESCRIPTION EZ5008 EZ5008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (EM) EZ5008'CE, MICROWAVE TOWER IS A N.C. GEODETIC SURVEY INTERSECTION STATION EZ5008'ESTABLISHED IN THE VICINITY OF NORTHWEST WAKE COUNTY. EZ5008' EZ5008'CE, MICROWAVE TOWER IS LOCATED APPROXIMATELY 1.3 MILES SOUTHWEST OF EZ5008'THE COMMUNITY OF FALLS AND APPROXIMATELY 400 FEET NORTH OF T EZ5008'INTERSECTION OF SR 2000 AND SR 2011. TOWER IS TRIANGULAR IN SHAPE, EZ5008'PAINTED ALTERNATELY RED AND WHITE AND APPROXIMATELY 350 FEET HIGH. EZ5008' EZ5008'POINT OBSERVED WAS ROD ON TOP OF TOWER. EZ5008 EZ5008 STATION RECOVERY (1987) EZ5008 EZ5008'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ5008'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6548 *********************************************************************** EZ6548 DESIGNATION - FALLSTRI EZ6548 PID - EZ6548 EZ6548 STATE/COUNTY- NC/WAKE EZ6548 USGS QUAD - BAYLEAF (1987) EZ6548 EZ6548 *CURRENT SURVEY CONTROL EZ6548 ___________________________________________________________________ EZ6548* NAD 83(1986)- 35 53 30.20983(N) 078 37 38.17023(W) ADJUSTED EZ6548* NAVD 88 - 138.1 (meters) 453. (feet) VERTCON EZ6548 ___________________________________________________________________ EZ6548 LAPLACE CORR- -7.19 (seconds) DEFLEC99 EZ6548 GEOID HEIGHT- -32.67 (meters) GEOID03 EZ6548 EZ6548 HORZ ORDER - SECOND EZ6548 EZ6548.The North Carolina HARNS have been completed but, EZ6548.due to contractual restrictions, coordinates for these stations EZ6548.will NOT be published in the near future. In the interim, the EZ6548.published coordinates in North Carolina will not be EZ6548.consistent with the Continuously Operating Reference Stations EZ6548.(CORS). The HARN coordinates for these stations are available EZ6548.upon request. Contact Gary Thompson(919-733-3836). EZ6548. EZ6548.In addition, the published North Carolina positions EZ6548.(NAD 83 (1986)) are NOT consistent with those determined in EZ6548.adjacent state readjustments. The discontinuity between stations EZ6548.located in North Carolina and those in adjacent states EZ6548.which have been adjusted to the HARN may be as much as 5 EZ6548.decimeters. This will result in a significant loss of accuracy EZ6548.over lines crossing such state borders. EZ6548 EZ6548 EZ6548.The horizontal coordinates were established by classical geodetic methods EZ6548.and adjusted by the National Geodetic Survey in December 1992. EZ6548 EZ6548.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6548 EZ6548.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6548 EZ6548.The geoid height was determined by GEOID03. EZ6548 EZ6548; North East Units Scale Factor Converg. EZ6548;SPC NC - 237,650.554 643,251.583 MT 0.99993485 +0 12 54.5 EZ6548;SPC NC - 779,691.86 2,110,401.24 sFT 0.99993485 +0 12 54.5 EZ6548;UTM 17 - 3,974,539.828 714,159.799 MT 1.00016518 +1 23 29.6 EZ6548 EZ6548! - Elev Factor x Scale Factor = Combined Factor EZ6548!SPC NC - 0.99998346 x 0.99993485 = 0.99991831 EZ6548!UTM 17 - 0.99998346 x 1.00016518 = 1.00014864 EZ6548 EZ6548 SUPERSEDED SURVEY CONTROL EZ6548 EZ6548 NGVD 29 (12/28/92) 138.3 (m) 454. (f) VERT ANG EZ6548 EZ6548.Superseded values are not recommended for survey control. EZ6548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6548.See file dsdata.txt to determine how the superseded data were derived. EZ6548 EZ6548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1416074540(NAD 83) EZ6548_MARKER: DH = HORIZONTAL CONTROL DISK EZ6548_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE EZ6548_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ6548 EZ6548 HISTORY - Date Condition Report By EZ6548 HISTORY - 1985 MONUMENTED NCGS EZ6548 EZ6548 STATION DESCRIPTION EZ6548 EZ6548'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ6548'THE STATION IS LOCATED IN NORTH RALEIGH. EZ6548' EZ6548'ALONG FALLS OF NEUSE ROAD (SR 2000), AT THE INTERSECTION WITH EZ6548'SR 1829 (STRICKLAND ROAD), IN THE NORTHWEST END OF THE CONCRETE EZ6548'APRON AROUND THE GRASS TRAFFIC ISLAND IN STRICKLAND ROAD. EZ6548' EZ6548'THE STATION IS A STANDARD NCGS DISK STAMPED---FALLSTRI 1985---, EZ6548'SET INTO A DRILLED HOLE IN THE CONCRETE APRON OF THE TRAFFIC ISLAND. EZ6548'LOCATED 13.3 METERS (43.6 FT) WEST-NORTHWEST OF THE NORTH END OF THE EZ6548'TRAFFIC ISLAND, EZ6548'15.1 METERS (49.5 FT) NORTH OF THE SOUTH END OF THE TRAFFIC ISLAND, EZ6548'1.9 METERS (6.2 FT) SOUTHEAST OF THE WEST END OF THE TRAFFIC ISLAND, EZ6548'6.7 METERS (22.0 FT) EAST-NORTHEAST OF THE CENTER OF THE CONCRETE EZ6548'MEDIAN IN SR 1829, EZ6548'27.2 METERS (89.2 FT) SOUTH OF A RIGHT-OF-WAY MARKER, EZ6548'33.0 METERS (108.3 FT) NORTHWEST OF AND ACROSS THE ROAD FROM A FIRE EZ6548'HYDRANT, AND EZ6548'32.9 METERS (107.9 FT) SOUTHWEST OF A POWER POLE WITH A TRANSFORMER EZ6548'AND LIGHT AND A REFERENCE TAG. EZ6548' EZ6548'MARK IS LEVEL WITH THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5066 *********************************************************************** EZ5066 DESIGNATION - FAN MARKER KNIGHTDALE EZ5066 PID - EZ5066 EZ5066 STATE/COUNTY- NC/WAKE EZ5066 USGS QUAD - RALEIGH EAST (1993) EZ5066 EZ5066 *CURRENT SURVEY CONTROL EZ5066 ___________________________________________________________________ EZ5066* NAD 83(1986)- 35 47 20.14356(N) 078 31 25.37526(W) ADJUSTED EZ5066* NAVD 88 - 81. (meters) 266. (feet) SCALED EZ5066 ___________________________________________________________________ EZ5066 LAPLACE CORR- -6.96 (seconds) DEFLEC99 EZ5066 GEOID HEIGHT- -33.42 (meters) GEOID03 EZ5066 EZ5066 HORZ ORDER - THIRD EZ5066 EZ5066.The North Carolina HARNS have been completed but, EZ5066.due to contractual restrictions, coordinates for these stations EZ5066.will NOT be published in the near future. In the interim, the EZ5066.published coordinates in North Carolina will not be EZ5066.consistent with the Continuously Operating Reference Stations EZ5066.(CORS). The HARN coordinates for these stations are available EZ5066.upon request. Contact Gary Thompson(919-733-3836). EZ5066. EZ5066.In addition, the published North Carolina positions EZ5066.(NAD 83 (1986)) are NOT consistent with those determined in EZ5066.adjacent state readjustments. The discontinuity between stations EZ5066.located in North Carolina and those in adjacent states EZ5066.which have been adjusted to the HARN may be as much as 5 EZ5066.decimeters. This will result in a significant loss of accuracy EZ5066.over lines crossing such state borders. EZ5066 EZ5066 EZ5066.The horizontal coordinates were established by classical geodetic methods EZ5066.and adjusted by the National Geodetic Survey in July 1986. EZ5066 EZ5066.The orthometric height was scaled from a topographic map. EZ5066 EZ5066.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5066 EZ5066.The geoid height was determined by GEOID03. EZ5066 EZ5066; North East Units Scale Factor Converg. EZ5066;SPC NC - 226,285.657 652,655.179 MT 0.99991644 +0 16 29.6 EZ5066;SPC NC - 742,405.53 2,141,252.87 sFT 0.99991644 +0 16 29.6 EZ5066;UTM 17 - 3,963,367.211 723,797.058 MT 1.00021721 +1 26 55.4 EZ5066 EZ5066! - Elev Factor x Scale Factor = Combined Factor EZ5066!SPC NC - 0.99999258 x 0.99991644 = 0.99990902 EZ5066!UTM 17 - 0.99999258 x 1.00021721 = 1.00020978 EZ5066 EZ5066 SUPERSEDED SURVEY CONTROL EZ5066 EZ5066 NAD 27 - 35 47 19.61001(N) 078 31 26.36161(W) AD( ) 3 EZ5066 EZ5066.Superseded values are not recommended for survey control. EZ5066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5066.See file dsdata.txt to determine how the superseded data were derived. EZ5066 EZ5066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2379763367(NAD 83) EZ5066_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION EZ5066_SETTING: 0 = UNSPECIFIED SETTING EZ5066_MARK LOGO: NONE EZ5066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ5066 EZ5066 HISTORY - Date Condition Report By EZ5066 HISTORY - 1957 MONUMENTED CGS EZ5066 EZ5066 STATION DESCRIPTION EZ5066 EZ5066'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE) EZ5066'STATION IS LOCATED ABOUT 5 MILES EAST OF RALEIGH AND ABOUT 2 MILES EZ5066'WEST OF KNIGHTDALE ALONG A BLACKTOP ROAD. THE POINT TRAVERSED EZ5066'TO WAS A SMALL ANGLE IRON SUPPORT IN THE APPROXIMATE CENTER OF THE EZ5066'FOUR SMALL ANTENNAS JUST NORTHWEST OF A SMALL BUILDING. EZ5066' EZ5066'A TRAVERSE CONNECTION WAS MADE TO STATION FROM TRIANGULATION EZ5066'STATION POOLE AND THE DISTANCE IS 232.638 METERS OR 763.25 EZ5066'FEET SOUTHWEST. EZ5066' EZ5066'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 64, 70 AND EZ5066'401, AT THE INTERSECTION OF EAST SOUTH AND SOUTH WILMINGTON EZ5066'STREETS IN THE SOUTH PART OF RALEIGH, GO EAST ON U.S. HIGHWAY EZ5066'64 FOR 0.3 MILE TO A T INTERSECTION. TURN LEFT AND CONTINUE EZ5066'NORTH ON HIGHWAY FOR 0.55 MILE TO CROSS STREET AND TRAFFIC EZ5066'LIGHT. TURN RIGHT AND GO EAST ON U.S. HIGHWAY 64 FOR 7.2 MILES EZ5066'TO A SIDE ROAD RIGHT AT SERVICE STATION. TURN RIGHT AND GO EZ5066'SOUTHERLY ON BLACKTOP ROAD FOR 0.45 MILE TO STATION ON EZ5066'THE RIGHT AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6651 *********************************************************************** EZ6651 DESIGNATION - FARABOW EZ6651 PID - EZ6651 EZ6651 STATE/COUNTY- NC/WAKE EZ6651 USGS QUAD - FUQUAY-VARINA (1993) EZ6651 EZ6651 *CURRENT SURVEY CONTROL EZ6651 ___________________________________________________________________ EZ6651* NAD 83(1986)- 35 33 41.69518(N) 078 48 24.58497(W) ADJUSTED EZ6651* NAVD 88 - 95.1 (meters) 312. (feet) VERTCON EZ6651 ___________________________________________________________________ EZ6651 LAPLACE CORR- -4.84 (seconds) DEFLEC99 EZ6651 GEOID HEIGHT- -32.73 (meters) GEOID03 EZ6651 EZ6651 HORZ ORDER - SECOND EZ6651 EZ6651.The North Carolina HARNS have been completed but, EZ6651.due to contractual restrictions, coordinates for these stations EZ6651.will NOT be published in the near future. In the interim, the EZ6651.published coordinates in North Carolina will not be EZ6651.consistent with the Continuously Operating Reference Stations EZ6651.(CORS). The HARN coordinates for these stations are available EZ6651.upon request. Contact Gary Thompson(919-733-3836). EZ6651. EZ6651.In addition, the published North Carolina positions EZ6651.(NAD 83 (1986)) are NOT consistent with those determined in EZ6651.adjacent state readjustments. The discontinuity between stations EZ6651.located in North Carolina and those in adjacent states EZ6651.which have been adjusted to the HARN may be as much as 5 EZ6651.decimeters. This will result in a significant loss of accuracy EZ6651.over lines crossing such state borders. EZ6651 EZ6651 EZ6651.The horizontal coordinates were established by classical geodetic methods EZ6651.and adjusted by the National Geodetic Survey in March 1993. EZ6651 EZ6651.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6651 EZ6651.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6651 EZ6651.The geoid height was determined by GEOID03. EZ6651 EZ6651; North East Units Scale Factor Converg. EZ6651;SPC NC - 200,977.116 627,112.119 MT 0.99988716 +0 06 41.4 EZ6651;SPC NC - 659,372.42 2,057,450.34 sFT 0.99988716 +0 06 41.4 EZ6651;UTM 17 - 3,937,536.367 698,769.373 MT 1.00008690 +1 16 33.3 EZ6651 EZ6651! - Elev Factor x Scale Factor = Combined Factor EZ6651!SPC NC - 0.99999021 x 0.99988716 = 0.99987737 EZ6651!UTM 17 - 0.99999021 x 1.00008690 = 1.00007711 EZ6651 EZ6651 SUPERSEDED SURVEY CONTROL EZ6651 EZ6651 NGVD 29 (03/10/93) 95.4 (m) 313. (f) VERT ANG EZ6651 EZ6651.Superseded values are not recommended for survey control. EZ6651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6651.See file dsdata.txt to determine how the superseded data were derived. EZ6651 EZ6651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9876937536(NAD 83) EZ6651_MARKER: DE = TRAVERSE STATION DISK EZ6651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6651_SP_SET: CONCRETE POST EZ6651_STAMPING: FARABOW 1983 EZ6651_MARK LOGO: NCGS EZ6651_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ6651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6651+STABILITY: SURFACE MOTION EZ6651 EZ6651 HISTORY - Date Condition Report By EZ6651 HISTORY - 1983 MONUMENTED NCGS EZ6651 HISTORY - 20050916 GOOD GEOCAC EZ6651 EZ6651 STATION DESCRIPTION EZ6651 EZ6651'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 EZ6651'STATION IS LOCATED APPROXIMATELY 2.7 KM (1.7 MI) SOUTH-SOUTHWEST OF EZ6651'FUQUAY VARINA. EZ6651'ALONG US 401 (MAIN ST), 2.7 KM (1.7 MI) SOUTH FROM INTERSECTION WITH EZ6651'NC 42 (ACADEMY ST), OR 0.8 KM (0.75 MI) NORTH OF THE WAKE-HARNETT EZ6651'COUNTY LINE, NEAR SOUTHEAST CORNER OF POND, AT A DRIVEWAY TO FARRABOW EZ6651'RESIDENCE. EZ6651'THE STATION IS A STANDARD NCGS DISK STAMPED---FARABOW 1983---, SET EZ6651'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 5 EZ6651'CM BELOW GROUND. LOCATED 7.25 METERS (23.8 FT) WEST-NORTHWEST FROM EZ6651'THE CENTERLINE OF HIGHWAY, 1.37 METERS (4.5 FT) NORTHEAST FROM A BLOCK EZ6651'PILLAR AT NORTH END OF BLOCK RETAINING WALL, 3.44 METERS (11.3 FT) EZ6651'SOUTH FROM THE CENTER OF NORTH ASPHALT DRIVE TO FARABOW RESIDENCE, EZ6651'10.79 METERS (35.4 FT) SOUTH-SOUTHWEST FROM THE NORTH HEADWALL OF EZ6651'DRIVEWAY, AND 11 METERS (38 FT) EAST-NORTHEAST OF POWER POLE WITH EZ6651'TRANSFORMER AND REFERENCE TAG. EZ6651'STATION IS 0.3 M (1.0 FT) ABOVE THE LEVEL OF HIGHWAY. EZ6651 EZ6651 STATION RECOVERY (2005) EZ6651 EZ6651'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ6651'RECOVERED AS DESCRIBED. MARK IS RECESSED 3 CM BELOW GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7351 *********************************************************************** AE7351 DESIGNATION - FARLESS AE7351 PID - AE7351 AE7351 STATE/COUNTY- NC/WAKE AE7351 USGS QUAD - BAYLEAF (1987) AE7351 AE7351 *CURRENT SURVEY CONTROL AE7351 ___________________________________________________________________ AE7351* NAD 83(1986)- 35 55 10.37318(N) 078 43 44.31681(W) ADJUSTED AE7351* NAVD 88 - 156.3 (meters) 513. (feet) VERTCON AE7351 ___________________________________________________________________ AE7351 LAPLACE CORR- -7.18 (seconds) DEFLEC99 AE7351 GEOID HEIGHT- -32.17 (meters) GEOID03 AE7351 AE7351 HORZ ORDER - SECOND AE7351 AE7351.The North Carolina HARNS have been completed but, AE7351.due to contractual restrictions, coordinates for these stations AE7351.will NOT be published in the near future. In the interim, the AE7351.published coordinates in North Carolina will not be AE7351.consistent with the Continuously Operating Reference Stations AE7351.(CORS). The HARN coordinates for these stations are available AE7351.upon request. Contact Gary Thompson(919-733-3836). AE7351. AE7351.In addition, the published North Carolina positions AE7351.(NAD 83 (1986)) are NOT consistent with those determined in AE7351.adjacent state readjustments. The discontinuity between stations AE7351.located in North Carolina and those in adjacent states AE7351.which have been adjusted to the HARN may be as much as 5 AE7351.decimeters. This will result in a significant loss of accuracy AE7351.over lines crossing such state borders. AE7351 AE7351 AE7351.The horizontal coordinates were established by classical geodetic methods AE7351.and adjusted by the National Geodetic Survey in March 1998. AE7351 AE7351.The NAVD 88 height was computed by applying the VERTCON shift value to AE7351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7351 AE7351.The Laplace correction was computed from DEFLEC99 derived deflections. AE7351 AE7351.The geoid height was determined by GEOID03. AE7351 AE7351; North East Units Scale Factor Converg. AE7351;SPC NC - 240,707.757 634,060.970 MT 0.99994039 +0 09 23.1 AE7351;SPC NC - 789,722.03 2,080,248.37 sFT 0.99994039 +0 09 23.1 AE7351;UTM 17 - 3,977,408.284 704,906.475 MT 1.00011739 +1 19 57.9 AE7351 AE7351! - Elev Factor x Scale Factor = Combined Factor AE7351!SPC NC - 0.99998051 x 0.99994039 = 0.99992090 AE7351!UTM 17 - 0.99998051 x 1.00011739 = 1.00009790 AE7351 AE7351|---------------------------------------------------------------------| AE7351| PID Reference Object Distance Geod. Az | AE7351| dddmmss.s | AE7351| AE7352 FARLESS AZ MK 319.969 METERS 01908 | AE7351| AE7350 NORLEE 242.356 METERS 20402 | AE7351|---------------------------------------------------------------------| AE7351 AE7351 SUPERSEDED SURVEY CONTROL AE7351 AE7351 NGVD 29 (03/10/98) 156.6 (m) 514. (f) VERT ANG AE7351 AE7351.Superseded values are not recommended for survey control. AE7351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7351.See file dsdata.txt to determine how the superseded data were derived. AE7351 AE7351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0490677408(NAD 83) AE7351_MARKER: DH = HORIZONTAL CONTROL DISK AE7351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7351_STAMPING: FARLESS 1986 AE7351_MARK LOGO: NCGS AE7351_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7351+STABILITY: SURFACE MOTION AE7351 AE7351 HISTORY - Date Condition Report By AE7351 HISTORY - 1986 MONUMENTED NCGS AE7351 AE7351 STATION DESCRIPTION AE7351 AE7351'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7351'STATION IS LOCATED ABOUT 17.5 KM (10.85 MI) NORTH-NORTHWEST OF CAPITOL AE7351'SQUARE (IN RALEIGH), IN LEESVILLE COMMUNITY. PROCEED ALONG SR 1829 AE7351'(LEESVILLE ROAD) FOR 1.3 KM (0.80 MI) NORTH FROM THE T-JUNCTION OF AE7351'LEESVILLE AND STRICKLAND ROADS, TO SR 1844 (NORWOOD ROAD), THENCE 0.2 AE7351'KM (0.10 MI) NORTH-NORTHEAST TO SR 1839 (FARLESS ROAD), AND THE AE7351'STATION, ON THE EAST SIDE OF THE Y-JUNCTION UNDER A TRANSMISSION POWER AE7351'LINE CROSSING. MARK IS FLUSH WITH GROUND AND 1 FOOT (0.3 M) LOWER THAN AE7351'ROAD. LOCATED 6.9 M (22.6 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE AE7351'ROAD, 0.9 M (3.0 FT) WEST-NORTHWEST OF A FENCE LINE, 27.3 M (89.6 FT) AE7351'SOUTH-SOUTHWEST OF A FENCE CORNER, 20.2 M (66.3 FT) SOUTH-SOUTHEAST OF AE7351'A TELEPHONE PEDESTAL WITH AN ORANGE WARNING POST, 26.7 M (87.6 FT) AE7351'SOUTHWEST OF A 30-INCH OAK--AND 4.8 M (15.7 FT) NORTH OF THE NORTH AE7351'MOST GATE POST, 34.4 M (112.9 FT) NORTH-NORTHWEST OF THE EAST MOST AE7351'TRANSMISSION LINE POLE (376)--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7352 *********************************************************************** AE7352 DESIGNATION - FARLESS AZ MK AE7352 PID - AE7352 AE7352 STATE/COUNTY- NC/WAKE AE7352 USGS QUAD - BAYLEAF (1987) AE7352 AE7352 *CURRENT SURVEY CONTROL AE7352 ___________________________________________________________________ AE7352* NAD 83(1986)- 35 55 20.18102(N) 078 43 40.13348(W) ADJUSTED AE7352* NAVD 88 - 156.9 (meters) 515. (feet) VERTCON AE7352 ___________________________________________________________________ AE7352 LAPLACE CORR- -7.17 (seconds) DEFLEC99 AE7352 GEOID HEIGHT- -32.17 (meters) GEOID03 AE7352 AE7352 HORZ ORDER - SECOND AE7352 AE7352.The North Carolina HARNS have been completed but, AE7352.due to contractual restrictions, coordinates for these stations AE7352.will NOT be published in the near future. In the interim, the AE7352.published coordinates in North Carolina will not be AE7352.consistent with the Continuously Operating Reference Stations AE7352.(CORS). The HARN coordinates for these stations are available AE7352.upon request. Contact Gary Thompson(919-733-3836). AE7352. AE7352.In addition, the published North Carolina positions AE7352.(NAD 83 (1986)) are NOT consistent with those determined in AE7352.adjacent state readjustments. The discontinuity between stations AE7352.located in North Carolina and those in adjacent states AE7352.which have been adjusted to the HARN may be as much as 5 AE7352.decimeters. This will result in a significant loss of accuracy AE7352.over lines crossing such state borders. AE7352 AE7352 AE7352.The horizontal coordinates were established by classical geodetic methods AE7352.and adjusted by the National Geodetic Survey in March 1998. AE7352 AE7352.The NAVD 88 height was computed by applying the VERTCON shift value to AE7352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7352 AE7352.The Laplace correction was computed from DEFLEC99 derived deflections. AE7352 AE7352.The geoid height was determined by GEOID03. AE7352 AE7352; North East Units Scale Factor Converg. AE7352;SPC NC - 241,010.318 634,165.015 MT 0.99994095 +0 09 25.5 AE7352;SPC NC - 790,714.68 2,080,589.72 sFT 0.99994095 +0 09 25.5 AE7352;UTM 17 - 3,977,712.971 705,004.303 MT 1.00011788 +1 20 00.7 AE7352 AE7352! - Elev Factor x Scale Factor = Combined Factor AE7352!SPC NC - 0.99998042 x 0.99994095 = 0.99992137 AE7352!UTM 17 - 0.99998042 x 1.00011788 = 1.00009830 AE7352 AE7352 SUPERSEDED SURVEY CONTROL AE7352 AE7352 NGVD 29 (03/10/98) 157.2 (m) 516. (f) VERT ANG AE7352 AE7352.Superseded values are not recommended for survey control. AE7352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7352.See file dsdata.txt to determine how the superseded data were derived. AE7352 AE7352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0500477713(NAD 83) AE7352_MARKER: DZ = AZIMUTH MARK DISK AE7352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7352_STAMPING: FARLESS 1986 AE7352_MARK LOGO: NCGS AE7352_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7352+STABILITY: SURFACE MOTION AE7352 AE7352 HISTORY - Date Condition Report By AE7352 HISTORY - 1986 MONUMENTED NCGS AE7352 AE7352 STATION DESCRIPTION AE7352 AE7352'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7352'STATION IS LOCATED ABOUT 17.5 KM (10.85 MI) NORTH-NORTHWEST OF CAPITOL AE7352'SQUARE (IN RALEIGH), IN LEESVILLE COMMUNITY. AT THE INTERSECTION OF SR AE7352'1834 (NORWOOD ROAD) AND SR 1826 (RAY ROAD), IN THE SOUTHEAST QUADRANT. AE7352'MARK IS FLUSH WITH GROUND AND 1 FOOT (0.3 M) LOWER THAN ROAD. LOCATED AE7352'14.9 M (48.9 FT) EAST-SOUTHEAST OF THE CENTERLINE OF SR 1834, 15.6 M AE7352'(51.2 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF SR 1826, 5.7 M (18.7 AE7352'FT) NORTHEAST OF A STEEL GAS LINE MARKER, AND 0.8 M (2.6 FT) AE7352'NORTH-NORTHEAST OF AN 8-INCH CREOSOTE FENCE POST WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1045 *********************************************************************** EZ1045 DESIGNATION - FARM EZ1045 PID - EZ1045 EZ1045 STATE/COUNTY- NC/WAKE EZ1045 USGS QUAD - FUQUAY-VARINA (1993) EZ1045 EZ1045 *CURRENT SURVEY CONTROL EZ1045 ___________________________________________________________________ EZ1045* NAD 83(1986)- 35 36 51.95257(N) 078 48 36.65432(W) ADJUSTED EZ1045* NAVD 88 - 133.764 (meters) 438.86 (feet) ADJUSTED EZ1045 ___________________________________________________________________ EZ1045 LAPLACE CORR- -5.04 (seconds) DEFLEC99 EZ1045 GEOID HEIGHT- -32.61 (meters) GEOID03 EZ1045 DYNAMIC HT - 133.646 (meters) 438.47 (feet) COMP EZ1045 MODELED GRAV- 979,748.2 (mgal) NAVD 88 EZ1045 EZ1045 HORZ ORDER - SECOND EZ1045 VERT ORDER - SECOND CLASS 0 EZ1045 EZ1045.The North Carolina HARNS have been completed but, EZ1045.due to contractual restrictions, coordinates for these stations EZ1045.will NOT be published in the near future. In the interim, the EZ1045.published coordinates in North Carolina will not be EZ1045.consistent with the Continuously Operating Reference Stations EZ1045.(CORS). The HARN coordinates for these stations are available EZ1045.upon request. Contact Gary Thompson(919-733-3836). EZ1045. EZ1045.In addition, the published North Carolina positions EZ1045.(NAD 83 (1986)) are NOT consistent with those determined in EZ1045.adjacent state readjustments. The discontinuity between stations EZ1045.located in North Carolina and those in adjacent states EZ1045.which have been adjusted to the HARN may be as much as 5 EZ1045.decimeters. This will result in a significant loss of accuracy EZ1045.over lines crossing such state borders. EZ1045 EZ1045 EZ1045.The horizontal coordinates were established by classical geodetic methods EZ1045.and adjusted by the National Geodetic Survey in July 1986. EZ1045 EZ1045.The orthometric height was determined by differential leveling EZ1045.and adjusted by the National Geodetic Survey in June 1991. EZ1045 EZ1045.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1045 EZ1045.The geoid height was determined by GEOID03. EZ1045 EZ1045.The dynamic height is computed by dividing the NAVD 88 EZ1045.geopotential number by the normal gravity value computed on the EZ1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1045.degrees latitude (g = 980.6199 gals.). EZ1045 EZ1045.The modeled gravity was interpolated from observed gravity values. EZ1045 EZ1045; North East Units Scale Factor Converg. EZ1045;SPC NC - 206,839.573 626,796.996 MT 0.99989256 +0 06 34.4 EZ1045;SPC NC - 678,606.17 2,056,416.48 sFT 0.99989256 +0 06 34.4 EZ1045;UTM 17 - 3,943,392.352 698,335.012 MT 1.00008477 +1 16 32.2 EZ1045 EZ1045! - Elev Factor x Scale Factor = Combined Factor EZ1045!SPC NC - 0.99998412 x 0.99989256 = 0.99987668 EZ1045!UTM 17 - 0.99998412 x 1.00008477 = 1.00006889 EZ1045 EZ1045: Primary Azimuth Mark Grid Az EZ1045:SPC NC - FLAT 311 42 14.9 EZ1045:UTM 17 - FLAT 310 32 17.1 EZ1045 EZ1045|---------------------------------------------------------------------| EZ1045| PID Reference Object Distance Geod. Az | EZ1045| dddmmss.s | EZ1045| EZ5336 WILSON 228.939 METERS 13342 | EZ1045| EZ1046 FLAT 448.746 METERS 3114849.3 | EZ1045|---------------------------------------------------------------------| EZ1045 EZ1045 SUPERSEDED SURVEY CONTROL EZ1045 EZ1045 NAD 27 - 35 36 51.39941(N) 078 48 37.61606(W) AD( ) 2 EZ1045 NGVD 29 (??/??/92) 134.026 (m) 439.72 (f) ADJ UNCH 2 0 EZ1045 EZ1045.Superseded values are not recommended for survey control. EZ1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1045.See file dsdata.txt to determine how the superseded data were derived. EZ1045 EZ1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9833543392(NAD 83) EZ1045_MARKER: DE = TRAVERSE STATION DISK EZ1045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1045_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1045_STAMPING: FARM 1967 EZ1045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1045+STABILITY: SURFACE MOTION EZ1045 EZ1045 HISTORY - Date Condition Report By EZ1045 HISTORY - 1967 MONUMENTED NCGS EZ1045 HISTORY - 1973 GOOD NCGS EZ1045 HISTORY - 1979 MARK NOT FOUND LOCSUR EZ1045 HISTORY - 1979 GOOD LOCSUR EZ1045 HISTORY - 1987 GOOD USPSQD EZ1045 EZ1045 STATION DESCRIPTION EZ1045 EZ1045'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1045'FARM IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ1045'THE VICINITY OF APEX, NORTH CAROLINA. EZ1045' EZ1045'FARM IS LOCATED APPROXIMATELY 2.2 MILES NNW OF FUQUAY EZ1045'SPRINGS. TO REACH STATION PROCEED FROM THE INTERSECTION OF EZ1045'NC 55 WITH U.S. 401 IN FUQUAY-VARINA, GO NORTH ON NC 55 FOR 1.9 EZ1045'MILES TO STATION. WHICH IS ON THE EAST BANK OF NC 55 AT NORTH EZ1045'SIDE OF DRIVEWAY TO ONE STORY BRICK HOUSE, ABOUT 300 FEET SOUTH EZ1045'OF FARM HOUSE RESTAURANT, AND 1.0 MILE SOUTH OF INTERSECTION OF EZ1045'SR 1113 WITH NC 55 AND AT SOUTH SIDE OF TELEPHONE LINE THAT EZ1045'CROSSES NC 55. EZ1045' EZ1045'STATION MARK IS STANDARD N. C. BRASS TRAVERSE DISK, STAMPED FARM EZ1045'1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ1045'IS FLUSH WITH THE SURFACE OF THE GROUND. EZ1045' EZ1045'MARK IS EZ1045' EZ1045'28.9 FT NE OF C/L OF NC 55 EZ1045' EZ1045'63.5 FT ENE OF TP 10 WITH PEDESTAL ON W SIDE OF NC 55, AND EZ1045'WITH ALUMINUM REF. TAG EZ1045' EZ1045'10.1 FT SE OF PP WITH TRANSFORMER ON E SIDE OF NC 55, AND WITH EZ1045'ALUMINUM REF. TAG EZ1045' EZ1045'12.8 FT SW OF TP ON E SIDE OF NC 55, AND WITH ALUMINUM REF. TAG EZ1045' EZ1045'9.7 FT N OF N END OF CULVERT UNDER DRIVEWAY TO ONE STORY BRICK EZ1045'HOUSE EZ1045' EZ1045'13.4 FT NW OF C/L OF DRIVEWAY TO ONE STORY BRICK HOUSE EZ1045 EZ1045 STATION RECOVERY (1973) EZ1045 EZ1045'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1045'2.2 MI NNW FROM FUQUAY VARINA. EZ1045'FARM IS LOCATED APPROXIMATELY 15.0 MILES SW OF CAPITOL SQUARE EZ1045'IN RALEIGH. TO REACH STATION FROM INTERSECTION OF U.S. 401 AND EZ1045'NC 55 IN FUQUAY-VARINA, PROCEED NW ALONG NC 55 FOR 1.9 MILES EZ1045'TO STATION ON RIGHT ON TOP OF BANK, 0.1 MILES SE OF INTERSECTION EZ1045'WITH SR 1113, AND ABOUT 300 FT S OF FARM HOUSE RESTAURANT, 28.9 FT EZ1045'NE OF C/L OF NC 55, 13.4 FT NW OF C/L OF DRIVEWAY TO 1-STORY EZ1045'BRICK HOUSE, 9.7 FT N OF N END OF CULVERT UNDER DRIVEWAY, 5.8 FT EZ1045'SE OF PP W/TRANSFORMER AND WITH ALUMINUM REF. TAG, 12.8 FT SW EZ1045'OF TP W/ALUMINUM REF. TAG, AND 63.5 FT ENE OF TP 10 WITH EZ1045'PEDESTAL AND ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER EZ1045'FLUSH WITH THE SURFACE OF THE GROUND. EZ1045 EZ1045 STATION RECOVERY (1979) EZ1045 EZ1045'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (CWR) EZ1045'THE STATION WAS REPORTED PROBABLY DESTROYED BY SHOULDER IMPROVEMENTS. EZ1045 EZ1045 STATION RECOVERY (1979) EZ1045 EZ1045'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (ARB) EZ1045'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ1045 EZ1045 STATION RECOVERY (1987) EZ1045 EZ1045'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCB) EZ1045'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6652 *********************************************************************** EZ6652 DESIGNATION - FARM HOUSE EZ6652 PID - EZ6652 EZ6652 STATE/COUNTY- NC/WAKE EZ6652 USGS QUAD - FUQUAY-VARINA (1993) EZ6652 EZ6652 *CURRENT SURVEY CONTROL EZ6652 ___________________________________________________________________ EZ6652* NAD 83(1986)- 35 34 26.67592(N) 078 46 10.48316(W) ADJUSTED EZ6652* NAVD 88 - 124.9 (meters) 410. (feet) VERTCON EZ6652 ___________________________________________________________________ EZ6652 LAPLACE CORR- -4.56 (seconds) DEFLEC99 EZ6652 GEOID HEIGHT- -32.81 (meters) GEOID03 EZ6652 EZ6652 HORZ ORDER - SECOND EZ6652 EZ6652.The North Carolina HARNS have been completed but, EZ6652.due to contractual restrictions, coordinates for these stations EZ6652.will NOT be published in the near future. In the interim, the EZ6652.published coordinates in North Carolina will not be EZ6652.consistent with the Continuously Operating Reference Stations EZ6652.(CORS). The HARN coordinates for these stations are available EZ6652.upon request. Contact Gary Thompson(919-733-3836). EZ6652. EZ6652.In addition, the published North Carolina positions EZ6652.(NAD 83 (1986)) are NOT consistent with those determined in EZ6652.adjacent state readjustments. The discontinuity between stations EZ6652.located in North Carolina and those in adjacent states EZ6652.which have been adjusted to the HARN may be as much as 5 EZ6652.decimeters. This will result in a significant loss of accuracy EZ6652.over lines crossing such state borders. EZ6652 EZ6652 EZ6652.The horizontal coordinates were established by classical geodetic methods EZ6652.and adjusted by the National Geodetic Survey in March 1993. EZ6652 EZ6652.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6652 EZ6652.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6652 EZ6652.The geoid height was determined by GEOID03. EZ6652 EZ6652; North East Units Scale Factor Converg. EZ6652;SPC NC - 202,370.455 630,485.647 MT 0.99988836 +0 07 58.8 EZ6652;SPC NC - 663,943.73 2,068,518.33 sFT 0.99988836 +0 07 58.8 EZ6652;UTM 17 - 3,938,998.294 702,114.576 MT 1.00010342 +1 17 52.8 EZ6652 EZ6652! - Elev Factor x Scale Factor = Combined Factor EZ6652!SPC NC - 0.99998554 x 0.99988836 = 0.99987390 EZ6652!UTM 17 - 0.99998554 x 1.00010342 = 1.00008896 EZ6652 EZ6652 SUPERSEDED SURVEY CONTROL EZ6652 EZ6652 NGVD 29 (03/10/93) 125.2 (m) 411. (f) VERT ANG EZ6652 EZ6652.Superseded values are not recommended for survey control. EZ6652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6652.See file dsdata.txt to determine how the superseded data were derived. EZ6652 EZ6652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0211538998(NAD 83) EZ6652_MARKER: DE = TRAVERSE STATION DISK EZ6652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6652_SP_SET: CONCRETE POST EZ6652_STAMPING: FARM HOUSE 1983 EZ6652_MARK LOGO: NCGS EZ6652_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ6652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6652+STABILITY: SURFACE MOTION EZ6652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6652+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2004 EZ6652 EZ6652 HISTORY - Date Condition Report By EZ6652 HISTORY - 1983 MONUMENTED NCGS EZ6652 HISTORY - 20041106 GOOD GEOCAC EZ6652 EZ6652 STATION DESCRIPTION EZ6652 EZ6652'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 EZ6652'STATION IS LOCATED ABOUT 3.1 KM (1.9 MI) EAST-SOUTHEAST OF FUQUAY EZ6652'VARINA. EZ6652'PROCEED ALONG US 401 FOR 1.7 KM (1.05 MI) EAST FROM NC 55 NORTH (IN EZ6652'FUQUAY VARINA), THENCE SOUTH ALONG SR 1301 FOR 2.1 KM (1.3 MI) TO THE EZ6652'STATION, IN THE NORTHWEST CORNER OF THE YARD OF A LARGE FRAME FARM EZ6652'HOUSE, OR 0.2 KM (0.1 MI) NORTH FROM SR 2766. EZ6652'THE STATION IS A STANDARD NCGS DISK STAMPED---FARM HOUSE 1983---, SET EZ6652'INTO THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER RECESSED 2 EZ6652'CM BELOW GROUND. LOCATED 6.61 M (21.7 FT) EAST OF THE CENTERLINE OF EZ6652'THE HIGHWAY, 14.36 M (47.1 FT) NORTH OF A 36-INCH OAK, 3.38 M EZ6652'(11.1 FT) NORTH-NORTHWEST OF A 24-INCH PECAN, 35.14 M (115.3 FT) EZ6652'NORTHWEST OF THE NORTHEAST CORNER OF THE FARM HOUSE, AND 16.82 M EZ6652'(55.2 FT) EAST-NORTHEAST OF A POWER POLE WITH A TRANSFORMER AND A EZ6652'REFERENCE TAG. EZ6652'MARK IS LEVEL WITH ROAD. EZ6652 EZ6652 STATION RECOVERY (2004) EZ6652 EZ6652'RECOVERY NOTE BY GEOCACHING 2004 (PFF) EZ6652'RECOVERED IN GOOD CONDITION. REFERENCED HOUSE IS GONE, BUT REFERENCED EZ6652'TREES REMAIN. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7349 *********************************************************************** AE7349 DESIGNATION - FARMRIDGE AE7349 PID - AE7349 AE7349 STATE/COUNTY- NC/WAKE AE7349 USGS QUAD - BAYLEAF (1987) AE7349 AE7349 *CURRENT SURVEY CONTROL AE7349 ___________________________________________________________________ AE7349* NAD 83(1986)- 35 54 58.09444(N) 078 43 46.58830(W) ADJUSTED AE7349* NAVD 88 - 160.4 (meters) 526. (feet) VERTCON AE7349 ___________________________________________________________________ AE7349 LAPLACE CORR- -7.20 (seconds) DEFLEC99 AE7349 GEOID HEIGHT- -32.17 (meters) GEOID03 AE7349 AE7349 HORZ ORDER - SECOND AE7349 AE7349.The North Carolina HARNS have been completed but, AE7349.due to contractual restrictions, coordinates for these stations AE7349.will NOT be published in the near future. In the interim, the AE7349.published coordinates in North Carolina will not be AE7349.consistent with the Continuously Operating Reference Stations AE7349.(CORS). The HARN coordinates for these stations are available AE7349.upon request. Contact Gary Thompson(919-733-3836). AE7349. AE7349.In addition, the published North Carolina positions AE7349.(NAD 83 (1986)) are NOT consistent with those determined in AE7349.adjacent state readjustments. The discontinuity between stations AE7349.located in North Carolina and those in adjacent states AE7349.which have been adjusted to the HARN may be as much as 5 AE7349.decimeters. This will result in a significant loss of accuracy AE7349.over lines crossing such state borders. AE7349 AE7349 AE7349.The horizontal coordinates were established by classical geodetic methods AE7349.and adjusted by the National Geodetic Survey in March 1998. AE7349 AE7349.The NAVD 88 height was computed by applying the VERTCON shift value to AE7349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7349 AE7349.The Laplace correction was computed from DEFLEC99 derived deflections. AE7349 AE7349.The geoid height was determined by GEOID03. AE7349 AE7349; North East Units Scale Factor Converg. AE7349;SPC NC - 240,329.177 634,005.056 MT 0.99993970 +0 09 21.8 AE7349;SPC NC - 788,479.97 2,080,064.92 sFT 0.99993970 +0 09 21.8 AE7349;UTM 17 - 3,977,028.568 704,858.336 MT 1.00011715 +1 19 56.2 AE7349 AE7349! - Elev Factor x Scale Factor = Combined Factor AE7349!SPC NC - 0.99997988 x 0.99993970 = 0.99991958 AE7349!UTM 17 - 0.99997988 x 1.00011715 = 1.00009702 AE7349 AE7349 SUPERSEDED SURVEY CONTROL AE7349 AE7349 NGVD 29 (03/10/98) 160.7 (m) 527. (f) VERT ANG AE7349 AE7349.Superseded values are not recommended for survey control. AE7349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7349.See file dsdata.txt to determine how the superseded data were derived. AE7349 AE7349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0485877029(NAD 83) AE7349_MARKER: DH = HORIZONTAL CONTROL DISK AE7349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7349_STAMPING: FARMRIDGE 1986 AE7349_MARK LOGO: NCGS AE7349_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7349+STABILITY: SURFACE MOTION AE7349 AE7349 HISTORY - Date Condition Report By AE7349 HISTORY - 1986 MONUMENTED NCGS AE7349 AE7349 STATION DESCRIPTION AE7349 AE7349'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7349'STATION IS LOCATED ABOUT 17.2 KM (10.70 MI) NORTH-NORTHWEST OF CAPITOL AE7349'SQUARE (IN RALEIGH), IN LEESVILLE COMMUNITY. ALONG SR 1829 (LEESVILLE AE7349'ROAD) FOR 1.2 KM (0.75 MI) NORTH FROM THE T-JUNCTION OF LEESVILLE AND AE7349'STRICKLAND ROADS, AT SR 3299 (FARMRIDGE ROAD), IN THE SOUTHWEST AE7349'QUADRANT OF THE T-INTERSECTION. MARK IS FLUSH WITH GROUND AND 1 FOOT AE7349'(0.3 M) LOWER THAN ROAD. LOCATED 8.8 M (28.9 FT) WEST-SOUTHWEST OF THE AE7349'CENTERLINE OF SR 1829, 9.0 M (29.5 FT) SOUTH-SOUTHEAST OF THE AE7349'CENTERLINE OF SR 3299, 41.5 M (136.2 FT) EAST OF THE EAST END OF A AE7349'DRIVEWAY CULVERT, 27.7 M (90.9 FT) NORTHEAST OF A CONCRETE SEPTIC TANK AE7349'COVER, 1.5 M (4.9 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A AE7349'CABLEVISION BOX, AND 0.3 M (1.0 FT) EAST-SOUTHEAST OF THE CORNER POST AE7349'OF A SPLIT RAIL FENCE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5348 *********************************************************************** EZ5348 DESIGNATION - FARRAR EZ5348 PID - EZ5348 EZ5348 STATE/COUNTY- NC/WAKE EZ5348 USGS QUAD - NEW HILL (1983) EZ5348 EZ5348 *CURRENT SURVEY CONTROL EZ5348 ___________________________________________________________________ EZ5348* NAD 83(1986)- 35 41 30.64202(N) 078 54 47.70725(W) ADJUSTED EZ5348* NAVD 88 - 108.57 (+/-2cm) 356.2 (feet) VERTCON EZ5348 ___________________________________________________________________ EZ5348 LAPLACE CORR- -5.93 (seconds) DEFLEC99 EZ5348 GEOID HEIGHT- -32.09 (meters) GEOID03 EZ5348 EZ5348 HORZ ORDER - THIRD EZ5348 VERT ORDER - THIRD ? (See Below) EZ5348 EZ5348.The North Carolina HARNS have been completed but, EZ5348.due to contractual restrictions, coordinates for these stations EZ5348.will NOT be published in the near future. In the interim, the EZ5348.published coordinates in North Carolina will not be EZ5348.consistent with the Continuously Operating Reference Stations EZ5348.(CORS). The HARN coordinates for these stations are available EZ5348.upon request. Contact Gary Thompson(919-733-3836). EZ5348. EZ5348.In addition, the published North Carolina positions EZ5348.(NAD 83 (1986)) are NOT consistent with those determined in EZ5348.adjacent state readjustments. The discontinuity between stations EZ5348.located in North Carolina and those in adjacent states EZ5348.which have been adjusted to the HARN may be as much as 5 EZ5348.decimeters. This will result in a significant loss of accuracy EZ5348.over lines crossing such state borders. EZ5348 EZ5348 EZ5348.The horizontal coordinates were established by classical geodetic methods EZ5348.and adjusted by the National Geodetic Survey in July 1986. EZ5348 EZ5348.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5348.The vertical order pertains to the NGVD 29 superseded value. EZ5348 EZ5348.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5348 EZ5348.The geoid height was determined by GEOID03. EZ5348 EZ5348; North East Units Scale Factor Converg. EZ5348;SPC NC - 215,414.933 617,452.283 MT 0.99990201 +0 03 00.2 EZ5348;SPC NC - 706,740.49 2,025,758.03 sFT 0.99990201 +0 03 00.2 EZ5348;UTM 17 - 3,951,777.008 688,816.031 MT 1.00003934 +1 13 04.2 EZ5348 EZ5348! - Elev Factor x Scale Factor = Combined Factor EZ5348!SPC NC - 0.99998800 x 0.99990201 = 0.99989001 EZ5348!UTM 17 - 0.99998800 x 1.00003934 = 1.00002734 EZ5348 EZ5348: Primary Azimuth Mark Grid Az EZ5348:SPC NC - FARRAR AZ MK 050 05 04.3 EZ5348:UTM 17 - FARRAR AZ MK 048 55 00.3 EZ5348 EZ5348|---------------------------------------------------------------------| EZ5348| PID Reference Object Distance Geod. Az | EZ5348| dddmmss.s | EZ5348| EZ6193 FARRAR RM 1 32.301 METERS 01429 | EZ5348| EZ6192 FARRAR AZ MK 0500804.5 | EZ5348| EZ6194 FARRAR RM 2 32.440 METERS 21951 | EZ5348| EZ5358 LESHIAN 139.523 METERS 23147 | EZ5348|---------------------------------------------------------------------| EZ5348 EZ5348 SUPERSEDED SURVEY CONTROL EZ5348 EZ5348 NAD 27 - 35 41 30.10250(N) 078 54 48.68020(W) AD( ) 3 EZ5348 NGVD 29 (07/19/86) 108.82 (m) 357.0 (f) LEVELING 3 EZ5348 EZ5348.Superseded values are not recommended for survey control. EZ5348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5348.See file dsdata.txt to determine how the superseded data were derived. EZ5348 EZ5348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8881651777(NAD 83) EZ5348_MARKER: DS = TRIANGULATION STATION DISK EZ5348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5348 EZ5348 HISTORY - Date Condition Report By EZ5348 HISTORY - 1957 MONUMENTED CGS EZ5348 HISTORY - 1970 GOOD NCGS EZ5348 EZ5348 STATION DESCRIPTION EZ5348 EZ5348'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE) EZ5348'STATION IS LOCATED IN A FARM YARD ALONG U.S. HIGHWAY NO. 1 ABOUT EZ5348'4-1/2 MILES SOUTHWEST OF APEX AND ABOUT 1-1/2 MILES NORTHEAST EZ5348'OF THE VILLAGE OF NEWHILL. STATION IS 16 FEET SOUTH-SOUTHEAST OF EZ5348'SOUTHEAST CORNER OF LOG BUILDING, 20 FEET SOUTHEAST OF SOUTHWEST EZ5348'CORNER OF LOG BUILDING AND 13-1/2 FEET NORTHWEST OF APPROXIMATE EZ5348'CENTERLINE OF FIELD ROAD. THE MARK IS SET FLUSH AND THE DISK IS EZ5348'STAMPED FARRAR 1957. EZ5348' EZ5348'REFERENCE MARK NO. 1 IS 2 FEET EAST OF SOUTHWEST CORNER OF EZ5348'HOUSE. THE MARK IS FLUSH AND THE DISK IS STAMPED FARRAR NO 1 1957. EZ5348' EZ5348'REFERENCE MARK NO. 2 IS 9 FEET SOUTHEAST OF APPROXIMATE CENTERLINE EZ5348'OF FIELD ROAD, AND 5 FEET NORTHWEST OF EDGE OF DITCH. THE MARK EZ5348'PROJECTS 6 INCHES AND THE DISK IS STAMPED FARRAR NO 2 1957. EZ5348' EZ5348'AZIMUTH MARK IS 33 FEET NORTHWEST OF APPROXIMATE CENTERLINE OF EZ5348'U.S. HIGHWAY NO. 1 AND 2 FEET WEST-SOUTHWEST OF WITNESS POST. THE EZ5348'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED FARRAR 1957. EZ5348' EZ5348'TO REACH FROM THE MAIN INTERSECTION IN THE VILLAGE OF NEWHILL, EZ5348'GO NORTHEASTERLY ON U.S. HIGHWAY NO. 1 FOR 1.5 MILE TO DRIVEWAY EZ5348'RIGHT. (CONTINUE NORTHEASTERLY ON U.S. HIGHWAY NO. 1 FOR 0.25 MILE EZ5348'TO AZIMUTH MARK ON LEFT (NORTHWEST) SIDE OF HIGHWAY). TURN RIGHT EZ5348'AND GO SOUTHEASTERLY ON DRIVEWAY FOR 0.05 MILE TO LOG BUILDING EZ5348'AND STATION AS DESCRIBED. EZ5348' EZ5348'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. EZ5348 EZ5348 STATION RECOVERY (1970) EZ5348 EZ5348'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ5348'FARRAR 1957 GOOD EZ5348' EZ5348'RM 1 GOOD EZ5348' EZ5348'RM 2 GOOD EZ5348' EZ5348'AZ. MARK GOOD 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0866 *********************************************************************** EZ0866 DESIGNATION - FAUST EZ0866 PID - EZ0866 EZ0866 STATE/COUNTY- NC/WAKE EZ0866 USGS QUAD - WAKE FOREST (1987) EZ0866 EZ0866 *CURRENT SURVEY CONTROL EZ0866 ___________________________________________________________________ EZ0866* NAD 83(1986)- 35 58 52.20053(N) 078 37 09.51855(W) ADJUSTED EZ0866* NAVD 88 - 115.133 (meters) 377.73 (feet) ADJUSTED EZ0866 ___________________________________________________________________ EZ0866 LAPLACE CORR- -6.54 (seconds) DEFLEC99 EZ0866 GEOID HEIGHT- -32.47 (meters) GEOID03 EZ0866 DYNAMIC HT - 115.036 (meters) 377.41 (feet) COMP EZ0866 MODELED GRAV- 979,790.4 (mgal) NAVD 88 EZ0866 EZ0866 HORZ ORDER - SECOND EZ0866 VERT ORDER - SECOND CLASS 0 EZ0866 EZ0866.The North Carolina HARNS have been completed but, EZ0866.due to contractual restrictions, coordinates for these stations EZ0866.will NOT be published in the near future. In the interim, the EZ0866.published coordinates in North Carolina will not be EZ0866.consistent with the Continuously Operating Reference Stations EZ0866.(CORS). The HARN coordinates for these stations are available EZ0866.upon request. Contact Gary Thompson(919-733-3836). EZ0866. EZ0866.In addition, the published North Carolina positions EZ0866.(NAD 83 (1986)) are NOT consistent with those determined in EZ0866.adjacent state readjustments. The discontinuity between stations EZ0866.located in North Carolina and those in adjacent states EZ0866.which have been adjusted to the HARN may be as much as 5 EZ0866.decimeters. This will result in a significant loss of accuracy EZ0866.over lines crossing such state borders. EZ0866 EZ0866 EZ0866.The horizontal coordinates were established by classical geodetic methods EZ0866.and adjusted by the National Geodetic Survey in July 1986. EZ0866 EZ0866.The orthometric height was determined by differential leveling EZ0866.and adjusted by the National Geodetic Survey in June 1991. EZ0866 EZ0866.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0866 EZ0866.The geoid height was determined by GEOID03. EZ0866 EZ0866.The dynamic height is computed by dividing the NAVD 88 EZ0866.geopotential number by the normal gravity value computed on the EZ0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0866.degrees latitude (g = 980.6199 gals.). EZ0866 EZ0866.The modeled gravity was interpolated from observed gravity values. EZ0866 EZ0866; North East Units Scale Factor Converg. EZ0866;SPC NC - 247,576.926 643,932.049 MT 0.99995351 +0 13 11.0 EZ0866;SPC NC - 812,258.63 2,112,633.73 sFT 0.99995351 +0 13 11.0 EZ0866;UTM 17 - 3,984,480.302 714,636.161 MT 1.00016769 +1 23 57.2 EZ0866 EZ0866! - Elev Factor x Scale Factor = Combined Factor EZ0866!SPC NC - 0.99998703 x 0.99995351 = 0.99994054 EZ0866!UTM 17 - 0.99998703 x 1.00016769 = 1.00015471 EZ0866 EZ0866: Primary Azimuth Mark Grid Az EZ0866:SPC NC - PET 241 15 50.9 EZ0866:UTM 17 - PET 240 05 04.7 EZ0866 EZ0866|---------------------------------------------------------------------| EZ0866| PID Reference Object Distance Geod. Az | EZ0866| dddmmss.s | EZ0866| EZ0865 RIDGE 265.525 METERS 09530 | EZ0866| EZ5004 PET 417.296 METERS 2412901.9 | EZ0866| EZ0867 FN 48 APPROX. 0.5 KM 2521959.8 | EZ0866|---------------------------------------------------------------------| EZ0866 EZ0866 SUPERSEDED SURVEY CONTROL EZ0866 EZ0866 NAD 27 - 35 58 51.66290(N) 078 37 10.51017(W) AD( ) 2 EZ0866 NGVD 29 (??/??/92) 115.406 (m) 378.63 (f) ADJ UNCH 2 0 EZ0866 EZ0866.Superseded values are not recommended for survey control. EZ0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0866.See file dsdata.txt to determine how the superseded data were derived. EZ0866 EZ0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1463684480(NAD 83) EZ0866_MARKER: DE = TRAVERSE STATION DISK EZ0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0866_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EZ0866_STAMPING: FAUST 1970 EZ0866_MARK LOGO: NCGS EZ0866_MAGNETIC: N = NO MAGNETIC MATERIAL EZ0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0866+STABILITY: SURFACE MOTION EZ0866 EZ0866 HISTORY - Date Condition Report By EZ0866 HISTORY - 1970 MONUMENTED NCGS EZ0866 HISTORY - 1972 GOOD NCGS EZ0866 HISTORY - 19850101 SEE DESCRIPTION NCGS EZ0866 EZ0866 STATION DESCRIPTION EZ0866 EZ0866'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ0866'FAUST IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0866'VICINITY OF NORTHWEST WAKE COUNTY. EZ0866' EZ0866'FAUST IS LOCATED APPROXIMATELY 2.75 MILES NNE OF BAYLEAF AND 3.7 EZ0866'MILES NNW OF FALLS. TO REACH STATION PROCEED FROM THE INTERSECTION EZ0866'OF NC 50 AND NC 98, GO EAST ON NC 98 FOR 3.55 MILES TO INTERSECTION EZ0866'OF NC 98 AND SR 2003, CONTINUE EAST ON NC 98 FOR 0.35 MILE TO EZ0866'STATION ON LEFT, IN SOUTHWEST CORNER OF YARD OWNED BY MR. FAUST, AND EZ0866'0.4 MILE WEST OF INTERSECTION OF NC 98 AND SR 1917. EZ0866' EZ0866'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ0866'FAUST 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ0866'IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0866' EZ0866'MARK IS-- EZ0866'35.4 FEET N OF C/L OF NC 98. EZ0866'16.5 FEET SW OF 14 INCH CHINABALL TREE (MEASURED HORIZONTALLY). EZ0866'36.7 FEET WSW OF 6 INCH CHINABALL TREE (MEASURED HORIZONTALLY). EZ0866'40.4 FEET S OF SW CORNER OF HOUSE (MEASURED HORIZONTALLY). EZ0866'122.3 FEET ENE OF ALUMINUM REF. TAG ON PP NO. 14 W/2 EZ0866'TRANSFORMERS. 105.1 FEET W OF C/L OF DRIVEWAY. EZ0866 EZ0866 STATION RECOVERY (1972) EZ0866 EZ0866'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0866'2.8 MI NNE FROM BAYLEAF. EZ0866'STATION IS 2.75 MI. NNE OF BAYLEAF AND 3.7 MILES NNW OF FALLS. EZ0866'FROM INTERSECTION OF NC 50 AND NC 98 GO E ON NC 98 FOR 3.55 MILES EZ0866'TO INTERSECTION OF NC 98 AND SR 2003, CONTINUE E ON NC 98 FOR EZ0866'0.35 MILE TO STATION ON LEFT, IN SW CORNER OF YARD OWNED BY MR. EZ0866'FAUST, AND 0.4 MILE W OF INTERSECTION OF NC 98 AND SR 1917, EZ0866'35.4 FT N OF C/L OF NC 98, 40.4 FT S OF SW CORNER OF HOUSE, 122.3 EZ0866'FT ENE OF ALUM. REF. TAG ON PP 14 W/2 TRANSFORMERS AND 105.1 EZ0866'FT W OF C/L OF DRIVEWAY. STATION IS FLUSH WITH THE GROUND. EZ0866 EZ0866 STATION RECOVERY (1985) EZ0866 EZ0866'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0866'MARK HAS BEEN DESTROYED. REFERENCE DISTANCE FROM HOUSE PLACES STATION EZ0866'ABOUT HALF WAY DOWN A 6-FT CUT FOR NEW NC 98. BOTH TREES ARE GONE DUE EZ0866'TO ROAD CONSTRUCTION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6549 *********************************************************************** EZ6549 DESIGNATION - FEDERAL EZ6549 PID - EZ6549 EZ6549 STATE/COUNTY- NC/WAKE EZ6549 USGS QUAD - RALEIGH WEST (1988) EZ6549 EZ6549 *CURRENT SURVEY CONTROL EZ6549 ___________________________________________________________________ EZ6549* NAD 83(1986)- 35 50 24.15867(N) 078 38 33.61058(W) ADJUSTED EZ6549* NAVD 88 - 120.735 (meters) 396.11 (feet) ADJUSTED EZ6549 ___________________________________________________________________ EZ6549 LAPLACE CORR- -7.13 (seconds) DEFLEC99 EZ6549 GEOID HEIGHT- -32.74 (meters) GEOID03 EZ6549 DYNAMIC HT - 120.633 (meters) 395.78 (feet) COMP EZ6549 MODELED GRAV- 979,783.2 (mgal) NAVD 88 EZ6549 EZ6549 HORZ ORDER - SECOND EZ6549 VERT ORDER - SECOND CLASS II EZ6549 EZ6549.The North Carolina HARNS have been completed but, EZ6549.due to contractual restrictions, coordinates for these stations EZ6549.will NOT be published in the near future. In the interim, the EZ6549.published coordinates in North Carolina will not be EZ6549.consistent with the Continuously Operating Reference Stations EZ6549.(CORS). The HARN coordinates for these stations are available EZ6549.upon request. Contact Gary Thompson(919-733-3836). EZ6549. EZ6549.In addition, the published North Carolina positions EZ6549.(NAD 83 (1986)) are NOT consistent with those determined in EZ6549.adjacent state readjustments. The discontinuity between stations EZ6549.located in North Carolina and those in adjacent states EZ6549.which have been adjusted to the HARN may be as much as 5 EZ6549.decimeters. This will result in a significant loss of accuracy EZ6549.over lines crossing such state borders. EZ6549 EZ6549 EZ6549.The horizontal coordinates were established by classical geodetic methods EZ6549.and adjusted by the National Geodetic Survey in December 1992. EZ6549 EZ6549.The orthometric height was determined by differential leveling EZ6549.and adjusted by the National Geodetic Survey in September 1998. EZ6549 EZ6549.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6549 EZ6549.The geoid height was determined by GEOID03. EZ6549 EZ6549.The dynamic height is computed by dividing the NAVD 88 EZ6549.geopotential number by the normal gravity value computed on the EZ6549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6549.degrees latitude (g = 980.6199 gals.). EZ6549 EZ6549.The modeled gravity was interpolated from observed gravity values. EZ6549 EZ6549; North East Units Scale Factor Converg. EZ6549;SPC NC - 231,911.550 641,881.898 MT 0.99992519 +0 12 22.5 EZ6549;SPC NC - 760,863.14 2,105,907.53 sFT 0.99992519 +0 12 22.5 EZ6549;UTM 17 - 3,968,772.595 712,907.845 MT 1.00015860 +1 22 50.9 EZ6549 EZ6549! - Elev Factor x Scale Factor = Combined Factor EZ6549!SPC NC - 0.99998619 x 0.99992519 = 0.99991138 EZ6549!UTM 17 - 0.99998619 x 1.00015860 = 1.00014479 EZ6549 EZ6549 SUPERSEDED SURVEY CONTROL EZ6549 EZ6549 NGVD 29 (12/28/92) 121.01 (m) 397.0 (f) LEVELING 3 EZ6549 EZ6549.Superseded values are not recommended for survey control. EZ6549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6549.See file dsdata.txt to determine how the superseded data were derived. EZ6549 EZ6549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1290868773(NAD 83) EZ6549_MARKER: DH = HORIZONTAL CONTROL DISK EZ6549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6549_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6549_STAMPING: FEDERAL 1984 EZ6549_MARK LOGO: NCGS EZ6549_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6549+STABILITY: SURFACE MOTION EZ6549 EZ6549 HISTORY - Date Condition Report By EZ6549 HISTORY - 1984 MONUMENTED NCGS EZ6549 HISTORY - 19870101 GOOD NCGS EZ6549 EZ6549 STATION DESCRIPTION EZ6549 EZ6549'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6549'THE STATION IS IN RALEIGH, AT THE NORTH HILLS SHOPPING CENTER. EZ6549' EZ6549'AT THE INTERSECTION OF SIX FORKS ROAD AND LASSITER MILL ROAD, IN EZ6549'THE NORTHWEST QUADRANT, AND IN FRONT OF THE FIRST FEDERAL SAVINGS, EZ6549'BETWEEN THE SIDEWALK AND THE CURB OF THE PARKING LOT, ON THE EZ6549'PROLONGATION OF THE SOUTH SIDE OF THE FIRST FEDERAL COMPLEX. EZ6549' EZ6549'THE STATION IS A STANDARD NCGS DISK STAMPED---FEDERAL 1984---, EZ6549'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6549'25 CM IN DIAMETER RECESSED 1 CM BELOW GROUND. LOCATED EZ6549'0.8 METERS (2.5 FT) WEST OF THE EDGE OF THE SIDEWALK, EZ6549'3.8 METERS (12.5 FT) WEST OF THE CURB OF SIX FORKS ROAD, EZ6549'57.9 METERS (189.1 FT) NORTH OF THE CURB OF LASSITER MILL ROAD, EZ6549'6.9 METERS (22.6 FT) EAST OF THE CURB OF A DRIVEWAY (IN THE PARKING EZ6549'LOT), EZ6549'6.0 METERS (19.6 FT) SOUTH-SOUTHEAST OF A 12-INCH OAK, AND EZ6549'8.1 METERS (26.6 FT) NORTH OF A 14-INCH OAK--BOTH WITH REFERENCE EZ6549'TAGS. EZ6549' EZ6549'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK. EZ6549 EZ6549 STATION RECOVERY (1987) EZ6549 EZ6549'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ6549'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2662 *********************************************************************** EZ2662 DESIGNATION - FENCE EZ2662 PID - EZ2662 EZ2662 STATE/COUNTY- NC/WAKE EZ2662 USGS QUAD - LAKE WHEELER (1993) EZ2662 EZ2662 *CURRENT SURVEY CONTROL EZ2662 ___________________________________________________________________ EZ2662* NAD 83(1986)- 35 41 34.15455(N) 078 38 06.25957(W) ADJUSTED EZ2662* NAVD 88 - 99.056 (meters) 324.99 (feet) ADJUSTED EZ2662 ___________________________________________________________________ EZ2662 LAPLACE CORR- -7.22 (seconds) DEFLEC99 EZ2662 GEOID HEIGHT- -33.11 (meters) GEOID03 EZ2662 DYNAMIC HT - 98.968 (meters) 324.70 (feet) COMP EZ2662 MODELED GRAV- 979,752.7 (mgal) NAVD 88 EZ2662 EZ2662 HORZ ORDER - SECOND EZ2662 VERT ORDER - SECOND CLASS I EZ2662 EZ2662.The North Carolina HARNS have been completed but, EZ2662.due to contractual restrictions, coordinates for these stations EZ2662.will NOT be published in the near future. In the interim, the EZ2662.published coordinates in North Carolina will not be EZ2662.consistent with the Continuously Operating Reference Stations EZ2662.(CORS). The HARN coordinates for these stations are available EZ2662.upon request. Contact Gary Thompson(919-733-3836). EZ2662. EZ2662.In addition, the published North Carolina positions EZ2662.(NAD 83 (1986)) are NOT consistent with those determined in EZ2662.adjacent state readjustments. The discontinuity between stations EZ2662.located in North Carolina and those in adjacent states EZ2662.which have been adjusted to the HARN may be as much as 5 EZ2662.decimeters. This will result in a significant loss of accuracy EZ2662.over lines crossing such state borders. EZ2662 EZ2662 EZ2662.The horizontal coordinates were established by classical geodetic methods EZ2662.and adjusted by the National Geodetic Survey in December 1990. EZ2662 EZ2662.The orthometric height was determined by differential leveling EZ2662.and adjusted by the National Geodetic Survey in June 1991. EZ2662 EZ2662.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2662 EZ2662.The geoid height was determined by GEOID03. EZ2662 EZ2662.The dynamic height is computed by dividing the NAVD 88 EZ2662.geopotential number by the normal gravity value computed on the EZ2662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2662.degrees latitude (g = 980.6199 gals.). EZ2662 EZ2662.The modeled gravity was interpolated from observed gravity values. EZ2662 EZ2662; North East Units Scale Factor Converg. EZ2662;SPC NC - 215,580.455 642,628.286 MT 0.99990214 +0 12 38.3 EZ2662;SPC NC - 707,283.54 2,108,356.30 sFT 0.99990214 +0 12 38.3 EZ2662;UTM 17 - 3,952,456.135 713,988.414 MT 1.00016430 +1 22 49.1 EZ2662 EZ2662! - Elev Factor x Scale Factor = Combined Factor EZ2662!SPC NC - 0.99998965 x 0.99990214 = 0.99989179 EZ2662!UTM 17 - 0.99998965 x 1.00016430 = 1.00015395 EZ2662 EZ2662 SUPERSEDED SURVEY CONTROL EZ2662 EZ2662 NGVD 29 (12/03/90) 99.30 (m) 325.8 (f) LEVELING 3 EZ2662 EZ2662.Superseded values are not recommended for survey control. EZ2662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2662.See file dsdata.txt to determine how the superseded data were derived. EZ2662 EZ2662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1398852456(NAD 83) EZ2662_MARKER: DE = TRAVERSE STATION DISK EZ2662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2662_SP_SET: CONCRETE POST EZ2662_STAMPING: FENCE 1978 EZ2662_MARK LOGO: NCGS EZ2662_PROJECTION: RECESSED 3 CENTIMETERS EZ2662_MAGNETIC: N = NO MAGNETIC MATERIAL EZ2662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2662+STABILITY: SURFACE MOTION EZ2662 EZ2662 HISTORY - Date Condition Report By EZ2662 HISTORY - 1978 MONUMENTED NCGS EZ2662 HISTORY - 1978 GOOD NCGS EZ2662 EZ2662 STATION DESCRIPTION EZ2662 EZ2662'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ2662'THE STATION IS LOCATED IN GARNER. EZ2662' EZ2662'TO REACH THE STATION FROM THE SR 2713 (VANDORA SPRINGS ROAD) OVERPASS EZ2662'OF US 70, PROCEED SOUTHWEST ALONG SR 2713 FOR 1.35 MILES TO THOMPSON EZ2662'ROAD ON LEFT AND STATION APPROXIMATELY 200 FEET SOUTH OF INTERSECTION EZ2662'ON WEST BANK OF THOMPSON ROAD AT FENCE LINE. EZ2662' EZ2662'STATION MARK IS A STANDARD DISK STAMPED---FENCE 1978---SET IN THE TOP EZ2662'OF A CONCRETE CYLINDER WHICH IS 1 INCH BELOW THE GROUND SURFACE. THE EZ2662'MARK IS 23.0 FEET EAST OF CENTERLINE OF THOMPSON ROAD, 187.4 FEET EZ2662'SOUTH-SOUTHEAST OF CENTERLINE IS SR 2712, 156.3 FEET SOUTH OF POWER EZ2662'POLE WITH TRANSFORMER AND REFERENCE TAG, 168.2 FEET SOUTHEAST OF EZ2662'POWER POLE WITH REFERENCE TAG, 10.7 FEET SOUTH OF PINE SEEDLING, EZ2662'AND 16.6 FEET SOUTH OF FENCE POST WITH REFERENCE TAG. EZ2662 EZ2662 STATION RECOVERY (1978) EZ2662 EZ2662'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EZ2662'IN GARNER. EZ2662'TO REACH THE STATION FROM THE SR 2713 (VANDORA SPRINGS ROAD) OVERPASS EZ2662'OF US 70, PROCEED SOUTHWEST ALONG SR 2713 FOR 1.35 MILES TO EZ2662'THOMPSON ROAD ON LEFT AND STATION APPROXIMATELY 200 FEET SOUTH OF EZ2662'INTERSECTION ON WEST BANK OF THOMPSON ROAD AT FENCE LINE, 23.0 FEET EZ2662'WEST OF CENTERLINE OF THOMPSON ROAD, 187.4 FEET SOUTH-SOUTHEAST OF EZ2662'CENTERLINE OF SR 2713, 156.3 FEET SOUTH OF POWER POLE WITH EZ2662'TRANSFORMER, AND REFERENCE TAG, 168.2 FEET SOUTHEAST OF POWER POLE EZ2662'WITH REFERENCE TAG, 10.7 FEET SOUTH OF PINE SEEDLING, AND 16.6 FEET EZ2662'SOUTH OF FENCE POST WITH REFERENCE TAG. EZ2662'THE MARK IS 2 FT ABOVE ROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0984 *********************************************************************** EZ0984 DESIGNATION - FERGUSONS EZ0984 PID - EZ0984 EZ0984 STATE/COUNTY- NC/WAKE EZ0984 USGS QUAD - RALEIGH WEST (1988) EZ0984 EZ0984 *CURRENT SURVEY CONTROL EZ0984 ___________________________________________________________________ EZ0984* NAD 83(1986)- 35 51 35.31782(N) 078 40 50.76119(W) ADJUSTED EZ0984* NAVD 88 - 126.079 (meters) 413.64 (feet) ADJUSTED EZ0984 ___________________________________________________________________ EZ0984 LAPLACE CORR- -6.84 (seconds) DEFLEC99 EZ0984 GEOID HEIGHT- -32.54 (meters) GEOID03 EZ0984 DYNAMIC HT - 125.973 (meters) 413.30 (feet) COMP EZ0984 MODELED GRAV- 979,785.6 (mgal) NAVD 88 EZ0984 EZ0984 HORZ ORDER - SECOND EZ0984 VERT ORDER - SECOND CLASS 0 EZ0984 EZ0984.The North Carolina HARNS have been completed but, EZ0984.due to contractual restrictions, coordinates for these stations EZ0984.will NOT be published in the near future. In the interim, the EZ0984.published coordinates in North Carolina will not be EZ0984.consistent with the Continuously Operating Reference Stations EZ0984.(CORS). The HARN coordinates for these stations are available EZ0984.upon request. Contact Gary Thompson(919-733-3836). EZ0984. EZ0984.In addition, the published North Carolina positions EZ0984.(NAD 83 (1986)) are NOT consistent with those determined in EZ0984.adjacent state readjustments. The discontinuity between stations EZ0984.located in North Carolina and those in adjacent states EZ0984.which have been adjusted to the HARN may be as much as 5 EZ0984.decimeters. This will result in a significant loss of accuracy EZ0984.over lines crossing such state borders. EZ0984 EZ0984 EZ0984.The horizontal coordinates were established by classical geodetic methods EZ0984.and adjusted by the National Geodetic Survey in July 1986. EZ0984 EZ0984.The orthometric height was determined by differential leveling EZ0984.and adjusted by the National Geodetic Survey in June 1991. EZ0984 EZ0984.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0984 EZ0984.The geoid height was determined by GEOID03. EZ0984 EZ0984.The dynamic height is computed by dividing the NAVD 88 EZ0984.geopotential number by the normal gravity value computed on the EZ0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0984.degrees latitude (g = 980.6199 gals.). EZ0984 EZ0984.The modeled gravity was interpolated from observed gravity values. EZ0984 EZ0984; North East Units Scale Factor Converg. EZ0984;SPC NC - 234,092.859 638,433.198 MT 0.99992879 +0 11 03.3 EZ0984;SPC NC - 768,019.65 2,094,592.92 sFT 0.99992879 +0 11 03.3 EZ0984;UTM 17 - 3,970,883.213 709,414.374 MT 1.00014041 +1 21 32.8 EZ0984 EZ0984! - Elev Factor x Scale Factor = Combined Factor EZ0984!SPC NC - 0.99998532 x 0.99992879 = 0.99991411 EZ0984!UTM 17 - 0.99998532 x 1.00014041 = 1.00012573 EZ0984 EZ0984 SUPERSEDED SURVEY CONTROL EZ0984 EZ0984 NAD 27 - 35 51 34.78402(N) 078 40 51.74493(W) AD( ) 2 EZ0984 NGVD 29 (??/??/92) 126.352 (m) 414.54 (f) ADJ UNCH 2 0 EZ0984 EZ0984.Superseded values are not recommended for survey control. EZ0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0984.See file dsdata.txt to determine how the superseded data were derived. EZ0984 EZ0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0941470883(NAD 83) EZ0984_MARKER: DE = TRAVERSE STATION DISK EZ0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0984_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0984_STAMPING: FERGUSONS 1961 EZ0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0984+STABILITY: SURFACE MOTION EZ0984 EZ0984 HISTORY - Date Condition Report By EZ0984 HISTORY - 1961 MONUMENTED NCGS EZ0984 HISTORY - 1973 GOOD NCGS EZ0984 HISTORY - 1973 GOOD NCGS EZ0984 HISTORY - 1981 MARK NOT FOUND LOCSUR EZ0984 HISTORY - 1984 MARK NOT FOUND USPSQD EZ0984 HISTORY - 1984 MARK NOT FOUND USPSQD EZ0984 EZ0984 STATION DESCRIPTION EZ0984 EZ0984'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ0984'FERGUSONS IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ0984'ESTABLISHED IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ0984' EZ0984'FERGUSONS IS 6.35 MILES NNW OF RALEIGH. GO W ON U.S. 70 EZ0984'5.3 MILES TO BRIDGE OVER CRABTREE CREEK, CONTINUE ON U.S. 70 EZ0984'FOR 0.4 MILES TO INTERSECTION WITH NC 50. BEAR RIGHT ON NC 50 EZ0984'TOWARDS CREEDMOOR AND GO 1.3 MILES TO STATION ON LEFT. STATION EZ0984'IS N OF MOORES GROCERY AND W OF FERGUSONS SUPERMARKET EZ0984'AT THE INTERSECTION OF NC 50 AND SR 1822. AND IN THE EZ0984'TRAFFIC ISLAND ON N SIDE OF SR 1822. EZ0984' EZ0984'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0984'FERGUSONS 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ0984'OF WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EZ0984' EZ0984'MARK IS EZ0984' EZ0984'42.1 FT N OF C/L OF SR 1822 EZ0984' EZ0984'17.0 FT W OF C/L OF NC 50 EZ0984' EZ0984'43.2 FT N OF STOP SIGN WITH ALUMINUM REF. TAG EZ0984' EZ0984'77.1 FT WNW OF ROAD SIGN WITH ALUMINUM REF. TAG EZ0984 EZ0984 STATION RECOVERY (1973) EZ0984 EZ0984'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EZ0984'PROBABLY GOOD. REFERENCES AND FIELD ANGLES CHECK, BUT EZ0984'BEING A PRECAST IT MUST NOT HAVE BEEN SET VERY PLUMB. EZ0984 EZ0984 STATION RECOVERY (1973) EZ0984 EZ0984'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0984'4.3 MI W FROM MILLBROOK. EZ0984'FERGUSONS IS LOCATED APPROXIMATELY 6.0 MILES NNW OF CAPITOL EZ0984'SQUARE IN RALEIGH. TO REACH STATION FROM INTERSECTION OF NC 50 EZ0984'WITH U.S. 70 AT CRABTREE VALLEY MALL, PROCEED NORTH ALONG NC 50 EZ0984'FOR 1.2 MILES TO SR 1822 (LEESVILLE ROAD) AND STATION IN NW EZ0984'QUADRANT OF INTERSECTION, IN THE EAST END OF THE NORTHERNMOST EZ0984'OF 2 TRAFFIC ISLANDS IN SR 1822 W, ACROSS HIGHWAY FROM LAYTONS EZ0984'GROCERY BOY JR., 17.0 FT W OF C/L OF NC 50, 42.1 FT N OF C/L OF EZ0984'SR 1822, 1.5 FT W OF EASTERNMOST CURB OF TRAFFIC ISLAND, 41.6 EZ0984'FT N OF CENTER OF IRON DRAIN GATE, 42.8 FT N OF STOP SIGN POST, EZ0984'AND 77.1 FT WNW OF ROAD DIRECTION SIGN POST W/ALUMINUM REF. TAG. EZ0984'DISK IS SET IN CONCRETE CYLINDER 3 INCHES BELOW THE SURFACE OF EZ0984'THE GROUND. EZ0984 EZ0984 STATION RECOVERY (1981) EZ0984 EZ0984'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (RWK) EZ0984'THE STATION WAS SEARCHED FOR BUT NOT FOUND, IF THE STATION STILL EZ0984'EXISTS, IT IS BENEATH PAVEMENT. ROADS AND ISLANDS HAVE BEEN REDESIGNED EZ0984'ALL REFERENCES ARE GONE. EZ0984 EZ0984 STATION RECOVERY (1984) EZ0984 EZ0984'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGS) EZ0984'STATION DESTROYED. EZ0984' EZ0984'THIS STATION WAS NOT FOUND. THE AREA HAS CHANGED CONSIDERABLY. EZ0984'MOORES GROCERY IS NO LONGER THERE, FERGUSONS SUPERMARKET IS NOW EZ0984'GROCERY BOY JR., THE INTERSECTION HAS BEEN WIDENED CONSIDERABLY EZ0984'AND THE TRAFFIC ISLAND HAS BEEN PAVED WITH ASPHALTIC CONCRETE. EZ0984'THE REFERENCE POINTS ARE NO LONGER USABLE BECAUSE OF ALL THE EZ0984'CHANGES. QUESTIONED LOCAL SURVEYOR. THEY SAID STATION EZ0984'DESTROYED THEY WERE USING STATIONS BAKER, 0.4 MILES TO SOUTH, EZ0984'AND MT ZION, 0.3 TO THE NORTH ON NC 50. EZ0984 EZ0984 STATION RECOVERY (1984) EZ0984 EZ0984'RECOVERY NOTE BY US POWER SQUADRON 1984 EZ0984'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1889 *********************************************************************** EZ1889 DESIGNATION - FETNER RESET EZ1889 PID - EZ1889 EZ1889 STATE/COUNTY- NC/WAKE EZ1889 USGS QUAD - CARY (1993) EZ1889 EZ1889 *CURRENT SURVEY CONTROL EZ1889 ___________________________________________________________________ EZ1889* NAD 83(1986)- 35 47 17.90635(N) 078 46 42.71778(W) ADJUSTED EZ1889* NAVD 88 - 152.185 (meters) 499.29 (feet) ADJUSTED EZ1889 ___________________________________________________________________ EZ1889 LAPLACE CORR- -6.41 (seconds) DEFLEC99 EZ1889 GEOID HEIGHT- -32.30 (meters) GEOID03 EZ1889 DYNAMIC HT - 152.056 (meters) 498.87 (feet) COMP EZ1889 MODELED GRAV- 979,779.0 (mgal) NAVD 88 EZ1889 EZ1889 HORZ ORDER - SECOND EZ1889 VERT ORDER - FIRST CLASS II EZ1889 EZ1889.The North Carolina HARNS have been completed but, EZ1889.due to contractual restrictions, coordinates for these stations EZ1889.will NOT be published in the near future. In the interim, the EZ1889.published coordinates in North Carolina will not be EZ1889.consistent with the Continuously Operating Reference Stations EZ1889.(CORS). The HARN coordinates for these stations are available EZ1889.upon request. Contact Gary Thompson(919-733-3836). EZ1889. EZ1889.In addition, the published North Carolina positions EZ1889.(NAD 83 (1986)) are NOT consistent with those determined in EZ1889.adjacent state readjustments. The discontinuity between stations EZ1889.located in North Carolina and those in adjacent states EZ1889.which have been adjusted to the HARN may be as much as 5 EZ1889.decimeters. This will result in a significant loss of accuracy EZ1889.over lines crossing such state borders. EZ1889 EZ1889 EZ1889.The horizontal coordinates were established by classical geodetic methods EZ1889.and adjusted by the National Geodetic Survey in July 1986. EZ1889 EZ1889.The orthometric height was determined by differential leveling EZ1889.and adjusted by the National Geodetic Survey in June 1991. EZ1889 EZ1889.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1889 EZ1889.The geoid height was determined by GEOID03. EZ1889 EZ1889.The dynamic height is computed by dividing the NAVD 88 EZ1889.geopotential number by the normal gravity value computed on the EZ1889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1889.degrees latitude (g = 980.6199 gals.). EZ1889 EZ1889.The modeled gravity was interpolated from observed gravity values. EZ1889 EZ1889; North East Units Scale Factor Converg. EZ1889;SPC NC - 226,135.758 629,621.066 MT 0.99991634 +0 07 40.2 EZ1889;SPC NC - 741,913.73 2,065,681.78 sFT 0.99991634 +0 07 40.2 EZ1889;UTM 17 - 3,962,745.750 700,765.323 MT 1.00009670 +1 17 58.3 EZ1889 EZ1889! - Elev Factor x Scale Factor = Combined Factor EZ1889!SPC NC - 0.99998118 x 0.99991634 = 0.99989753 EZ1889!UTM 17 - 0.99998118 x 1.00009670 = 1.00007788 EZ1889 EZ1889: Primary Azimuth Mark Grid Az EZ1889:SPC NC - CARY RADIO WPTF TALLEST MAST 071 46 32.0 EZ1889:UTM 17 - CARY RADIO WPTF TALLEST MAST 070 36 13.9 EZ1889 EZ1889|---------------------------------------------------------------------| EZ1889| PID Reference Object Distance Geod. Az | EZ1889| dddmmss.s | EZ1889| EZ0668 G 189 369.539 METERS 05841 | EZ1889| EZ5417 CARY RADIO WPTF TALLEST MAST APPROX. 1.7 KM 0715412.2 | EZ1889| EZ1842 FETNER RM 2 14.228 METERS 07534 | EZ1889| EZ0664 F 189 64.814 METERS 27133 | EZ1889|---------------------------------------------------------------------| EZ1889 EZ1889 SUPERSEDED SURVEY CONTROL EZ1889 EZ1889.No superseded survey control is available for this station. EZ1889 EZ1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0076562746(NAD 83) EZ1889_MARKER: DS = TRIANGULATION STATION DISK EZ1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1889_SP_SET: CONCRETE POST EZ1889_STAMPING: FETNER 1918 1980 EZ1889_MARK LOGO: NGS EZ1889_PROJECTION: RECESSED 8 CENTIMETERS EZ1889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1889+STABILITY: SURFACE MOTION EZ1889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ1889+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2005 EZ1889 EZ1889 HISTORY - Date Condition Report By EZ1889 HISTORY - 1980 MONUMENTED NGS EZ1889 HISTORY - 1980 GOOD NGS EZ1889 HISTORY - 1985 GOOD USPSQD EZ1889 HISTORY - 1988 GOOD USPSQD EZ1889 HISTORY - 1989 GOOD USPSQD EZ1889 HISTORY - 20050609 GOOD GEOCAC EZ1889 EZ1889 STATION DESCRIPTION EZ1889 EZ1889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 EZ1889'IN CARY. EZ1889'0.05 MILE NORTH ALONG ACADEMY STREET FROM INTERSECTION WITH EZ1889'CHATHAM STREET IN CARY, TO FIRE STATION, THENCE 0.15 MILE EAST EZ1889'ALONG CEDAR STREET, AT INTERSECTION WITH NORTH WALKER STREET, 46.7 EZ1889'FEET WEST OF RM 2, 16.1 FEET SOUTHWEST OF TELEGRAPH POLE WITH EZ1889'REFERENCE TAG, 24.0 FEET SOUTH OF SOUTH RAIL OF SOUTH TRACK, 38.2 EZ1889'FEET NORTH OF FIRE HYDRANT, 88.7 FEET EAST OF SOUTHEAST CORNER OF EZ1889'BASE OF SEMAPHORE AND 8.9 FEET NORTH OF NORTH CURB OF CEDAR STREET. EZ1889'THE MARK IS 1.5 FT W FROM A WITNESS POST. EZ1889'THE MARK IS 1 FT ABOVE STREET. EZ1889 EZ1889 STATION RECOVERY (1980) EZ1889 EZ1889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN) EZ1889'THE UNDERGROUND STATION MARK WAS RECOVERED IN GOOD CONDITION. THE EZ1889'REFERENCE MARK HAS BEEN DESTROYED BY THE CONSTRUCTION OF A EZ1889'PARKING LOT. A REFERENCE MARK 2 WAS ESTABLISHED AND BENCH MARK F 189 EZ1889'WILL SERVE AS ANOTHER REFERENCE MARK AND BENCH MARK G 189 WILL SERVE EZ1889'AS THE AZIMUTH MARK. THE SUB-SURFACE MARK WAS LOWERED AND RESET. A EZ1889'NEW SURFACE MARK WAS SET. EZ1889' EZ1889'A NEW DESCRIPTION FOLLOWS-- EZ1889' EZ1889'THE STATION IS LOCATED IN THE NORTHEAST PART OF CARY ALONG THE EZ1889'SOUTH SIDE OF THE SEABOARD COASTLINE RAILROAD AT THE JUNCTION OF EZ1889'CEDAR AND WALKER STREETS. EZ1889' EZ1889'TO REACH THE STATION FROM THE CARY POST OFFICE, GO NORTH ON EZ1889'ACADEMY STREET TO THE JUNCTION WITH CEDAR ST. AND THE FIRE STATION EZ1889'ON THE RIGHT. TURN RIGHT AND GO EAST ON CEDAR STREET FOR 0.15 MILE EZ1889'TO THE STATION ON THE LEFT. EZ1889' EZ1889'THE STATION MARKS ARE STANDARD DISKS EZ1889'STAMPED---FETNER 1918 1980---, EZ1889'THE SURFACE DISK IS SET IN A ROUND CONCRETE POST, 15-INCHES IN EZ1889'DIAMETER AND RECESSED 1-INCH BELOW THE GROUND SURFACE. THE EZ1889'SUB-SURFACE DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 3.5 FEET EZ1889'BELOW THE SURFACE. THEY ARE 88.7 FEET EAST OF THE SOUTHEAST CORNER EZ1889'OF THE CONCRETE BASIS OF A SEMAPHORE, 38.2 FEET NORTH OF THE CENTER EZ1889'OF A FIRE HYDRANT, 24 FEET SOUTH OF THE MOST SOUTHERLY RAIL OF EZ1889'RAILROAD TRACKS, 16.1 FEET SOUTHWEST OF A TELEPHONE LINE POLE, EZ1889'8.9 FEET NORTH OF THE NORTH CURB OF CEDAR ST. AND 1.5 FEET WEST EZ1889'OF A METAL WITNESS POST. EZ1889' EZ1889'REFERENCE MARK 2 IS A STANDARD DISK EZ1889'STAMPED---FETNER 1918 NO 2 1980---, EZ1889'SET IN THE TOP OF A ROUND CONCRETE POST 12-INCHES IN DIAMETER EZ1889'AND FLUSH WITH THE GROUND. IT IS 59.3 FEET NORTHEAST OF THE FIRE EZ1889'HYDRANT, 33.7 FEET EAST OF THE TELEPHONE POLE, 26.7 FEET SOUTH EZ1889'OF THE SOUTH RAIL, 6.8 FEET NORTH OF THE CURB OF CEDAR ST. AND ABOUT EZ1889'2 FEET HIGHER THAN THE STATION MARK. EZ1889' EZ1889'BENCH MARK IS A STANDARD DISK STAMPED---F 189 1967---FASTENED TO EZ1889'THE TOP OF A COPPER ROD WHICH IS DRIVEN INTO THE GROUND AND ENCASED EZ1889'IN A 5-INCH CAST IRON PIPE THAT PROJECT ABOUT 3 INCHES. IT IS 122.2 EZ1889'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE BASE OF THE SEMAPHORE, EZ1889'52.5 FEET SOUTH OF THE SOUTH RAIL OF THE NORTH SET OF TRACKS, 22.7 EZ1889'FEET NORTH OF THE NORTH RAIL OF THE SOUTH SET OF TRACKS, 14 FEET EZ1889'SOUTHWEST OF A 12-INCH CEDAR TREE, 8.7 FEET SOUTH OF A TELEPHONE EZ1889'POLE, 1.2 FEET WEST OF A WITNESS POST AND ABOUT 3 FEET LOWER THAN EZ1889'THE STATION MARK. EZ1889' EZ1889'BENCH MARK IS A STANDARD DISK STAMPED---G 189 1967---CEMENTED IN EZ1889'A DRILL HOLE IN THE SOUTHWEST CONCRETE ABUTMENT OF THE RAILROAD EZ1889'OVERPASS FOR DURHAM ROAD. IT IS 8.3 FEET SOUTHEAST OF THE SOUTH EZ1889'RAIL OF RAILROAD TRACKS, 8 FEET NORTHEAST OF A RAILROAD RAIL EZ1889'DRIVEN INTO THE GROUND AND PROJECTING 3-1/2 FEET AND 0.8 FEET EZ1889'NORTHWEST OF THE SOUTHEAST END OF ABUTMENT. EZ1889' EZ1889'TO REACH BENCH MARK G 189 FROM THE STATION, GO EAST ALONG RAILROAD EZ1889'TRACK FOR 0.25 MILE TO THE MARK. EZ1889' EZ1889'NO MEASUREMENT BETWEEN REFERENCE MARK 2 AND BMF 189 DUE TO EZ1889'OBSTRUCTIONS. EZ1889 EZ1889 STATION RECOVERY (1985) EZ1889 EZ1889'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ1889'RECOVERED IN GOOD CONDITION. EZ1889 EZ1889 STATION RECOVERY (1988) EZ1889 EZ1889'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EZ1889'RECOVERED IN GOOD CONDITION. EZ1889 EZ1889 STATION RECOVERY (1989) EZ1889 EZ1889'RECOVERY NOTE BY US POWER SQUADRON 1989 (MSG) EZ1889'RECOVERED IN GOOD CONDITION. EZ1889 EZ1889 STATION RECOVERY (2005) EZ1889 EZ1889'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ1889'STATION RECOVERED AS DESCRIBED. MARK IS RECESSED 5 CENTIMETERS. EZ1889' EZ1889'REFERENCE MARK 2 RECOVERED IN GOOD CONDITION. PUBLISHED DESCRIPTION EZ1889'ADEQUATE, WITH ADDITION THAT MARK IS 46.7 FEET EAST OF STATION, EZ1889'RECESSED 2 CENTIMETERS. EZ1889' EZ1889'BENCHMARK F 189 1967 RECOVERED IN GOOD CONDITION SOUTHEAST OF THE EZ1889'PAIGE-WALKER HOTEL, 8.7 FEET SOUTH OF A TELEPHONE POLE, AND 1.2 FEET EZ1889'WEST OF A WITNESS POST. PUBLISHED DESCRIPTION ADEQUATE. EZ1889' EZ1889'BENCHMARK G 189 WAS RECOVERED BY GEOCAC IN JUNE 2002. THE MARK WAS EZ1889'REPORTED TO BE IN GOOD CONDITION, ALTHOUGH IT WAS NOTED THAT THERE EZ1889'WERE SCRATCHES ACROSS THE SURFACE. THE PUBLISHED DESCRIPTION IS EZ1889'ADEQUATE. EZ1889' 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7363 *********************************************************************** AE7363 DESIGNATION - FETTY AE7363 PID - AE7363 AE7363 STATE/COUNTY- NC/WAKE AE7363 USGS QUAD - BAYLEAF (1987) AE7363 AE7363 *CURRENT SURVEY CONTROL AE7363 ___________________________________________________________________ AE7363* NAD 83(1986)- 35 54 27.79985(N) 078 42 56.17918(W) ADJUSTED AE7363* NAVD 88 - 142.580 (meters) 467.78 (feet) ADJUSTED AE7363 ___________________________________________________________________ AE7363 LAPLACE CORR- -7.51 (seconds) DEFLEC99 AE7363 GEOID HEIGHT- -32.26 (meters) GEOID03 AE7363 DYNAMIC HT - 142.459 (meters) 467.38 (feet) COMP AE7363 MODELED GRAV- 979,782.7 (mgal) NAVD 88 AE7363 AE7363 HORZ ORDER - SECOND AE7363 VERT ORDER - SECOND CLASS II AE7363 AE7363.The North Carolina HARNS have been completed but, AE7363.due to contractual restrictions, coordinates for these stations AE7363.will NOT be published in the near future. In the interim, the AE7363.published coordinates in North Carolina will not be AE7363.consistent with the Continuously Operating Reference Stations AE7363.(CORS). The HARN coordinates for these stations are available AE7363.upon request. Contact Gary Thompson(919-733-3836). AE7363. AE7363.In addition, the published North Carolina positions AE7363.(NAD 83 (1986)) are NOT consistent with those determined in AE7363.adjacent state readjustments. The discontinuity between stations AE7363.located in North Carolina and those in adjacent states AE7363.which have been adjusted to the HARN may be as much as 5 AE7363.decimeters. This will result in a significant loss of accuracy AE7363.over lines crossing such state borders. AE7363 AE7363 AE7363.The horizontal coordinates were established by classical geodetic methods AE7363.and adjusted by the National Geodetic Survey in March 1998. AE7363 AE7363.The orthometric height was determined by differential leveling AE7363.and adjusted by the National Geodetic Survey in September 1998. AE7363 AE7363.The Laplace correction was computed from DEFLEC99 derived deflections. AE7363 AE7363.The geoid height was determined by GEOID03. AE7363 AE7363.The dynamic height is computed by dividing the NAVD 88 AE7363.geopotential number by the normal gravity value computed on the AE7363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7363.degrees latitude (g = 980.6199 gals.). AE7363 AE7363.The modeled gravity was interpolated from observed gravity values. AE7363 AE7363; North East Units Scale Factor Converg. AE7363;SPC NC - 239,399.045 635,271.505 MT 0.99993801 +0 09 50.9 AE7363;SPC NC - 785,428.37 2,084,219.93 sFT 0.99993801 +0 09 50.9 AE7363;UTM 17 - 3,976,124.463 706,143.843 MT 1.00012366 +1 20 24.8 AE7363 AE7363! - Elev Factor x Scale Factor = Combined Factor AE7363!SPC NC - 0.99998269 x 0.99993801 = 0.99992070 AE7363!UTM 17 - 0.99998269 x 1.00012366 = 1.00010634 AE7363 AE7363 SUPERSEDED SURVEY CONTROL AE7363 AE7363 NGVD 29 (03/10/98) 142.85 (m) 468.7 (f) LEVELING 3 AE7363 AE7363.Superseded values are not recommended for survey control. AE7363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7363.See file dsdata.txt to determine how the superseded data were derived. AE7363 AE7363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0614476124(NAD 83) AE7363_MARKER: DH = HORIZONTAL CONTROL DISK AE7363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7363_STAMPING: FETTY 1986 AE7363_MARK LOGO: NCGS AE7363_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7363+STABILITY: SURFACE MOTION AE7363_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AE7363+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005 AE7363 AE7363 HISTORY - Date Condition Report By AE7363 HISTORY - 1986 MONUMENTED NCGS AE7363 HISTORY - 19870101 GOOD NCGS AE7363 HISTORY - 20050810 GOOD USPSQD AE7363 AE7363 STATION DESCRIPTION AE7363 AE7363'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7363'STATION IS LOCATED ABOUT 15.8 KM (9.80 MI) NORTH-NORTHWEST OF CAPITOL AE7363'SQUARE (IN RALEIGH), AND 1 KM (0.60 MI) EAST OF LEESVILLE COMMUNITY. AE7363'ALONG SR 1829 (STRICKLAND ROAD) FOR 1.0 KM (0.60 MI) EAST FROM THE SR AE7363'1822 (LEESVILLE ROAD) INTERSECTION, OR 0.2 KM (0.10 MI) WEST OF SR AE7363'3270 (CARLSWOOD COURT), IN THE SOUTHEAST QUADRANT OF THE INTERSECTION AE7363'WITH G.F.FETTY DRIVE. MARK IS RECESSED 6 INCHES BELOW GROUND AND IS AE7363'ABOUT 1 FOOT (0.3 M) LOWER THAN ROAD. LOCATED 4.8 M (15.7 FT) SOUTH OF AE7363'THE CENTERLINE OF THE ROAD, 9.9 M (32.5 FT) EAST OF THE EAST END OF A AE7363'DRIVEWAY CULVERT, 21.7 M (71.2 FT) NORTHEAST OF THE NORTHEAST CORNER AE7363'OF THE WEST BRICK COLUMN BESIDE A DRIVE, 15.6 M (51.2 FT) AE7363'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE EAST BRICK COLUMN AE7363'BESIDE THE DRIVE--AND 4.9 M (16.1 FT) NORTH OF A POWER POLE, 49.7 M AE7363'(163.1 FT) WEST OF A TELEPHONE CABLE FILTER POLE--BOTH WITH REFERENCE AE7363'TAGS. AE7363 AE7363 STATION RECOVERY (1987) AE7363 AE7363'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7363'RECOVERED AS DESCRIBED. AE7363 AE7363 STATION RECOVERY (2005) AE7363 AE7363'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) AE7363'N 35 54.463 AE7363'W 078 42.937 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5067 *********************************************************************** EZ5067 DESIGNATION - FIELD EZ5067 PID - EZ5067 EZ5067 STATE/COUNTY- NC/WAKE EZ5067 USGS QUAD - RALEIGH EAST (1993) EZ5067 EZ5067 *CURRENT SURVEY CONTROL EZ5067 ___________________________________________________________________ EZ5067* NAD 83(1986)- 35 51 50.36283(N) 078 35 35.95696(W) ADJUSTED EZ5067* NAVD 88 - 109.739 (meters) 360.04 (feet) ADJUSTED EZ5067 ___________________________________________________________________ EZ5067 LAPLACE CORR- -7.64 (seconds) DEFLEC99 EZ5067 GEOID HEIGHT- -32.90 (meters) GEOID03 EZ5067 DYNAMIC HT - 109.645 (meters) 359.73 (feet) COMP EZ5067 MODELED GRAV- 979,775.9 (mgal) NAVD 88 EZ5067 EZ5067 HORZ ORDER - SECOND EZ5067 VERT ORDER - SECOND CLASS II EZ5067 EZ5067.The North Carolina HARNS have been completed but, EZ5067.due to contractual restrictions, coordinates for these stations EZ5067.will NOT be published in the near future. In the interim, the EZ5067.published coordinates in North Carolina will not be EZ5067.consistent with the Continuously Operating Reference Stations EZ5067.(CORS). The HARN coordinates for these stations are available EZ5067.upon request. Contact Gary Thompson(919-733-3836). EZ5067. EZ5067.In addition, the published North Carolina positions EZ5067.(NAD 83 (1986)) are NOT consistent with those determined in EZ5067.adjacent state readjustments. The discontinuity between stations EZ5067.located in North Carolina and those in adjacent states EZ5067.which have been adjusted to the HARN may be as much as 5 EZ5067.decimeters. This will result in a significant loss of accuracy EZ5067.over lines crossing such state borders. EZ5067 EZ5067 EZ5067.The horizontal coordinates were established by classical geodetic methods EZ5067.and adjusted by the National Geodetic Survey in July 1986. EZ5067 EZ5067.The orthometric height was determined by differential leveling EZ5067.and adjusted by the National Geodetic Survey in September 1998. EZ5067 EZ5067.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5067 EZ5067.The geoid height was determined by GEOID03. EZ5067 EZ5067.The dynamic height is computed by dividing the NAVD 88 EZ5067.geopotential number by the normal gravity value computed on the EZ5067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ5067.degrees latitude (g = 980.6199 gals.). EZ5067 EZ5067.The modeled gravity was interpolated from observed gravity values. EZ5067 EZ5067; North East Units Scale Factor Converg. EZ5067;SPC NC - 234,585.404 646,329.033 MT 0.99992957 +0 14 05.0 EZ5067;SPC NC - 769,635.61 2,120,497.84 sFT 0.99992957 +0 14 05.0 EZ5067;UTM 17 - 3,971,537.766 717,300.273 MT 1.00018188 +1 24 37.9 EZ5067 EZ5067! - Elev Factor x Scale Factor = Combined Factor EZ5067!SPC NC - 0.99998794 x 0.99992957 = 0.99991751 EZ5067!UTM 17 - 0.99998794 x 1.00018188 = 1.00016982 EZ5067 EZ5067: Primary Azimuth Mark Grid Az EZ5067:SPC NC - JOHNSON 260 57 23.2 EZ5067:UTM 17 - JOHNSON 259 46 50.3 EZ5067 EZ5067|---------------------------------------------------------------------| EZ5067| PID Reference Object Distance Geod. Az | EZ5067| dddmmss.s | EZ5067| EZ1928 CLYDE 280.439 METERS 04400 | EZ5067| EZ0854 JOHNSON APPROX. 0.5 KM 2611128.2 | EZ5067|---------------------------------------------------------------------| EZ5067 EZ5067 SUPERSEDED SURVEY CONTROL EZ5067 EZ5067 NAD 27 - 35 51 49.83205(N) 078 35 36.95090(W) AD( ) 2 EZ5067 NGVD 29 (02/27/98) 110.01 (m) 360.9 (f) LEVELING 3 EZ5067 EZ5067.Superseded values are not recommended for survey control. EZ5067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5067.See file dsdata.txt to determine how the superseded data were derived. EZ5067 EZ5067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1730071538(NAD 83) EZ5067_MARKER: DE = TRAVERSE STATION DISK EZ5067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5067_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5067_STAMPING: FIELD 1965 EZ5067_MARK LOGO: NCGS EZ5067_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ5067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5067+STABILITY: SURFACE MOTION EZ5067 EZ5067 HISTORY - Date Condition Report By EZ5067 HISTORY - 1965 MONUMENTED NCGS EZ5067 HISTORY - 1972 GOOD NCGS EZ5067 HISTORY - 1985 GOOD NCGS EZ5067 HISTORY - 19870101 GOOD NCGS EZ5067 HISTORY - 19871001 GOOD NCGS EZ5067 EZ5067 STATION DESCRIPTION EZ5067 EZ5067'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ5067'FIELD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5067'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5067' EZ5067'FIELD IS 6.3 MILES NNE OF RALEIGH AND 1.1 MILES NNE OF EZ5067'MILLBROOK. LOCATED 0.9 MILES SW ALONG SR 2030 (OLD U.S. 1) EZ5067'FROM Y INTERSECTION OF SR 2030 (OLD U.S 1) AND NEW U.S. 1. 0.05 EZ5067'MILES E OF BRIDGE ON SR 2030 OVER SEABOARD AIRLINE RR. AND EZ5067'APPROXIMATELY 200 FT S OF SR 2030 IN CULTIVATED FIELD JUST EZ5067'SOUTH OF CREST OF RISE. EZ5067' EZ5067'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5067'FIELD 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5067'WHICH IS 12 INCHES BELOW THE SURFACE OF THE GROUND. EZ5067' EZ5067'MARK IS EZ5067' EZ5067'286.0 FT S OF C/L OF SR 2030 (OLD U.S. 1) EZ5067' EZ5067'200.0 FT S OF C/L OF DIRT FARM ROAD EZ5067' EZ5067'281.0 FT SE OF TP 234 EZ5067' EZ5067'206.9 FT SE OF TP 235 EZ5067' EZ5067'220.7 FT S OF TP 23 EZ5067' EZ5067'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ5067 EZ5067 STATION RECOVERY (1972) EZ5067 EZ5067'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ5067'GOOD. DELETE--ALL TELEPHONE POLES AND C/L OF FARM ROAD. EZ5067' EZ5067'NEW REFERENCES-- EZ5067' EZ5067'72.2 FT SW OF C/L OF FARM ROAD LEADING SE EZ5067' EZ5067'182.0 FT SE OF C/L OF FARM ROAD LEADING SW EZ5067' EZ5067'0.6 FT NW OF WITNESS POST EZ5067 EZ5067 STATION RECOVERY (1985) EZ5067 EZ5067'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ5067'THE STATION WAS RECOVERED AT THIS DATE. EZ5067'STATION IS GOOD CONDITION AS DESCRIBED EXCEPT FOR THE FOLLOWING EZ5067'CORRECTIONS. THE WITNESS POST IS GONE AND THE LINE OF SIGHT TO EZ5067'STATIONS CLYDE NCGS AND JOHNSON NCGS ARE BLOCK. EZ5067' EZ5067'NCGS EZ5067 EZ5067 STATION RECOVERY (1987) EZ5067 EZ5067'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ5067'RECOVERED AS DESCRIBED. EZ5067 EZ5067 STATION RECOVERY (1987) EZ5067 EZ5067'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ5067'RECOVERED AS DESCRIBED. DESCRIPTION IS ADEQUATE WITH THE FOLLOWING EZ5067'ADDITIONS. MARK IS RECESSED 8 INCHES BELOW GROUND AND IS 4 FOOT (1.2 EZ5067'M) HIGHER THAN THE NEW ROAD. LOCATED 0.9 M (3.0 FT) NORTHEAST OF A EZ5067'WITNESS POST, 37.3 M (122.4 FT) NORTH-NORTHWEST OF THE CENTERLINE OF EZ5067'THE ROAD, 50.2 M (164.7 FT) WEST-NORTHWEST OF A FIRE HYDRANT, AND 52.1 EZ5067'M (170.9 FT) NORTHWEST OF A SEWER MANHOLE COVER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0841 *********************************************************************** EZ0841 DESIGNATION - FILTER EZ0841 PID - EZ0841 EZ0841 STATE/COUNTY- NC/WAKE EZ0841 USGS QUAD - WAKE FOREST (1987) EZ0841 EZ0841 *CURRENT SURVEY CONTROL EZ0841 ___________________________________________________________________ EZ0841* NAD 83(1986)- 35 54 38.83865(N) 078 35 53.17905(W) ADJUSTED EZ0841* NAVD 88 - 133.440 (meters) 437.79 (feet) ADJUSTED EZ0841 ___________________________________________________________________ EZ0841 LAPLACE CORR- -7.27 (seconds) DEFLEC99 EZ0841 GEOID HEIGHT- -32.74 (meters) GEOID03 EZ0841 DYNAMIC HT - 133.326 (meters) 437.42 (feet) COMP EZ0841 MODELED GRAV- 979,780.6 (mgal) NAVD 88 EZ0841 EZ0841 HORZ ORDER - SECOND EZ0841 VERT ORDER - SECOND CLASS 0 EZ0841 EZ0841.The North Carolina HARNS have been completed but, EZ0841.due to contractual restrictions, coordinates for these stations EZ0841.will NOT be published in the near future. In the interim, the EZ0841.published coordinates in North Carolina will not be EZ0841.consistent with the Continuously Operating Reference Stations EZ0841.(CORS). The HARN coordinates for these stations are available EZ0841.upon request. Contact Gary Thompson(919-733-3836). EZ0841. EZ0841.In addition, the published North Carolina positions EZ0841.(NAD 83 (1986)) are NOT consistent with those determined in EZ0841.adjacent state readjustments. The discontinuity between stations EZ0841.located in North Carolina and those in adjacent states EZ0841.which have been adjusted to the HARN may be as much as 5 EZ0841.decimeters. This will result in a significant loss of accuracy EZ0841.over lines crossing such state borders. EZ0841 EZ0841 EZ0841.The horizontal coordinates were established by classical geodetic methods EZ0841.and adjusted by the National Geodetic Survey in July 1986. EZ0841 EZ0841.The orthometric height was determined by differential leveling EZ0841.and adjusted by the National Geodetic Survey in June 1991. EZ0841 EZ0841.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0841 EZ0841.The geoid height was determined by GEOID03. EZ0841 EZ0841.The dynamic height is computed by dividing the NAVD 88 EZ0841.geopotential number by the normal gravity value computed on the EZ0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0841.degrees latitude (g = 980.6199 gals.). EZ0841 EZ0841.The modeled gravity was interpolated from observed gravity values. EZ0841 EZ0841; North East Units Scale Factor Converg. EZ0841;SPC NC - 239,775.914 645,875.972 MT 0.99993862 +0 13 55.1 EZ0841;SPC NC - 786,664.81 2,119,011.42 sFT 0.99993862 +0 13 55.1 EZ0841;UTM 17 - 3,976,719.155 716,740.588 MT 1.00017888 +1 24 33.6 EZ0841 EZ0841! - Elev Factor x Scale Factor = Combined Factor EZ0841!SPC NC - 0.99998420 x 0.99993862 = 0.99992282 EZ0841!UTM 17 - 0.99998420 x 1.00017888 = 1.00016307 EZ0841 EZ0841|---------------------------------------------------------------------| EZ0841| PID Reference Object Distance Geod. Az | EZ0841| dddmmss.s | EZ0841| EZ0840 WATER 367.526 METERS 04028 | EZ0841|---------------------------------------------------------------------| EZ0841 EZ0841 SUPERSEDED SURVEY CONTROL EZ0841 EZ0841 NAD 27 - 35 54 38.30699(N) 078 35 54.17022(W) AD( ) 2 EZ0841 NGVD 29 (??/??/92) 133.718 (m) 438.71 (f) ADJ UNCH 2 0 EZ0841 EZ0841.Superseded values are not recommended for survey control. EZ0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0841.See file dsdata.txt to determine how the superseded data were derived. EZ0841 EZ0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1674176719(NAD 83) EZ0841_MARKER: DE = TRAVERSE STATION DISK EZ0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0841_SP_SET: CONCRETE POST EZ0841_STAMPING: FILTER 1970 EZ0841_MARK LOGO: NCGS EZ0841_MAGNETIC: N = NO MAGNETIC MATERIAL EZ0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0841+STABILITY: SURFACE MOTION EZ0841 EZ0841 HISTORY - Date Condition Report By EZ0841 HISTORY - 1970 MONUMENTED NCGS EZ0841 HISTORY - 1972 GOOD NCGS EZ0841 HISTORY - 1985 GOOD NCGS EZ0841 HISTORY - 1985 GOOD NCGS EZ0841 HISTORY - 1987 GOOD USPSQD EZ0841 EZ0841 STATION DESCRIPTION EZ0841 EZ0841'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ0841'FILTER IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0841'VICINITY OF NORTHWEST WAKE COUNTY. EZ0841' EZ0841'FILTER IS LOCATED APPROXIMATELY 1.25 MILES SOUTH OF FALLS AND 3.0 EZ0841'MILES EAST OF SIX FORKS. TO REACH STATION PROCEED FROM THE EZ0841'INTERSECTION OF SR 2000 AND SR 2002 IN COMMUNITY OF FALLS, GO SOUTH EZ0841'ON SR 2000 FOR 1.95 MILES TO INTERSECTION OF SR 2000 AND SR 2010, EZ0841'CONTINUE SOUTH ON SR 2000 FOR 0.5 MILE TO STATION ON RIGHT, NEAR EZ0841'SOUTHEAST CORNER OF FENCE AROUND FILTER PLANT, AND 0.2 MILE EZ0841'NORTH OF INTERSECTION OF SR 2000 AND SR 2006. EZ0841' EZ0841'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED FILTER EZ0841'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EZ0841'FLUSH WITH THE SURFACE OF THE GROUND. EZ0841' EZ0841'MARK IS-- EZ0841'29.2 FEET WNW OF SR 2000. EZ0841'47.0 FEET SSW OF SOUTH GATE POST. EZ0841'36.7 FEET SW OF TOP SOUTH END OF 10 INCH CULVERT. EZ0841'16.6 FEET SSW OF CORNER OF FENCE (MEASURED HORIZONTALLY). EZ0841'89.7 FEET NNW OF ALUMINUM REF. TAG ON PP NO. 37. EZ0841'71.8 FEET NNE OF ALUMINUM REF. TAG ON PP NO. 36. EZ0841'37.5 FEET N OF TOP OF MANHOLE COVER (WATER LINE). EZ0841 EZ0841 STATION RECOVERY (1972) EZ0841 EZ0841'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0841'1.2 MI S FROM FALLS. EZ0841'STATION IS 1.25 MILES S OF FALLS AND 3.0 MILES E OF SIX FORKS. EZ0841'GO S ON SR 2000 FOR 1.95 MILES TO INTERSECTION OF SR 2000 AND SR EZ0841'2010, CONTINUE S ON SR 2000 FOR 0.5 MILE TO STATION ON RIGHT, EZ0841'NEAR SE CORNER OF FENCE AROUND FILTER PLANT, AND 0.2 MILE N OF EZ0841'INTERSECTION OF SR 2000 AND SR 2006, 29.2 FT WNW OF SR 2000, EZ0841'47.0 FT SSW OF S GATE POST, 89.7 FT NNW OF ALUM. REF. TAG ON PP EZ0841'37 AND 71.8 FT NNE OF ALUM. REF. TAG ON PP 36. STATION IS FLUSH EZ0841'WITH GROUND. EZ0841 EZ0841 STATION RECOVERY (1985) EZ0841 EZ0841'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0841'THE STATION WAS RECOVERED AT THIS DATE. EZ0841'THE STATION IS IN GOOD CONDITION AS DESCRIBED EXCEPT FOR THE EZ0841'FOLLOWING CORRECTION. DELETE THE REFERENCES TO BOTH POWER POLES. EZ0841' EZ0841'NCGS EZ0841 EZ0841 STATION RECOVERY (1985) EZ0841 EZ0841'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 EZ0841'RECOVERED IN GOOD CONDITION. EZ0841 EZ0841 STATION RECOVERY (1987) EZ0841 EZ0841'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ0841'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2365 *********************************************************************** EZ2365 DESIGNATION - FINCH EZ2365 PID - EZ2365 EZ2365 STATE/COUNTY- NC/WAKE EZ2365 USGS QUAD - KNIGHTDALE (1993) EZ2365 EZ2365 *CURRENT SURVEY CONTROL EZ2365 ___________________________________________________________________ EZ2365* NAD 83(1986)- 35 47 55.20307(N) 078 29 52.93850(W) ADJUSTED EZ2365* NAVD 88 - 98.311 (meters) 322.54 (feet) ADJUSTED EZ2365 ___________________________________________________________________ EZ2365 LAPLACE CORR- -6.71 (seconds) DEFLEC99 EZ2365 GEOID HEIGHT- -33.50 (meters) GEOID03 EZ2365 DYNAMIC HT - 98.225 (meters) 322.26 (feet) COMP EZ2365 MODELED GRAV- 979,754.2 (mgal) NAVD 88 EZ2365 EZ2365 HORZ ORDER - SECOND EZ2365 VERT ORDER - SECOND CLASS II EZ2365 EZ2365.The North Carolina HARNS have been completed but, EZ2365.due to contractual restrictions, coordinates for these stations EZ2365.will NOT be published in the near future. In the interim, the EZ2365.published coordinates in North Carolina will not be EZ2365.consistent with the Continuously Operating Reference Stations EZ2365.(CORS). The HARN coordinates for these stations are available EZ2365.upon request. Contact Gary Thompson(919-733-3836). EZ2365. EZ2365.In addition, the published North Carolina positions EZ2365.(NAD 83 (1986)) are NOT consistent with those determined in EZ2365.adjacent state readjustments. The discontinuity between stations EZ2365.located in North Carolina and those in adjacent states EZ2365.which have been adjusted to the HARN may be as much as 5 EZ2365.decimeters. This will result in a significant loss of accuracy EZ2365.over lines crossing such state borders. EZ2365 EZ2365 EZ2365.The horizontal coordinates were established by classical geodetic methods EZ2365.and adjusted by the National Geodetic Survey in July 1986. EZ2365 EZ2365.The orthometric height was determined by differential leveling EZ2365.and adjusted by the National Geodetic Survey in June 1991. EZ2365 EZ2365.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2365 EZ2365.The geoid height was determined by GEOID03. EZ2365 EZ2365.The dynamic height is computed by dividing the NAVD 88 EZ2365.geopotential number by the normal gravity value computed on the EZ2365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2365.degrees latitude (g = 980.6199 gals.). EZ2365 EZ2365.The modeled gravity was interpolated from observed gravity values. EZ2365 EZ2365; North East Units Scale Factor Converg. EZ2365;SPC NC - 227,377.555 654,970.769 MT 0.99991805 +0 17 23.0 EZ2365;SPC NC - 745,987.86 2,148,849.93 sFT 0.99991805 +0 17 23.0 EZ2365;UTM 17 - 3,964,506.678 726,090.490 MT 1.00022993 +1 27 50.8 EZ2365 EZ2365! - Elev Factor x Scale Factor = Combined Factor EZ2365!SPC NC - 0.99998983 x 0.99991805 = 0.99990788 EZ2365!UTM 17 - 0.99998983 x 1.00022993 = 1.00021976 EZ2365 EZ2365: Primary Azimuth Mark Grid Az EZ2365:SPC NC - PERRY 254 37 13.7 EZ2365:UTM 17 - PERRY 253 26 45.9 EZ2365 EZ2365|---------------------------------------------------------------------| EZ2365| PID Reference Object Distance Geod. Az | EZ2365| dddmmss.s | EZ2365| EZ2504 PERRY APPROX. 1.4 KM 2545436.7 | EZ2365|---------------------------------------------------------------------| EZ2365 EZ2365 SUPERSEDED SURVEY CONTROL EZ2365 EZ2365 NAD 27 - 35 47 54.66680(N) 078 29 53.92708(W) AD( ) 2 EZ2365 NGVD 29 (??/??/92) 98.589 (m) 323.45 (f) ADJ UNCH 2 2 EZ2365 EZ2365.Superseded values are not recommended for survey control. EZ2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2365.See file dsdata.txt to determine how the superseded data were derived. EZ2365 EZ2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2609064507(NAD 83) EZ2365_MARKER: DE = TRAVERSE STATION DISK EZ2365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2365_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2365_STAMPING: FINCH 1965 EZ2365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2365+STABILITY: SURFACE MOTION EZ2365 EZ2365 HISTORY - Date Condition Report By EZ2365 HISTORY - 1965 MONUMENTED NCGS EZ2365 HISTORY - 1976 GOOD NCGS EZ2365 EZ2365 STATION DESCRIPTION EZ2365 EZ2365'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ2365'FINCH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2365'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ2365' EZ2365'FINCH IS 8.0 MILES ENE OF RALEIGH AND 1.2 MILES NW OF EZ2365'KNIGHTDALE. LOCATED 2.5 MILES E ALONG U.S. 64 FROM BRIDGE OVER EZ2365'NEUSE RIVER. 0.6 MILES W OF SR 2233. AND IN MEDIAN OF U.S. 64. EZ2365' EZ2365'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2365'FINCH 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2365'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2365' EZ2365'MARK IS EZ2365' EZ2365'24.0 FT S OF C/L OF W BOUND LANE EZ2365' EZ2365'57.9 FT N OF C/L OF E BOUND LANE EZ2365' EZ2365'78.0 FT SW OF TELEPHONE SWITCH BOX EZ2365' EZ2365'60.8 FT S OF PP WITH ALUMINUM REF. TAG EZ2365' EZ2365'12.5 FT S OF YELLOW ARROW PAINTED ON W BOUND LANE EZ2365' EZ2365'46.4 FT N OF YELLOW ARROW PAINTED ON E BOUND LANE EZ2365' EZ2365'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ2365 EZ2365 STATION RECOVERY (1976) EZ2365 EZ2365'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2365'1.2 MI NW FROM KNIGHTDALE. EZ2365'TO REACH STATION FROM THE US 64 BRIDGE OVER THE NEUSE RIVER, PROCEED EZ2365'EAST ALONG US 64 FOR 2.4 MILES TO STATION ON LEFT IN MEDIAN, 0.6 MILE EZ2365'WEST OF SR 2233 CROSSROADS AT NW EDGE OF KNIGHTDALE. 24.0 FT. S OF EZ2365'CENTERLINE OF US 64 WEST BOUND LANE, 57.3 FT. N OF CENTERLINE OF US 64 EZ2365'EAST BOUND LANE, 227.8 FT. W OF CENTER OF NORTH HEADWALL OF CULVERT EZ2365'UNDER EAST BOUND LANE, 61.9 FT. SSE OF CORNER SPLIT RAIL FENCE POST EZ2365'WITH ALUMINUM REF. TAG, 78.5 FT. SW OF TELEPHONE PEDESTAL NO. P 356, EZ2365'63.4 FT. S OF POWER POLE WITH ALUMINUM REF. TAG AND 116.4 FT. NNE OF A EZ2365'10 INCH PINE ON SOUTH SIDE OF HIGHWAY AND WITH ALUMINUM REF. TAG. DISK EZ2365'IS SET IN CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5123 *********************************************************************** EZ5123 DESIGNATION - FIRE EZ5123 PID - EZ5123 EZ5123 STATE/COUNTY- NC/WAKE EZ5123 USGS QUAD - RALEIGH WEST (1988) EZ5123 EZ5123 *CURRENT SURVEY CONTROL EZ5123 ___________________________________________________________________ EZ5123* NAD 83(1986)- 35 45 47.03204(N) 078 44 45.32133(W) ADJUSTED EZ5123* NAVD 88 - 152.4 (meters) 500. (feet) VERTCON EZ5123 ___________________________________________________________________ EZ5123 LAPLACE CORR- -6.84 (seconds) DEFLEC99 EZ5123 GEOID HEIGHT- -32.50 (meters) GEOID03 EZ5123 EZ5123 HORZ ORDER - SECOND EZ5123 EZ5123.The North Carolina HARNS have been completed but, EZ5123.due to contractual restrictions, coordinates for these stations EZ5123.will NOT be published in the near future. In the interim, the EZ5123.published coordinates in North Carolina will not be EZ5123.consistent with the Continuously Operating Reference Stations EZ5123.(CORS). The HARN coordinates for these stations are available EZ5123.upon request. Contact Gary Thompson(919-733-3836). EZ5123. EZ5123.In addition, the published North Carolina positions EZ5123.(NAD 83 (1986)) are NOT consistent with those determined in EZ5123.adjacent state readjustments. The discontinuity between stations EZ5123.located in North Carolina and those in adjacent states EZ5123.which have been adjusted to the HARN may be as much as 5 EZ5123.decimeters. This will result in a significant loss of accuracy EZ5123.over lines crossing such state borders. EZ5123 EZ5123 EZ5123.The horizontal coordinates were established by classical geodetic methods EZ5123.and adjusted by the National Geodetic Survey in July 1986. EZ5123 EZ5123.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5123 EZ5123.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5123 EZ5123.The geoid height was determined by GEOID03. EZ5123 EZ5123; North East Units Scale Factor Converg. EZ5123;SPC NC - 223,342.249 632,576.066 MT 0.99991231 +0 08 47.9 EZ5123;SPC NC - 732,748.70 2,075,376.64 sFT 0.99991231 +0 08 47.9 EZ5123;UTM 17 - 3,960,012.718 703,777.388 MT 1.00011172 +1 19 04.1 EZ5123 EZ5123! - Elev Factor x Scale Factor = Combined Factor EZ5123!SPC NC - 0.99998118 x 0.99991231 = 0.99989349 EZ5123!UTM 17 - 0.99998118 x 1.00011172 = 1.00009289 EZ5123 EZ5123: Primary Azimuth Mark Grid Az EZ5123:SPC NC - TUTOR 144 39 48.8 EZ5123:UTM 17 - TUTOR 143 29 32.6 EZ5123 EZ5123|---------------------------------------------------------------------| EZ5123| PID Reference Object Distance Geod. Az | EZ5123| dddmmss.s | EZ5123| EZ3267 TUTOR APPROX. 0.7 KM 1444836.7 | EZ5123| EZ1072 PLAINS 83.883 METERS 15735 | EZ5123|---------------------------------------------------------------------| EZ5123 EZ5123 SUPERSEDED SURVEY CONTROL EZ5123 EZ5123 NAD 27 - 35 45 46.48459(N) 078 44 46.30492(W) AD( ) 2 EZ5123 NGVD 29 (07/19/86) 152.7 (m) 501. (f) VERT ANG EZ5123 EZ5123.Superseded values are not recommended for survey control. EZ5123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5123.See file dsdata.txt to determine how the superseded data were derived. EZ5123 EZ5123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0377760013(NAD 83) EZ5123_MARKER: DE = TRAVERSE STATION DISK EZ5123_SETTING: 0 = UNSPECIFIED SETTING EZ5123_STAMPING: FIRE 1965 EZ5123_MARK LOGO: NCGS EZ5123_MAGNETIC: N = NO MAGNETIC MATERIAL EZ5123_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ5123 EZ5123 HISTORY - Date Condition Report By EZ5123 HISTORY - 1965 MONUMENTED NCGS EZ5123 HISTORY - 1980 MARK NOT FOUND NCDOT EZ5123 EZ5123 STATION DESCRIPTION EZ5123 EZ5123'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ5123'FIRE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5123'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5123' EZ5123'FIRE IS 6.1 MILES SW OF RALEIGH AND 2.6 MILES SE OF CARY. LOCATED EZ5123'1.25 MILES NW ALONG SR 1313 FROM Y INTERSECTION OF SR EZ5123'1313 AND SR 1319. 1.3 MILES SE OF INTERSECTION OF SR 1313 AND SR EZ5123'1415. APPROXIMATELY 200 FT N OF BRIDGE OVER U.S. 1. ON EZ5123'HIGHWAY R/W 3.0 FT S OF WIRE FENCE NEAR GROVE OF OAK TREES AND ON EZ5123'NE SIDE OF SR 1313. EZ5123' EZ5123'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5123'FIRE 1965, SET IN A PRECAST MARKER, THE TOP OF WHICH IS 4 EZ5123'INCHES ABOVE THE SURFACE OF THE GROUND. EZ5123' EZ5123'MARK IS EZ5123' EZ5123'66.9 FT E OF C/L OF SR 1313 EZ5123' EZ5123'117.8 FT E OF PP WITH ALUMINUM REF. TAG EZ5123' EZ5123'44.6 FT NE OF 4X4 ROAD SIGN WITH ALUMINUM REF. TAG EZ5123' EZ5123'20.8 FT E OF FENCE POST WITH ALUMINUM REF. TAG EZ5123' EZ5123'16.2 FT W OF FENCE POST WITH ALUMINUM REF. TAG EZ5123' EZ5123'93.1 FT N OF METAL STOP SIGN EZ5123' EZ5123'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ5123 EZ5123 STATION RECOVERY (1980) EZ5123 EZ5123'RECOVERY NOTE BY NC DOT 1980 (JW) EZ5123'THE STATION HAS BEEN DESTROYED BY NEW INTERCHANGE AND BRIDGE PROJECT EZ5123'BY DOT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5022 *********************************************************************** EZ5022 DESIGNATION - FIRST CURVE EZ5022 PID - EZ5022 EZ5022 STATE/COUNTY- NC/WAKE EZ5022 USGS QUAD - WAKE FOREST (1987) EZ5022 EZ5022 *CURRENT SURVEY CONTROL EZ5022 ___________________________________________________________________ EZ5022* NAD 83(1986)- 35 58 56.64648(N) 078 30 30.40692(W) ADJUSTED EZ5022* NAVD 88 - 122.1 (meters) 401. (feet) VERTCON EZ5022 ___________________________________________________________________ EZ5022 LAPLACE CORR- -7.15 (seconds) DEFLEC99 EZ5022 GEOID HEIGHT- -32.91 (meters) GEOID03 EZ5022 EZ5022 HORZ ORDER - SECOND EZ5022 EZ5022.The North Carolina HARNS have been completed but, EZ5022.due to contractual restrictions, coordinates for these stations EZ5022.will NOT be published in the near future. In the interim, the EZ5022.published coordinates in North Carolina will not be EZ5022.consistent with the Continuously Operating Reference Stations EZ5022.(CORS). The HARN coordinates for these stations are available EZ5022.upon request. Contact Gary Thompson(919-733-3836). EZ5022. EZ5022.In addition, the published North Carolina positions EZ5022.(NAD 83 (1986)) are NOT consistent with those determined in EZ5022.adjacent state readjustments. The discontinuity between stations EZ5022.located in North Carolina and those in adjacent states EZ5022.which have been adjusted to the HARN may be as much as 5 EZ5022.decimeters. This will result in a significant loss of accuracy EZ5022.over lines crossing such state borders. EZ5022 EZ5022 EZ5022.The horizontal coordinates were established by classical geodetic methods EZ5022.and adjusted by the National Geodetic Survey in July 1986. EZ5022 EZ5022.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5022 EZ5022.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5022 EZ5022.The geoid height was determined by GEOID03. EZ5022 EZ5022; North East Units Scale Factor Converg. EZ5022;SPC NC - 247,757.873 653,929.123 MT 0.99995378 +0 17 01.4 EZ5022;SPC NC - 812,852.29 2,145,432.46 sFT 0.99995378 +0 17 01.4 EZ5022;UTM 17 - 3,984,867.204 724,629.794 MT 1.00022179 +1 27 52.2 EZ5022 EZ5022! - Elev Factor x Scale Factor = Combined Factor EZ5022!SPC NC - 0.99998600 x 0.99995378 = 0.99993978 EZ5022!UTM 17 - 0.99998600 x 1.00022179 = 1.00020778 EZ5022 EZ5022: Primary Azimuth Mark Grid Az EZ5022:SPC NC - OLD DEPOT 200 03 44.7 EZ5022:UTM 17 - OLD DEPOT 198 52 53.9 EZ5022 EZ5022|---------------------------------------------------------------------| EZ5022| PID Reference Object Distance Geod. Az | EZ5022| dddmmss.s | EZ5022| EZ0797 DIR=T 9 354.278 METERS 03619 | EZ5022| EZ1910 OLD DEPOT 402.835 METERS 2002046.1 | EZ5022|---------------------------------------------------------------------| EZ5022 EZ5022 SUPERSEDED SURVEY CONTROL EZ5022 EZ5022 NAD 27 - 35 58 56.10088(N) 078 30 31.40587(W) AD( ) 2 EZ5022 NGVD 29 (07/19/86) 122.4 (m) 402. (f) VERT ANG EZ5022 EZ5022.Superseded values are not recommended for survey control. EZ5022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5022.See file dsdata.txt to determine how the superseded data were derived. EZ5022 EZ5022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2463084867(NAD 83) EZ5022_MARKER: DE = TRAVERSE STATION DISK EZ5022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5022_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5022_MAGNETIC: N = NO MAGNETIC MATERIAL EZ5022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5022+STABILITY: SURFACE MOTION EZ5022 EZ5022 HISTORY - Date Condition Report By EZ5022 HISTORY - 1978 MONUMENTED NCGS EZ5022 EZ5022 STATION DESCRIPTION EZ5022 EZ5022'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ5022'THE STATION IS LOCATED IN WAKE FOREST. EZ5022' EZ5022'TO REACH THE STATION FROM THE INTERSECTION OF NC 98 WITH WHITE STREET EZ5022'(SR 1941) ON EAST SIDE OF RAILROAD OVERPASS IN WAKE FOREST, PROCEED EZ5022'NORTHERLY ALONG WHITE STREET FOR 0.2 MILE TO STATION ON THE LEFT, 14 EZ5022'INCHES HIGHER THAN ROAD SURFACE, IN BED OF RAILROAD RIGHT-OF-WAY AND EZ5022'AT THE SOUTHEAST END OF WEST PINE AVENUE. EZ5022' EZ5022'STATION MARK IS A STANDARD DISK STAMPED---FIRST CURVE 1978---SET IN EZ5022'THE TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE. EZ5022'THE MARK IS 5.7 FEET NORTHWEST OF NORTHWEST RAIL OF RAILROAD, 49.5 EZ5022'FEET NORTHEAST OF RAILROAD SWITCHING BOX, 81.6 FEET NORTH OF TELEGRAPH EZ5022'POLE WITH REFERENCE TAG, 90.3 FEET WEST OF TELEGRAPH POLE AND 59.5 EZ5022'FEET EAST OF 6 INCH BLACK OAK WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6653 *********************************************************************** EZ6653 DESIGNATION - FISH EZ6653 PID - EZ6653 EZ6653 STATE/COUNTY- NC/WAKE EZ6653 USGS QUAD - FUQUAY-VARINA (1993) EZ6653 EZ6653 *CURRENT SURVEY CONTROL EZ6653 ___________________________________________________________________ EZ6653* NAD 83(1986)- 35 36 08.05073(N) 078 48 10.93961(W) ADJUSTED EZ6653* NAVD 88 - 137.5 (meters) 451. (feet) VERTCON EZ6653 ___________________________________________________________________ EZ6653 LAPLACE CORR- -4.79 (seconds) DEFLEC99 EZ6653 GEOID HEIGHT- -32.65 (meters) GEOID03 EZ6653 EZ6653 HORZ ORDER - SECOND EZ6653 EZ6653.The North Carolina HARNS have been completed but, EZ6653.due to contractual restrictions, coordinates for these stations EZ6653.will NOT be published in the near future. In the interim, the EZ6653.published coordinates in North Carolina will not be EZ6653.consistent with the Continuously Operating Reference Stations EZ6653.(CORS). The HARN coordinates for these stations are available EZ6653.upon request. Contact Gary Thompson(919-733-3836). EZ6653. EZ6653.In addition, the published North Carolina positions EZ6653.(NAD 83 (1986)) are NOT consistent with those determined in EZ6653.adjacent state readjustments. The discontinuity between stations EZ6653.located in North Carolina and those in adjacent states EZ6653.which have been adjusted to the HARN may be as much as 5 EZ6653.decimeters. This will result in a significant loss of accuracy EZ6653.over lines crossing such state borders. EZ6653 EZ6653 EZ6653.The horizontal coordinates were established by classical geodetic methods EZ6653.and adjusted by the National Geodetic Survey in March 1993. EZ6653 EZ6653.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6653 EZ6653.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6653 EZ6653.The geoid height was determined by GEOID03. EZ6653 EZ6653; North East Units Scale Factor Converg. EZ6653;SPC NC - 205,487.930 627,446.767 MT 0.99989124 +0 06 49.2 EZ6653;SPC NC - 674,171.65 2,058,548.27 sFT 0.99989124 +0 06 49.2 EZ6653;UTM 17 - 3,942,053.950 699,012.282 MT 1.00008808 +1 16 45.8 EZ6653 EZ6653! - Elev Factor x Scale Factor = Combined Factor EZ6653!SPC NC - 0.99998355 x 0.99989124 = 0.99987479 EZ6653!UTM 17 - 0.99998355 x 1.00008808 = 1.00007163 EZ6653 EZ6653 SUPERSEDED SURVEY CONTROL EZ6653 EZ6653 NGVD 29 (03/10/93) 137.7 (m) 452. (f) VERT ANG EZ6653 EZ6653.Superseded values are not recommended for survey control. EZ6653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6653.See file dsdata.txt to determine how the superseded data were derived. EZ6653 EZ6653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9901242054(NAD 83) EZ6653_MARKER: DE = TRAVERSE STATION DISK EZ6653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6653_SP_SET: CONCRETE POST EZ6653_STAMPING: FISH 1983 EZ6653_MARK LOGO: NCGS EZ6653_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ6653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6653+STABILITY: SURFACE MOTION EZ6653 EZ6653 HISTORY - Date Condition Report By EZ6653 HISTORY - 1983 MONUMENTED NCGS EZ6653 EZ6653 STATION DESCRIPTION EZ6653 EZ6653'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 EZ6653'STATION IS LOCATED IN FUQUAY VARINA. EZ6653'ALONG NC 55, 1.5 KM (0.95 MI) NORTHWEST OF THE INTERSECTION WITH US EZ6653'401 , AT THE INTERSECTION WITH SR 1110 (WILBON ROAD), IN THE SOUTHWEST EZ6653'QUADRANT. EZ6653'THE STATION IS A STANDARD NCGS DISK STAMPED---FISH 1983---, SET INTO EZ6653'THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER RECESSED 10 CM EZ6653'BELOW GROUND. LOCATED 7.01 METERS (23.0 FT) WEST-SOUTHWEST FROM THE EZ6653'CENTERLINE OF HIGHWAY, 17.86 METERS (58.6 FT) SOUTH FROM THE EZ6653'CENTERLINE OF SR 1110, 3.84 METERS (12.6 FT) NORTH-NORTHEAST FROM A EZ6653'TELEPHONE POLE WITH REFERENCE TAG, 30.42 METERS (99.8 FT) EAST FROM EZ6653'THE EAST END OF NORTH DRIVEWAY CULVERT, AND 34.96 METERS (114.7 FT) EZ6653'NORTH-NORTHWEST FROM THE NORTH END OF EAST DRIVEWAY CULVERT. EZ6653'STATION IS LEVEL WITH HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2517 *********************************************************************** EZ2517 DESIGNATION - FISHER EZ2517 PID - EZ2517 EZ2517 STATE/COUNTY- NC/WAKE EZ2517 USGS QUAD - RALEIGH EAST (1993) EZ2517 EZ2517 *CURRENT SURVEY CONTROL EZ2517 ___________________________________________________________________ EZ2517* NAD 83(1986)- 35 51 25.40042(N) 078 33 12.39057(W) ADJUSTED EZ2517* NAVD 88 - 93.018 (meters) 305.18 (feet) ADJUSTED EZ2517 ___________________________________________________________________ EZ2517 LAPLACE CORR- -8.01 (seconds) DEFLEC99 EZ2517 GEOID HEIGHT- -33.10 (meters) GEOID03 EZ2517 DYNAMIC HT - 92.938 (meters) 304.91 (feet) COMP EZ2517 MODELED GRAV- 979,769.5 (mgal) NAVD 88 EZ2517 EZ2517 HORZ ORDER - SECOND EZ2517 VERT ORDER - SECOND CLASS II EZ2517 EZ2517.The North Carolina HARNS have been completed but, EZ2517.due to contractual restrictions, coordinates for these stations EZ2517.will NOT be published in the near future. In the interim, the EZ2517.published coordinates in North Carolina will not be EZ2517.consistent with the Continuously Operating Reference Stations EZ2517.(CORS). The HARN coordinates for these stations are available EZ2517.upon request. Contact Gary Thompson(919-733-3836). EZ2517. EZ2517.In addition, the published North Carolina positions EZ2517.(NAD 83 (1986)) are NOT consistent with those determined in EZ2517.adjacent state readjustments. The discontinuity between stations EZ2517.located in North Carolina and those in adjacent states EZ2517.which have been adjusted to the HARN may be as much as 5 EZ2517.decimeters. This will result in a significant loss of accuracy EZ2517.over lines crossing such state borders. EZ2517 EZ2517 EZ2517.The horizontal coordinates were established by classical geodetic methods EZ2517.and adjusted by the National Geodetic Survey in July 1986. EZ2517 EZ2517.The orthometric height was determined by differential leveling EZ2517.and adjusted by the National Geodetic Survey in June 1991. EZ2517 EZ2517.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2517 EZ2517.The geoid height was determined by GEOID03. EZ2517 EZ2517.The dynamic height is computed by dividing the NAVD 88 EZ2517.geopotential number by the normal gravity value computed on the EZ2517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2517.degrees latitude (g = 980.6199 gals.). EZ2517 EZ2517.The modeled gravity was interpolated from observed gravity values. EZ2517 EZ2517; North East Units Scale Factor Converg. EZ2517;SPC NC - 233,831.572 649,934.059 MT 0.99992828 +0 15 27.9 EZ2517;SPC NC - 767,162.42 2,132,325.33 sFT 0.99992828 +0 15 27.9 EZ2517;UTM 17 - 3,970,857.895 720,920.960 MT 1.00020144 +1 26 01.3 EZ2517 EZ2517! - Elev Factor x Scale Factor = Combined Factor EZ2517!SPC NC - 0.99999060 x 0.99992828 = 0.99991888 EZ2517!UTM 17 - 0.99999060 x 1.00020144 = 1.00019203 EZ2517 EZ2517: Primary Azimuth Mark Grid Az EZ2517:SPC NC - HUNTER 037 14 02.7 EZ2517:UTM 17 - HUNTER 036 03 29.3 EZ2517 EZ2517|---------------------------------------------------------------------| EZ2517| PID Reference Object Distance Geod. Az | EZ2517| dddmmss.s | EZ2517| EZ2516 HUNTER APPROX. 0.9 KM 0372930.6 | EZ2517| EZ5060 BELOTE 485.474 METERS 2252816.4 | EZ2517|---------------------------------------------------------------------| EZ2517 EZ2517 SUPERSEDED SURVEY CONTROL EZ2517 EZ2517 NAD 27 - 35 51 24.86454(N) 078 33 13.38277(W) AD( ) 2 EZ2517 NGVD 29 (??/??/92) 93.295 (m) 306.09 (f) ADJ UNCH 2 2 EZ2517 EZ2517.Superseded values are not recommended for survey control. EZ2517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2517.See file dsdata.txt to determine how the superseded data were derived. EZ2517 EZ2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2092170858(NAD 83) EZ2517_MARKER: DE = TRAVERSE STATION DISK EZ2517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2517_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2517_STAMPING: FISHER 1965 EZ2517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2517+STABILITY: SURFACE MOTION EZ2517 EZ2517 HISTORY - Date Condition Report By EZ2517 HISTORY - 1965 MONUMENTED NCGS EZ2517 HISTORY - 1976 GOOD NCGS EZ2517 HISTORY - 1987 GOOD USPSQD EZ2517 EZ2517 STATION DESCRIPTION EZ2517 EZ2517'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ2517'FISHER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2517'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ2517' EZ2517'FISHER IS 7.1 MILES NE OF RALEIGH AND 2.9 MILES E OF EZ2517'MILLBROOK. LOCATED 2.0 MILES NE ALONG U.S. 401 FROM BRIDGE ON EZ2517'U.S. 1 OVER U.S. 401. 1.85 MILES NE OF NEW HOPE BAPTIST EZ2517'CHURCH. 0.95 MILES SW OF SR 2042. 0.1 MILE NE OF SR 2213 EZ2517'AND ON E DITCH BANK OF U.S. 401. EZ2517' EZ2517'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2517'FISHER 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ2517'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2517' EZ2517'MARK IS EZ2517' EZ2517'35.0 FT E OF C/L OF U.S. 401 EZ2517' EZ2517'25.2 FT E OF YELLOW ARROW ON U.S. 401 EZ2517' EZ2517'35.7 FT NW OF 12 INCH PINE WITH ALUMINUM REF. TAG EZ2517' EZ2517'52.9 FT NW OF 6 INCH PINE WITH ALUMINUM REF. TAG EZ2517' EZ2517'36.0 FT N OF 8 INCH PINE WITH ALUMINUM REF. TAG EZ2517' EZ2517'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ2517 EZ2517 STATION RECOVERY (1976) EZ2517 EZ2517'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2517'7.1 MI NE FROM RALEIGH. EZ2517'STATION IS LOCATED 2.0 MILES NE ALONG US 401 FROM BRIDGE ON US 1 OVER EZ2517'US 401. 0.15 MILE NORTHEAST OF INTERSECTION WITH SR 2041 (W) AND SR EZ2517'2213 (S) AND AT NORTH CORNER OF WOODS. 35.3 FT. SE OF C/L OF US 401, EZ2517'34.5 FT. NW OF 15 INCH PINE WITH ALUMINUM REF. TAG, 52.0 FT. NW OF 10 EZ2517'INCH PINE WITH ALUMINUM REF. TAG, 35.3 FT. N OF 6 INCH PINE WITH EZ2517'ALUMINUM REF. TAG AND 176.8 FT. SW OF GUY POLE WITH ALUMINUM REF. TAG. EZ2517'DISK IS SET IN CONCRETE CYLINDER, 2 INCHES BELOW THE SURFACE OF THE EZ2517'GROUND. EZ2517 EZ2517 STATION RECOVERY (1987) EZ2517 EZ2517'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ2517'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6550 *********************************************************************** EZ6550 DESIGNATION - FIVE POINTS EZ6550 PID - EZ6550 EZ6550 STATE/COUNTY- NC/WAKE EZ6550 USGS QUAD - RALEIGH WEST (1988) EZ6550 EZ6550 *CURRENT SURVEY CONTROL EZ6550 ___________________________________________________________________ EZ6550* NAD 83(1986)- 35 48 13.73946(N) 078 38 44.67850(W) ADJUSTED EZ6550* NAVD 88 - 97.1 (meters) 319. (feet) VERTCON EZ6550 ___________________________________________________________________ EZ6550 LAPLACE CORR- -7.38 (seconds) DEFLEC99 EZ6550 GEOID HEIGHT- -32.82 (meters) GEOID03 EZ6550 EZ6550 HORZ ORDER - SECOND EZ6550 EZ6550.The North Carolina HARNS have been completed but, EZ6550.due to contractual restrictions, coordinates for these stations EZ6550.will NOT be published in the near future. In the interim, the EZ6550.published coordinates in North Carolina will not be EZ6550.consistent with the Continuously Operating Reference Stations EZ6550.(CORS). The HARN coordinates for these stations are available EZ6550.upon request. Contact Gary Thompson(919-733-3836). EZ6550. EZ6550.In addition, the published North Carolina positions EZ6550.(NAD 83 (1986)) are NOT consistent with those determined in EZ6550.adjacent state readjustments. The discontinuity between stations EZ6550.located in North Carolina and those in adjacent states EZ6550.which have been adjusted to the HARN may be as much as 5 EZ6550.decimeters. This will result in a significant loss of accuracy EZ6550.over lines crossing such state borders. EZ6550 EZ6550 EZ6550.The horizontal coordinates were established by classical geodetic methods EZ6550.and adjusted by the National Geodetic Survey in December 1992. EZ6550 EZ6550.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6550 EZ6550.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6550 EZ6550.The geoid height was determined by GEOID03. EZ6550 EZ6550; North East Units Scale Factor Converg. EZ6550;SPC NC - 227,891.239 641,618.504 MT 0.99991891 +0 12 16.1 EZ6550;SPC NC - 747,673.17 2,105,043.38 sFT 0.99991891 +0 12 16.1 EZ6550;UTM 17 - 3,964,746.782 712,726.830 MT 1.00015765 +1 22 40.0 EZ6550 EZ6550! - Elev Factor x Scale Factor = Combined Factor EZ6550!SPC NC - 0.99998991 x 0.99991891 = 0.99990882 EZ6550!UTM 17 - 0.99998991 x 1.00015765 = 1.00014755 EZ6550 EZ6550 SUPERSEDED SURVEY CONTROL EZ6550 EZ6550 NGVD 29 (12/28/92) 97.4 (m) 320. (f) VERT ANG EZ6550 EZ6550.Superseded values are not recommended for survey control. EZ6550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6550.See file dsdata.txt to determine how the superseded data were derived. EZ6550 EZ6550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1272764747(NAD 83) EZ6550_MARKER: DE = TRAVERSE STATION DISK EZ6550_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN EZ6550+WITH SETTING: PAVEMENT EZ6550_MAGNETIC: N = NO MAGNETIC MATERIAL EZ6550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6550+STABILITY: SURFACE MOTION EZ6550 EZ6550 HISTORY - Date Condition Report By EZ6550 HISTORY - 1983 MONUMENTED NCGS EZ6550 EZ6550 STATION DESCRIPTION EZ6550 EZ6550'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG) EZ6550'THE STATION IS LOCATED ABOUT 2.6 KM (1.6 MI) EZ6550'NORTH-NORTHWEST OF THE STATE CAPITOL IN RALEIGH. EZ6550' EZ6550'TO REACH THE STATION FROM THE GLENWOOD AVENUE OVERPASS OF WADE EZ6550'AVENUE, GO NORTH FOR 0.6 KM (0.4 MI) ON GLENWOOD AVENUE TO STATION EZ6550'IN SOUTHEAST QUADRANT OF FAIRVIEW ROAD INTERSECTION (IN THE FIVE EZ6550'POINTS AREA), IN FRONT OF GULF SERVICE STATION IN SIDEWALK. EZ6550' EZ6550'THE STATION IS A STANDARD NCGS DISK EZ6550'STAMPED---FIVE POINTS 1983---, EZ6550'SET INTO DRILLED HOLE, EZ6550'1.10 METERS (3.6 FT) EAST FROM THE EAST EDGE OF PAVEMENT OF EZ6550'GLENWOOD AVENUE, EZ6550'14.81 METERS (48.6 FT) SOUTHWEST FROM THE CENTERLINE OF FAIRVIEW EZ6550'ROAD, EZ6550'8.17 METERS (26.8 FT) SOUTHWEST FROM A POWER POLE WITH REFERENCE EZ6550'TAG, EZ6550'2.90 METERS (9.5 FT) WEST-SOUTHWEST FROM THE CONCRETE BASE OF GULF EZ6550'SIGN AND EZ6550'22.92 METERS (75.2 FT) NORTH FROM A COMBINATION POLE WITH REFERENCE EZ6550'TAG. EZ6550' EZ6550'THE MARK IS LEVEL WITH THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1046 *********************************************************************** EZ1046 DESIGNATION - FLAT EZ1046 PID - EZ1046 EZ1046 STATE/COUNTY- NC/WAKE EZ1046 USGS QUAD - FUQUAY-VARINA (1993) EZ1046 EZ1046 *CURRENT SURVEY CONTROL EZ1046 ___________________________________________________________________ EZ1046* NAD 83(1986)- 35 37 01.65983(N) 078 48 49.94441(W) ADJUSTED EZ1046* NAVD 88 - 127.728 (meters) 419.05 (feet) ADJUSTED EZ1046 ___________________________________________________________________ EZ1046 LAPLACE CORR- -5.11 (seconds) DEFLEC99 EZ1046 GEOID HEIGHT- -32.59 (meters) GEOID03 EZ1046 DYNAMIC HT - 127.616 (meters) 418.69 (feet) COMP EZ1046 MODELED GRAV- 979,748.1 (mgal) NAVD 88 EZ1046 EZ1046 HORZ ORDER - SECOND EZ1046 VERT ORDER - SECOND CLASS 0 EZ1046 EZ1046.The North Carolina HARNS have been completed but, EZ1046.due to contractual restrictions, coordinates for these stations EZ1046.will NOT be published in the near future. In the interim, the EZ1046.published coordinates in North Carolina will not be EZ1046.consistent with the Continuously Operating Reference Stations EZ1046.(CORS). The HARN coordinates for these stations are available EZ1046.upon request. Contact Gary Thompson(919-733-3836). EZ1046. EZ1046.In addition, the published North Carolina positions EZ1046.(NAD 83 (1986)) are NOT consistent with those determined in EZ1046.adjacent state readjustments. The discontinuity between stations EZ1046.located in North Carolina and those in adjacent states EZ1046.which have been adjusted to the HARN may be as much as 5 EZ1046.decimeters. This will result in a significant loss of accuracy EZ1046.over lines crossing such state borders. EZ1046 EZ1046 EZ1046.The horizontal coordinates were established by classical geodetic methods EZ1046.and adjusted by the National Geodetic Survey in July 1986. EZ1046 EZ1046.The orthometric height was determined by differential leveling EZ1046.and adjusted by the National Geodetic Survey in June 1991. EZ1046 EZ1046.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1046 EZ1046.The geoid height was determined by GEOID03. EZ1046 EZ1046.The dynamic height is computed by dividing the NAVD 88 EZ1046.geopotential number by the normal gravity value computed on the EZ1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1046.degrees latitude (g = 980.6199 gals.). EZ1046 EZ1046.The modeled gravity was interpolated from observed gravity values. EZ1046 EZ1046; North East Units Scale Factor Converg. EZ1046;SPC NC - 207,138.084 626,462.002 MT 0.99989286 +0 06 26.7 EZ1046;SPC NC - 679,585.53 2,055,317.42 sFT 0.99989286 +0 06 26.7 EZ1046;UTM 17 - 3,943,684.040 697,993.948 MT 1.00008310 +1 16 24.7 EZ1046 EZ1046! - Elev Factor x Scale Factor = Combined Factor EZ1046!SPC NC - 0.99998507 x 0.99989286 = 0.99987793 EZ1046!UTM 17 - 0.99998507 x 1.00008310 = 1.00006817 EZ1046 EZ1046: Primary Azimuth Mark Grid Az EZ1046:SPC NC - CORNER 326 06 29.7 EZ1046:UTM 17 - CORNER 324 56 31.7 EZ1046 EZ1046|---------------------------------------------------------------------| EZ1046| PID Reference Object Distance Geod. Az | EZ1046| dddmmss.s | EZ1046| EZ1045 FARM 448.746 METERS 1314841.5 | EZ1046| EZ1047 CORNER APPROX. 1.1 KM 3261256.4 | EZ1046|---------------------------------------------------------------------| EZ1046 EZ1046 SUPERSEDED SURVEY CONTROL EZ1046 EZ1046 NAD 27 - 35 37 01.10660(N) 078 48 50.90618(W) AD( ) 2 EZ1046 NGVD 29 (??/??/92) 127.990 (m) 419.91 (f) ADJ UNCH 2 0 EZ1046 EZ1046.Superseded values are not recommended for survey control. EZ1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1046.See file dsdata.txt to determine how the superseded data were derived. EZ1046 EZ1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9799443684(NAD 83) EZ1046_MARKER: DE = TRAVERSE STATION DISK EZ1046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1046_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1046_STAMPING: FLAT 1967 EZ1046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1046+STABILITY: SURFACE MOTION EZ1046 EZ1046 HISTORY - Date Condition Report By EZ1046 HISTORY - 1967 MONUMENTED NCGS EZ1046 HISTORY - 1973 GOOD NCGS EZ1046 HISTORY - 1979 GOOD LOCSUR EZ1046 EZ1046 STATION DESCRIPTION EZ1046 EZ1046'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1046'FLAT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ1046'THE VICINITY OF APEX, NORTH CAROLINA. EZ1046' EZ1046'FLAT IS LOCATED APPROXIMATELY 2.5 MILES NORTHWEST OF FUQUAY EZ1046'SPRINGS. TO REACH STATION PROCEED FROM THE INTERSECTION OF NC EZ1046'55 WITH U.S. 401 IN FUQUAY-VARINA, GO NORTH ON NC 55 FOR 2.15 MILES EZ1046'TO STATION. WHICH IS ON THE WEST SHOULDER OF NC 55 IN CURVE, 175 EZ1046'FT SOUTH OF A WOODED HEDGE ROW AND 0.2 MILES NORTH OF EZ1046'INTERSECTION OF SR 1113 AND NC 55. EZ1046' EZ1046'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1046'FLAT 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1046'WHICH IS 5 INCHES BELOW THE SURFACE OF THE GROUND. EZ1046' EZ1046'MARK IS EZ1046' EZ1046'15.7 FT SW OF C/L OF NC 55 EZ1046' EZ1046'111.6 FT SSE OF 4X4 POST WITH WEST 55 SIGN ON E SIDE OF NC 55, EZ1046'AND WITH ALUMINUM REF. TAG EZ1046' EZ1046'163.7 FT SE OF 30 INCH OAK WITH ALUMINUM REF. TAG AT NE END OF EZ1046'WOODED HEDGE ROW EZ1046' EZ1046'209.7 FT NW OF 4X4 SIGN WITH CROSS ROAD SIGN W SIDE OF NC 55, EZ1046'AND WITH ALUMINUM REF. TAG EZ1046 EZ1046 STATION RECOVERY (1973) EZ1046 EZ1046'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1046'2.5 MI NNW FROM FUQUAY VARINA. EZ1046'FLAT IS ABOUT MIDWAY BETWEEN FUQUAY-VARINA AND HOLLY SPRINGS. EZ1046'TO REACH STATION FROM INTERSECTION OF U.S. 401 AND NC 55 IN EZ1046'FUQUAY-VARINA, PROCEED NW ALONG NC 55 FOR 2.15 MILES TO STATION EZ1046'ON LEFT ON SW SHOULDER, 0.2 MILES NW OF INTERSECTION WITH SR 113, EZ1046'AND APPROXIMATELY 175 FT S OF A WOODED HEDGE ROW, 15.1 FT SW OF EZ1046'NC 55, 99.0 FT SSE OF 4 X 4 WEST 55 SIGN POST W/ALUMINUM REF. EZ1046'TAG, 163.7 FT SE OF 30 IN OAK W/ALUMINUM REF. TAG, AND 209.7 FT EZ1046'NW OF 4 X 4 CROSSROAD SIGN POST W/ALUMINUM REF. TAG. DISK IS EZ1046'SET IN CONCRETE CYLINDER 5 INCHES BELOW THE SURFACE OF THE GROUND. EZ1046 EZ1046 STATION RECOVERY (1979) EZ1046 EZ1046'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (ARB) EZ1046'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1028 *********************************************************************** EZ1028 DESIGNATION - FLINT EZ1028 PID - EZ1028 EZ1028 STATE/COUNTY- NC/WAKE EZ1028 USGS QUAD - LAKE WHEELER (1993) EZ1028 EZ1028 *CURRENT SURVEY CONTROL EZ1028 ___________________________________________________________________ EZ1028* NAD 83(1986)- 35 37 35.01402(N) 078 43 15.06313(W) ADJUSTED EZ1028* NAVD 88 - 104.888 (meters) 344.12 (feet) ADJUSTED EZ1028 ___________________________________________________________________ EZ1028 LAPLACE CORR- -5.14 (seconds) DEFLEC99 EZ1028 GEOID HEIGHT- -32.87 (meters) GEOID03 EZ1028 DYNAMIC HT - 104.797 (meters) 343.82 (feet) COMP EZ1028 MODELED GRAV- 979,757.5 (mgal) NAVD 88 EZ1028 EZ1028 HORZ ORDER - SECOND EZ1028 VERT ORDER - SECOND CLASS 0 EZ1028 EZ1028.The North Carolina HARNS have been completed but, EZ1028.due to contractual restrictions, coordinates for these stations EZ1028.will NOT be published in the near future. In the interim, the EZ1028.published coordinates in North Carolina will not be EZ1028.consistent with the Continuously Operating Reference Stations EZ1028.(CORS). The HARN coordinates for these stations are available EZ1028.upon request. Contact Gary Thompson(919-733-3836). EZ1028. EZ1028.In addition, the published North Carolina positions EZ1028.(NAD 83 (1986)) are NOT consistent with those determined in EZ1028.adjacent state readjustments. The discontinuity between stations EZ1028.located in North Carolina and those in adjacent states EZ1028.which have been adjusted to the HARN may be as much as 5 EZ1028.decimeters. This will result in a significant loss of accuracy EZ1028.over lines crossing such state borders. EZ1028 EZ1028 EZ1028.The horizontal coordinates were established by classical geodetic methods EZ1028.and adjusted by the National Geodetic Survey in July 1986. EZ1028 EZ1028.The orthometric height was determined by differential leveling EZ1028.and adjusted by the National Geodetic Survey in June 1991. EZ1028 EZ1028.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1028 EZ1028.The geoid height was determined by GEOID03. EZ1028 EZ1028.The dynamic height is computed by dividing the NAVD 88 EZ1028.geopotential number by the normal gravity value computed on the EZ1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1028.degrees latitude (g = 980.6199 gals.). EZ1028 EZ1028.The modeled gravity was interpolated from observed gravity values. EZ1028 EZ1028; North East Units Scale Factor Converg. EZ1028;SPC NC - 208,185.694 634,885.798 MT 0.99989390 +0 09 40.0 EZ1028;SPC NC - 683,022.56 2,082,954.49 sFT 0.99989390 +0 09 40.0 EZ1028;UTM 17 - 3,944,903.184 706,396.439 MT 1.00012498 +1 19 41.0 EZ1028 EZ1028! - Elev Factor x Scale Factor = Combined Factor EZ1028!SPC NC - 0.99998870 x 0.99989390 = 0.99988260 EZ1028!UTM 17 - 0.99998870 x 1.00012498 = 1.00011367 EZ1028 EZ1028: Primary Azimuth Mark Grid Az EZ1028:SPC NC - MIDDLE 036 16 17.6 EZ1028:UTM 17 - MIDDLE 035 06 16.6 EZ1028 EZ1028|---------------------------------------------------------------------| EZ1028| PID Reference Object Distance Geod. Az | EZ1028| dddmmss.s | EZ1028| EZ1027 MIDDLE APPROX. 0.8 KM 0362557.6 | EZ1028| EZ1030 WRENN 242.979 METERS 24216 | EZ1028|---------------------------------------------------------------------| EZ1028 EZ1028 SUPERSEDED SURVEY CONTROL EZ1028 EZ1028 NAD 27 - 35 37 34.45758(N) 078 43 16.03324(W) AD( ) 2 EZ1028 NGVD 29 (??/??/92) 105.156 (m) 345.00 (f) ADJ UNCH 2 0 EZ1028 EZ1028.Superseded values are not recommended for survey control. EZ1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1028.See file dsdata.txt to determine how the superseded data were derived. EZ1028 EZ1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0639644903(NAD 83) EZ1028_MARKER: DE = TRAVERSE STATION DISK EZ1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1028_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1028_STAMPING: FLINT 1967 EZ1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1028+STABILITY: SURFACE MOTION EZ1028 EZ1028 HISTORY - Date Condition Report By EZ1028 HISTORY - 1967 MONUMENTED NCGS EZ1028 HISTORY - 1973 GOOD NCGS EZ1028 HISTORY - 1973 GOOD NCGS EZ1028 EZ1028 STATION DESCRIPTION EZ1028 EZ1028'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1028'FLINT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ1028'THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ1028' EZ1028'FLINT IS LOCATED APPROXIMATELY 11.5 MILES SSW OF RALEIGH. TO EZ1028'REACH STATION PROCEED FROM THE INTERSECTION OF SR 1393 WEST AND EZ1028'SR 2751 EAST AND U.S. 401. GO NORTH ON U.S. 401 FOR 0.2 MILE TO EZ1028'STATION, WHICH IS ON THE EAST BANK OF U.S. 401 NORTH BOUND LANE, EZ1028'ON NORTH END OF TRIANGULAR SHAPED WOODED AREA BETWEEN GRAVEL EZ1028'DRIVEWAY AND U.S. 401, AND UNDER TELEPHONE LINE. EZ1028' EZ1028'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1028'FLINT 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1028'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ1028' EZ1028'MARK IS EZ1028' EZ1028'49.8 FT ESE OF C/L OF U.S. 401 NORTH BOUND LANE EZ1028' EZ1028'12.0 FT SSE OF TP WITH ALUMINUM REF. TAG EZ1028' EZ1028'15.7 FT NE OF TWIN 3 INCH MAPLES WITH ALUMINUM REF. TAG EZ1028' EZ1028'12.5 FT WNW OF C/L OF GRAVEL DRIVEWAY EZ1028' EZ1028'33.4 FT W OF 5 INCH MAPLE WITH ALUMINUM REF. TAG EZ1028' EZ1028'22.5 FT WNW OF 4 INCH MAPLE WITH ALUMINUM REF. TAG EZ1028 EZ1028 STATION RECOVERY (1973) EZ1028 EZ1028'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1028'5.3 MI ENE FROM FUQUAY VARINA. EZ1028'FLINT IS LOCATED APPROXIMATELY 11.5 MILES SSW OF CAPITOL SQUARE EZ1028'IN RALEIGH. TO REACH STATION FROM INTERSECTION OF U.S. 401, EZ1028'NC 55 AND NC 42 APPROXIMATELY 2.5 MILES ENE OF FUQUAY-VARINA, EZ1028'PROCEED NE ALONG U.S. 401 FOR 3.0 MILES TO STATION ON RIGHT ON EZ1028'TOP OF A BANK AND AT NORTH END OF A TRIANGULAR SHAPED WOODED EZ1028'AREA BETWEEN U.S. 401 AND A GRAVEL DRIVE, 0.2 MILES NORTH OF EZ1028'INTERSECTION WITH SR 1393, 49.8 FT ESE OF C/L OF U.S. 401 N BOUND EZ1028'LANE, 12.5 FT WNW OF C/L GRAVEL DRIVE, 11.2 FT SSW OF TP 27 EZ1028'W/ALUMINUM REF. TAG, 15.7 FT NE OF TWIN 4 IN GUM W/ALUMINUM REF. EZ1028'TAG, 33.4 FT W OF 5 IN GUM W/ALUMINUM REF. TAG, AND 22.5 FT WNW EZ1028'OF 4 IN GUM W/ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER EZ1028'FLUSH WITH THE SURFACE OF THE GROUND. EZ1028 EZ1028 STATION RECOVERY (1973) EZ1028 EZ1028'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1028'LOCATED APPROXIMATELY 11.5 MILES SSW OF CAPITOL SQUARE IN RALEIGH. TO EZ1028'REACH STATION FROM INTERSECTION OF US 401, NC 55 AND NC 42 EZ1028'APPROXIMATELY 2.5 MILES ENE OF FUQUAY-VARINA, PROCEED NE ALONG US 401 EZ1028'FOR 3.0 MILES TO STATION ON RIGHT ON TOP OF A BANK AND AT NORTH END OF EZ1028'A TRIANGULAR SHAPED WOODED AREA BETWEEN US 401 AND A GRAVEL DRIVE. 0.2 EZ1028'MILES NORTH OF INTERSECTION WITH SR 1393, 49.8 FT. ESE OF C/L OF US EZ1028'401 N BOUND LANE, 12.5 FT. WNW OF C/L GRAVEL DRIVE, 11.2 FT. SSW OF TP EZ1028'NO. 27 W/ALUMINUM REF. TAG, 15.7 FT. NE OF TWIN 4 IN. GUM W/ALUMINUM EZ1028'REF. TAG, 33.4 FT. W OF 5 IN. GUM W/ALUMINUM REF. TAG, AND 22.5 FT. EZ1028'WNW OF 4 IN. GUM W/ALUMINUM REF. TAG. DISK IS SET IN CONCRETE EZ1028'CYLINDER FLUSH WITH THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5341 *********************************************************************** EZ5341 DESIGNATION - FLYING EZ5341 PID - EZ5341 EZ5341 STATE/COUNTY- NC/WAKE EZ5341 USGS QUAD - FUQUAY-VARINA (1993) EZ5341 EZ5341 *CURRENT SURVEY CONTROL EZ5341 ___________________________________________________________________ EZ5341* NAD 83(1986)- 35 32 43.19164(N) 078 45 11.36975(W) ADJUSTED EZ5341* NAVD 88 - 106.78 (+/-2cm) 350.3 (feet) VERTCON EZ5341 ___________________________________________________________________ EZ5341 LAPLACE CORR- -4.54 (seconds) DEFLEC99 EZ5341 GEOID HEIGHT- -32.91 (meters) GEOID03 EZ5341 EZ5341 HORZ ORDER - SECOND EZ5341 VERT ORDER - THIRD ? (See Below) EZ5341 EZ5341.The North Carolina HARNS have been completed but, EZ5341.due to contractual restrictions, coordinates for these stations EZ5341.will NOT be published in the near future. In the interim, the EZ5341.published coordinates in North Carolina will not be EZ5341.consistent with the Continuously Operating Reference Stations EZ5341.(CORS). The HARN coordinates for these stations are available EZ5341.upon request. Contact Gary Thompson(919-733-3836). EZ5341. EZ5341.In addition, the published North Carolina positions EZ5341.(NAD 83 (1986)) are NOT consistent with those determined in EZ5341.adjacent state readjustments. The discontinuity between stations EZ5341.located in North Carolina and those in adjacent states EZ5341.which have been adjusted to the HARN may be as much as 5 EZ5341.decimeters. This will result in a significant loss of accuracy EZ5341.over lines crossing such state borders. EZ5341 EZ5341 EZ5341.The horizontal coordinates were established by classical geodetic methods EZ5341.and adjusted by the National Geodetic Survey in July 1986. EZ5341 EZ5341.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5341.The vertical order pertains to the NGVD 29 superseded value. EZ5341 EZ5341.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5341 EZ5341.The geoid height was determined by GEOID03. EZ5341 EZ5341; North East Units Scale Factor Converg. EZ5341;SPC NC - 199,185.050 631,981.849 MT 0.99988567 +0 08 32.9 EZ5341;SPC NC - 653,492.95 2,073,427.12 sFT 0.99988567 +0 08 32.9 EZ5341;UTM 17 - 3,935,843.262 703,675.555 MT 1.00011123 +1 18 23.9 EZ5341 EZ5341! - Elev Factor x Scale Factor = Combined Factor EZ5341!SPC NC - 0.99998841 x 0.99988567 = 0.99987408 EZ5341!UTM 17 - 0.99998841 x 1.00011123 = 1.00009964 EZ5341 EZ5341: Primary Azimuth Mark Grid Az EZ5341:SPC NC - KENNEBEC 145 35 38.4 EZ5341:UTM 17 - KENNEBEC 144 25 47.4 EZ5341 EZ5341|---------------------------------------------------------------------| EZ5341| PID Reference Object Distance Geod. Az | EZ5341| dddmmss.s | EZ5341| EZ5281 KENNEBEC APPROX. 1.0 KM 1454411.3 | EZ5341|---------------------------------------------------------------------| EZ5341 EZ5341 SUPERSEDED SURVEY CONTROL EZ5341 EZ5341 NAD 27 - 35 32 42.62335(N) 078 45 12.32566(W) AD( ) 2 EZ5341 NGVD 29 (07/19/86) 107.02 (m) 351.1 (f) LEVELING 3 EZ5341 EZ5341.Superseded values are not recommended for survey control. EZ5341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5341.See file dsdata.txt to determine how the superseded data were derived. EZ5341 EZ5341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0367635843(NAD 83) EZ5341_MARKER: DE = TRAVERSE STATION DISK EZ5341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5341_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5341_STAMPING: FLYING 1972 EZ5341_MARK LOGO: NCGS EZ5341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5341+STABILITY: SURFACE MOTION EZ5341 EZ5341 HISTORY - Date Condition Report By EZ5341 HISTORY - 1972 MONUMENTED NCGS EZ5341 EZ5341 STATION DESCRIPTION EZ5341 EZ5341'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ5341'FLYING IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ5341'VICINITY OF ANGIER, NORTH CAROLINA. EZ5341' EZ5341'FLYING IS LOCATED APPROXIMATELY 2.8 MILES NNW OF ANGIER. TO REACH EZ5341'STATION FROM THE INTERSECTION OF NC 55 AND NC 210 IN ANGIER, PROCEED EZ5341'NORTH ALONG NC 55 FOR 2.85 MILES TO STATION ON RIGHT, 0.5 MILE EZ5341'NORTHWEST OF INTERSECTION WITH SR 2763, APPROXIMATELY 40 FEET WEST EZ5341'OF NW EDGE OF ANGIER AIRPORT RUNWAY (DIRT), APPROXIMATELY 75 FEET EZ5341'SOUTHEAST OF C/L OF DIRT ROAD ENTRANCE (E). EZ5341' EZ5341'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5341'FLYING 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ5341'IS 1 INCH ABOVE THE GROUND. EZ5341' EZ5341'MARK IS--37.0 FEET NE OF C/L OF NC 55. EZ5341'31.6 FEET WSW OF W RAIL OF DURHAM AND SOUTHERN RR. EZ5341'2.7 FEET WSW OF TP WITH ALUMINUM REF. TAG. EZ5341'68.4 FEET SSW OF C/L OF RUNWAY WARNING LIGHT (2ND FROM NW END ON W EZ5341'SIDE). EZ5341'140.7 FEET SE OF SE CORNER OF NE PORCH COLUMN ON 1-1/2 STORY EZ5341'FRAME DWELLING. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0839 *********************************************************************** EZ0839 DESIGNATION - FN 1 EZ0839 PID - EZ0839 EZ0839 STATE/COUNTY- NC/WAKE EZ0839 USGS QUAD - WAKE FOREST (1987) EZ0839 EZ0839 *CURRENT SURVEY CONTROL EZ0839 ___________________________________________________________________ EZ0839* NAD 83(1986)- 35 54 58.12847(N) 078 35 40.45350(W) ADJUSTED EZ0839* NAVD 88 - 132.329 (meters) 434.15 (feet) ADJUSTED EZ0839 ___________________________________________________________________ EZ0839 LAPLACE CORR- -7.27 (seconds) DEFLEC99 EZ0839 GEOID HEIGHT- -32.74 (meters) GEOID03 EZ0839 DYNAMIC HT - 132.217 (meters) 433.78 (feet) COMP EZ0839 MODELED GRAV- 979,780.8 (mgal) NAVD 88 EZ0839 EZ0839 HORZ ORDER - SECOND EZ0839 VERT ORDER - SECOND CLASS 0 EZ0839 EZ0839.The North Carolina HARNS have been completed but, EZ0839.due to contractual restrictions, coordinates for these stations EZ0839.will NOT be published in the near future. In the interim, the EZ0839.published coordinates in North Carolina will not be EZ0839.consistent with the Continuously Operating Reference Stations EZ0839.(CORS). The HARN coordinates for these stations are available EZ0839.upon request. Contact Gary Thompson(919-733-3836). EZ0839. EZ0839.In addition, the published North Carolina positions EZ0839.(NAD 83 (1986)) are NOT consistent with those determined in EZ0839.adjacent state readjustments. The discontinuity between stations EZ0839.located in North Carolina and those in adjacent states EZ0839.which have been adjusted to the HARN may be as much as 5 EZ0839.decimeters. This will result in a significant loss of accuracy EZ0839.over lines crossing such state borders. EZ0839 EZ0839 EZ0839.The horizontal coordinates were established by classical geodetic methods EZ0839.and adjusted by the National Geodetic Survey in July 1986. EZ0839 EZ0839.The orthometric height was determined by differential leveling EZ0839.and adjusted by the National Geodetic Survey in June 1991. EZ0839 EZ0839.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0839 EZ0839.The geoid height was determined by GEOID03. EZ0839 EZ0839.The dynamic height is computed by dividing the NAVD 88 EZ0839.geopotential number by the normal gravity value computed on the EZ0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0839.degrees latitude (g = 980.6199 gals.). EZ0839 EZ0839.The modeled gravity was interpolated from observed gravity values. EZ0839 EZ0839; North East Units Scale Factor Converg. EZ0839;SPC NC - 240,371.711 646,192.597 MT 0.99993970 +0 14 02.4 EZ0839;SPC NC - 788,619.52 2,120,050.21 sFT 0.99993970 +0 14 02.4 EZ0839;UTM 17 - 3,977,321.478 717,044.976 MT 1.00018051 +1 24 41.7 EZ0839 EZ0839! - Elev Factor x Scale Factor = Combined Factor EZ0839!SPC NC - 0.99998437 x 0.99993970 = 0.99992407 EZ0839!UTM 17 - 0.99998437 x 1.00018051 = 1.00016488 EZ0839 EZ0839 SUPERSEDED SURVEY CONTROL EZ0839 EZ0839 NAD 27 - 35 54 57.59584(N) 078 35 41.44371(W) AD( ) 2 EZ0839 NGVD 29 (??/??/92) 132.606 (m) 435.06 (f) ADJ UNCH 2 0 EZ0839 EZ0839.Superseded values are not recommended for survey control. EZ0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0839.See file dsdata.txt to determine how the superseded data were derived. EZ0839 EZ0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1704577321(NAD 83) EZ0839_MARKER: DD = SURVEY DISK EZ0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0839_SP_SET: CONCRETE POST EZ0839_STAMPING: FN 1 1966 EZ0839_MARK LOGO: USE EZ0839_MAGNETIC: N = NO MAGNETIC MATERIAL EZ0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0839+STABILITY: SURFACE MOTION EZ0839 EZ0839 HISTORY - Date Condition Report By EZ0839 HISTORY - 1970 MONUMENTED USE EZ0839 HISTORY - 1972 GOOD NCGS EZ0839 HISTORY - 1981 MARK NOT FOUND LOCSUR EZ0839 HISTORY - 1985 GOOD NCGS EZ0839 HISTORY - 1985 GOOD USPSQD EZ0839 HISTORY - 1985 GOOD NCGS EZ0839 HISTORY - 1986 GOOD USPSQD EZ0839 HISTORY - 1987 GOOD USPSQD EZ0839 EZ0839 STATION DESCRIPTION EZ0839 EZ0839'DESCRIBED BY US ENGINEERS 1970 (EM) EZ0839'FN-1 IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0839'VICINITY OF NORTHWEST WAKE COUNTY. EZ0839' EZ0839'FN-1 IS LOCATED APPROXIMATELY 1.9 MILES SOUTH OF FALLS AND 3.3 MILES EZ0839'ENE OF SIX FORKS. TO REACH STATION PROCEED FROM THE INTERSECTION OF EZ0839'SR 2000 AND SR 2002 IN COMMUNITY OF FALLS, GO SOUTH ON SR 2000 FOR EZ0839'1.25 MILES TO T INTERSECTION OF SR 2000 AND SR 2011, CONTINUE EZ0839'SOUTH ON SR 2000 FOR 0.25 MILE TO STATION ON RIGHT, APPROXIMATELY EZ0839'200 FEET SOUTH OF INTERSECTION OF SR 2000 AND SR 2006. EZ0839' EZ0839'STATION MARK IS A STANDARD CORPS OF ENGINEERS PRECAST MONUMENT, WITH EZ0839'A DISK STAMPED FN-1 1966, WHICH IS 3 INCHES ABOVE THE SURFACE OF THE EZ0839'GROUND. EZ0839' EZ0839'MARK IS-- EZ0839'31.0 FEET W OF C/L OF SR 2000. EZ0839'30.5 FEET N OF ALUMINUM REF. TAG ON TP. EZ0839'50.1 FEET N OF ALUMINUM REF. TAG ON PP. EZ0839'124.5 FEET NNW OF ALUMINUM REF. TAG ON PP W/TRANSFORMER. EZ0839'10.6 FEET NE OF 2 FEET UP ON 30 INCH OAK TREE. EZ0839'27.6 FEET S OF 2 FEET UP ON 24 INCH OAK TREE. EZ0839 EZ0839 STATION RECOVERY (1972) EZ0839 EZ0839'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0839'1.9 MI S FROM FALLS. EZ0839'STATION IS 1.9 MILES S OF FALLS AND 3.3 MILES ENE OF SIX FORKS. EZ0839'FROM T INTERSECTION OF SR 2000 AND SR 2011 GO SOUTH ON SR 2000 EZ0839'FOR 0.25 MILE TO STATION ON RIGHT, APPROX. 200 FT. S OF INTERSECTION EZ0839'OF SR 2000 AND SR 2006, 31.0 FT W OF C/L OF SR 2000, 30.5 FT N EZ0839'OF ALUM. REF. TAG ON TP, 50.1 FT N OF ALUM. REF. TAG ON PP, EZ0839'124.5 FT NNW OF ALUM. REF. TAG ON PP W/TRANSFORMER. STATION IS EZ0839'3 INCHES ABOVE THE GROUND. EZ0839 EZ0839 STATION RECOVERY (1981) EZ0839 EZ0839'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (FD) EZ0839'STATION WAS NOT RECOVERED, PROBABLY LOST. EZ0839 EZ0839 STATION RECOVERY (1985) EZ0839 EZ0839'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0839'THE STATION WAS RECOVERED AT THIS DATE. EZ0839'STATION IN GOOD CONDITION AS DESCRIBED. EZ0839' EZ0839'NCGS EZ0839 EZ0839 STATION RECOVERY (1985) EZ0839 EZ0839'RECOVERY NOTE BY US POWER SQUADRON 1985 (JTS) EZ0839'RECOVERED IN GOOD CONDITION. EZ0839 EZ0839 STATION RECOVERY (1985) EZ0839 EZ0839'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 EZ0839'RECOVERED IN GOOD CONDITION. EZ0839 EZ0839 STATION RECOVERY (1986) EZ0839 EZ0839'RECOVERY NOTE BY US POWER SQUADRON 1986 (PS) EZ0839'RECOVERED IN GOOD CONDITION. EZ0839 EZ0839 STATION RECOVERY (1987) EZ0839 EZ0839'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ0839'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0837 *********************************************************************** EZ0837 DESIGNATION - FN 2 EZ0837 PID - EZ0837 EZ0837 STATE/COUNTY- NC/WAKE EZ0837 USGS QUAD - WAKE FOREST (1987) EZ0837 EZ0837 *CURRENT SURVEY CONTROL EZ0837 ___________________________________________________________________ EZ0837* NAD 83(1986)- 35 55 10.68442(N) 078 35 32.50643(W) ADJUSTED EZ0837* NAVD 88 - 130.716 (meters) 428.86 (feet) ADJUSTED EZ0837 ___________________________________________________________________ EZ0837 LAPLACE CORR- -7.27 (seconds) DEFLEC99 EZ0837 GEOID HEIGHT- -32.74 (meters) GEOID03 EZ0837 DYNAMIC HT - 130.605 (meters) 428.49 (feet) COMP EZ0837 MODELED GRAV- 979,781.1 (mgal) NAVD 88 EZ0837 EZ0837 HORZ ORDER - SECOND EZ0837 VERT ORDER - SECOND CLASS 0 EZ0837 EZ0837.The North Carolina HARNS have been completed but, EZ0837.due to contractual restrictions, coordinates for these stations EZ0837.will NOT be published in the near future. In the interim, the EZ0837.published coordinates in North Carolina will not be EZ0837.consistent with the Continuously Operating Reference Stations EZ0837.(CORS). The HARN coordinates for these stations are available EZ0837.upon request. Contact Gary Thompson(919-733-3836). EZ0837. EZ0837.In addition, the published North Carolina positions EZ0837.(NAD 83 (1986)) are NOT consistent with those determined in EZ0837.adjacent state readjustments. The discontinuity between stations EZ0837.located in North Carolina and those in adjacent states EZ0837.which have been adjusted to the HARN may be as much as 5 EZ0837.decimeters. This will result in a significant loss of accuracy EZ0837.over lines crossing such state borders. EZ0837 EZ0837 EZ0837.The horizontal coordinates were established by classical geodetic methods EZ0837.and adjusted by the National Geodetic Survey in July 1986. EZ0837 EZ0837.The orthometric height was determined by differential leveling EZ0837.and adjusted by the National Geodetic Survey in June 1991. EZ0837 EZ0837.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0837 EZ0837.The geoid height was determined by GEOID03. EZ0837 EZ0837.The dynamic height is computed by dividing the NAVD 88 EZ0837.geopotential number by the normal gravity value computed on the EZ0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0837.degrees latitude (g = 980.6199 gals.). EZ0837 EZ0837.The modeled gravity was interpolated from observed gravity values. EZ0837 EZ0837; North East Units Scale Factor Converg. EZ0837;SPC NC - 240,759.494 646,390.243 MT 0.99994041 +0 14 07.0 EZ0837;SPC NC - 789,891.77 2,120,698.66 sFT 0.99994041 +0 14 07.0 EZ0837;UTM 17 - 3,977,713.335 717,234.656 MT 1.00018153 +1 24 46.8 EZ0837 EZ0837! - Elev Factor x Scale Factor = Combined Factor EZ0837!SPC NC - 0.99998462 x 0.99994041 = 0.99992503 EZ0837!UTM 17 - 0.99998462 x 1.00018153 = 1.00016615 EZ0837 EZ0837 SUPERSEDED SURVEY CONTROL EZ0837 EZ0837 NAD 27 - 35 55 10.15134(N) 078 35 33.49610(W) AD( ) 2 EZ0837 NGVD 29 (??/??/92) 130.993 (m) 429.77 (f) ADJ UNCH 2 0 EZ0837 EZ0837.Superseded values are not recommended for survey control. EZ0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0837.See file dsdata.txt to determine how the superseded data were derived. EZ0837 EZ0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1723577713(NAD 83) EZ0837_MARKER: DE = TRAVERSE STATION DISK EZ0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0837_SP_SET: CONCRETE POST EZ0837_STAMPING: FN 2 1966 EZ0837_MARK LOGO: USE EZ0837_MAGNETIC: N = NO MAGNETIC MATERIAL EZ0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0837+STABILITY: SURFACE MOTION EZ0837_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ0837+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2004 EZ0837 EZ0837 HISTORY - Date Condition Report By EZ0837 HISTORY - 1970 MONUMENTED USE EZ0837 HISTORY - 1972 GOOD NCGS EZ0837 HISTORY - 1985 GOOD NCGS EZ0837 HISTORY - 1985 GOOD NCGS EZ0837 HISTORY - 20041122 GOOD USPSQD EZ0837 EZ0837 STATION DESCRIPTION EZ0837 EZ0837'DESCRIBED BY US ENGINEERS 1970 (EM) EZ0837'FN-2 IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0837'VICINITY OF NORTHWEST WAKE COUNTY. EZ0837' EZ0837'FN-2 IS LOCATED APPROXIMATELY 1.5 MILES SOUTH OF FALLS. TO REACH EZ0837'STATION PROCEED FROM THE INTERSECTION OF SR 2000 AND SR 2002 IN EZ0837'COMMUNITY OF FALLS, GO SOUTH ON SR 2000 FOR 1.25 MILES TO T EZ0837'INTERSECTION OF SR 2000 AND SR 2011, CONTINUE SOUTH ON SR 2000 FOR EZ0837'0.5 MILE TO STATION ON LEFT, IN SOUTHWEST CORNER OF MT. PLEASANT EZ0837'BAPTIST CHURCH YARD. EZ0837' EZ0837'STATION MARK IS A STANDARD CORPS OF ENGINEERS PRECAST MONUMENT, WITH EZ0837'A DISK STAMPED FN-2 1966, WHICH IS 4 INCHES ABOVE THE SURFACE OF THE EZ0837'GROUND. EZ0837' EZ0837'MARK IS-- EZ0837'27.8 FEET SSE OF C/L OF SR 2000. EZ0837'94.9 FEET W OF SW CORNER OF BAPTIST CHURCH. EZ0837'116.3 FEET WSW OF NW CORNER OF BAPTIST CHURCH. EZ0837'71.3 FEET SE OF ALUMINUM REF. TAG ON PP NO. 27. EZ0837'62.7 FEET WSW OF 2 FEET UP ON 24 INCH OAK TREE. EZ0837'2.2 FEET NW OF WESTERMOST 1-1/2 INCH POST FOR CHURCH SIGN. EZ0837 EZ0837 STATION RECOVERY (1972) EZ0837 EZ0837'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0837'1.5 MI S FROM FALLS. EZ0837'GO S ON SR 2000 FOR 1.25 MILES TO T INTERSECTION OF SR 2000 AND EZ0837'SR 2011, CONTINUE S ON SR 2000 FOR 0.5 MILE TO STATION ON LEFT, EZ0837'IN SW CORNER OF MT. PLEASANT BAPTIST CHURCH YARD, 27.8 FT SSE OF EZ0837'C/L OF SR 2000, 94.9 FT W OF SW CORNER OF BAPTIST CHURCH, 116.3 EZ0837'FT WSW OF NW CORNER OF BAPTIST CHURCH, 71.3 FT SE OF ALUM. REF. EZ0837'TAG ON PP 27 AND 2.2 FT NW OF WESTERNMOST 1 1/2 IN POST FOR EZ0837'CHURCH SIGN. STATION IS 4 INCHES ABOVE THE GROUND. EZ0837 EZ0837 STATION RECOVERY (1985) EZ0837 EZ0837'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0837'THE STATION WAS RECOVERED AT THIS DATE. EZ0837'STATION IS IN GOOD CONDITION AS DESCRIBED. EZ0837' EZ0837'NCGS EZ0837 EZ0837 STATION RECOVERY (1985) EZ0837 EZ0837'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 EZ0837'RECOVERED IN GOOD CONDITION. EZ0837 EZ0837 STATION RECOVERY (2004) EZ0837 EZ0837'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ0837'71.3 FEET PP MISSING, MARKER NOW LEVEL WITH GROUND 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY1970 *********************************************************************** FY1970 DESIGNATION - FN 33 FY1970 PID - FY1970 FY1970 STATE/COUNTY- NC/WAKE FY1970 USGS QUAD - CREEDMOOR (1990) FY1970 FY1970 *CURRENT SURVEY CONTROL FY1970 ___________________________________________________________________ FY1970* NAD 83(1986)- 36 00 05.31865(N) 078 41 07.71794(W) ADJUSTED FY1970* NAVD 88 - 107.591 (meters) 352.99 (feet) ADJUSTED FY1970 ___________________________________________________________________ FY1970 LAPLACE CORR- -6.80 (seconds) DEFLEC99 FY1970 GEOID HEIGHT- -32.15 (meters) GEOID03 FY1970 DYNAMIC HT - 107.502 (meters) 352.70 (feet) COMP FY1970 MODELED GRAV- 979,807.6 (mgal) NAVD 88 FY1970 FY1970 HORZ ORDER - SECOND FY1970 VERT ORDER - SECOND CLASS I FY1970 FY1970.The North Carolina HARNS have been completed but, FY1970.due to contractual restrictions, coordinates for these stations FY1970.will NOT be published in the near future. In the interim, the FY1970.published coordinates in North Carolina will not be FY1970.consistent with the Continuously Operating Reference Stations FY1970.(CORS). The HARN coordinates for these stations are available FY1970.upon request. Contact Gary Thompson(919-733-3836). FY1970. FY1970.In addition, the published North Carolina positions FY1970.(NAD 83 (1986)) are NOT consistent with those determined in FY1970.adjacent state readjustments. The discontinuity between stations FY1970.located in North Carolina and those in adjacent states FY1970.which have been adjusted to the HARN may be as much as 5 FY1970.decimeters. This will result in a significant loss of accuracy FY1970.over lines crossing such state borders. FY1970 FY1970 FY1970.The horizontal coordinates were established by classical geodetic methods FY1970.and adjusted by the National Geodetic Survey in July 1986. FY1970 FY1970.The orthometric height was determined by differential leveling FY1970.and adjusted by the National Geodetic Survey in June 1991. FY1970 FY1970.The Laplace correction was computed from DEFLEC99 derived deflections. FY1970 FY1970.The geoid height was determined by GEOID03. FY1970 FY1970.The dynamic height is computed by dividing the NAVD 88 FY1970.geopotential number by the normal gravity value computed on the FY1970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FY1970.degrees latitude (g = 980.6199 gals.). FY1970 FY1970.The modeled gravity was interpolated from observed gravity values. FY1970 FY1970; North East Units Scale Factor Converg. FY1970;SPC NC - 249,809.560 637,957.990 MT 0.99995808 +0 10 53.5 FY1970;SPC NC - 819,583.53 2,093,033.84 sFT 0.99995808 +0 10 53.5 FY1970;UTM 17 - 3,986,589.904 708,616.229 MT 1.00013628 +1 21 39.5 FY1970 FY1970! - Elev Factor x Scale Factor = Combined Factor FY1970!SPC NC - 0.99998816 x 0.99995808 = 0.99994624 FY1970!UTM 17 - 0.99998816 x 1.00013628 = 1.00012444 FY1970 FY1970 SUPERSEDED SURVEY CONTROL FY1970 FY1970 NAD 27 - 36 00 04.79037(N) 078 41 08.69893(W) AD( ) 2 FY1970 NGVD 29 (03/05/92) 107.861 (m) 353.87 (f) ADJUSTED 2 1 FY1970 FY1970.Superseded values are not recommended for survey control. FY1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY1970.See file dsdata.txt to determine how the superseded data were derived. FY1970 FY1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0861686590(NAD 83) FY1970_MARKER: DD = SURVEY DISK FY1970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY1970_SP_SET: CONCRETE POST FY1970_STAMPING: FN-33 1966 FY1970_MARK LOGO: USE FY1970_PROJECTION: PROJECTING 10 CENTIMETERS FY1970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY1970+STABILITY: SURFACE MOTION FY1970 FY1970 HISTORY - Date Condition Report By FY1970 HISTORY - 1970 MONUMENTED USE FY1970 HISTORY - 1977 GOOD NCGS FY1970 HISTORY - 1977 GOOD NCGS FY1970 HISTORY - 1987 MARK NOT FOUND USPSQD FY1970 FY1970 STATION DESCRIPTION FY1970 FY1970'DESCRIBED BY US ENGINEERS 1970 (EM) FY1970'FN-33 IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FY1970'THE VICINITY OF NORTHWEST WAKE COUNTY. FY1970' FY1970'FN-33 IS LOCATED APPROXIMATELY 4.6 MILES NORTHWEST OF BAYLEAF AND FY1970'6.9 MILES NORTH OF LEESVILLE. TO REACH STATION PROCEED FROM THE FY1970'INTERSECTION OF NC 50 AND NC 98, GO NORTH ON NC 50 FOR 0.9 MILE TO FY1970'STATION ON RIGHT, ON SOUTH SIDE OF LANE GOING EAST ALONG TREE FY1970'LINE, AND 0.2 MILE SOUTH OF INTERSECTION OF NC 50 AND SR 1831. FY1970' FY1970'STATION MARK IS A STANDARD CORPS OF ENGINEERS PRECAST MONUMENT, FY1970'WITH A DISK STAMPED FN-33 1966, WHICH IS 4 INCHES ABOVE THE SURFACE FY1970'OF THE GROUND. FY1970' FY1970'MARK IS FY1970'30.3 FEET E OF C/L OF NC 50. FY1970'13.3 FEET S OF C/L OF DIRT DRIVEWAY. FY1970'84.8 FEET SE OF ALUMINUM REF. TAG ON PP. FY1970'25.2 FEET SW OF ALUMINUM REF. TAG ON 6 INCH PINE TREE. FY1970'5.8 FEET W OF ALUMINUM REF. TAG ON W GATE POST. FY1970 FY1970 STATION RECOVERY (1977) FY1970 FY1970'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (HGG) FY1970'THE STATION WAS RECOVERED IN GOOD CONDITION. FY1970' FY1970'THE PINE AND GATE POST ARE GONE. NEW REFERENCES ARE -- 29.8 FEET FY1970'SOUTH-SOUTHWEST OF A 4 INCH PINE, 7.5 FEET NORTH OF A POST AND 22.9 FY1970'FEET WEST-SOUTHWEST OF AN 8 INCH GUM (WOODEN OBJECTS WITH REFERENCE FY1970'TAGS). FY1970 FY1970 STATION RECOVERY (1977) FY1970 FY1970'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 FY1970'8.5 MI SOUTH FROM CREEDMOOR. FY1970'STATION IS LOCATED APPROXIMATELY 4.6 MILES NORTHWEST OF BAYLEAF FY1970'COMMUNITY. TO REACH STATION FROM THE INTERSECTION OF NC 50 AND NC 98, FY1970'PROCEED NORTH ALONG NC 50 FOR 0.9 MILE TO STATION ON RIGHT, ON SOUTH FY1970'SIDE OF LANE GOING EAST ALONG TREE LINE, AND 0.2 MILE SOUTH OF FY1970'INTERSECTION WITH SR 1831 SOUTHWEST, 30.3 FT. EAST OF CENTERLINE OF FY1970'NC 50, 13.3 FT. SOUTH OF CENTERLINE OF DIRT DRIVEWAY, 84.8 FT. FY1970'SOUTHEAST OF ALUMINUM REF. TAG ON POWER POLE, 29.8 FT. SOUTH SOUTHWEST FY1970'OF ALUMINUM REF. TAG ON 4 INCH PINE, 7.5 FT. NORTH OF ALUMINUM REF. FY1970'TAG ON POST AND 22.9 FT. WEST SOUTHWEST OF 8 INCH GUM WITH ALUMINUM FY1970'REF. TAG. FY1970 FY1970 STATION RECOVERY (1987) FY1970 FY1970'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS) FY1970'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1899 *********************************************************************** EZ1899 DESIGNATION - FN 34 EZ1899 PID - EZ1899 EZ1899 STATE/COUNTY- NC/WAKE EZ1899 USGS QUAD - BAYLEAF (1987) EZ1899 EZ1899 *CURRENT SURVEY CONTROL EZ1899 ___________________________________________________________________ EZ1899* NAD 83(1986)- 35 59 45.25151(N) 078 41 05.83930(W) ADJUSTED EZ1899* NAVD 88 - 105.756 (meters) 346.97 (feet) ADJUSTED EZ1899 ___________________________________________________________________ EZ1899 LAPLACE CORR- -6.91 (seconds) DEFLEC99 EZ1899 GEOID HEIGHT- -32.16 (meters) GEOID03 EZ1899 DYNAMIC HT - 105.668 (meters) 346.68 (feet) COMP EZ1899 MODELED GRAV- 979,801.3 (mgal) NAVD 88 EZ1899 EZ1899 HORZ ORDER - SECOND EZ1899 VERT ORDER - SECOND CLASS I EZ1899 EZ1899.The North Carolina HARNS have been completed but, EZ1899.due to contractual restrictions, coordinates for these stations EZ1899.will NOT be published in the near future. In the interim, the EZ1899.published coordinates in North Carolina will not be EZ1899.consistent with the Continuously Operating Reference Stations EZ1899.(CORS). The HARN coordinates for these stations are available EZ1899.upon request. Contact Gary Thompson(919-733-3836). EZ1899. EZ1899.In addition, the published North Carolina positions EZ1899.(NAD 83 (1986)) are NOT consistent with those determined in EZ1899.adjacent state readjustments. The discontinuity between stations EZ1899.located in North Carolina and those in adjacent states EZ1899.which have been adjusted to the HARN may be as much as 5 EZ1899.decimeters. This will result in a significant loss of accuracy EZ1899.over lines crossing such state borders. EZ1899 EZ1899 EZ1899.The horizontal coordinates were established by classical geodetic methods EZ1899.and adjusted by the National Geodetic Survey in July 1986. EZ1899 EZ1899.The orthometric height was determined by differential leveling EZ1899.and adjusted by the National Geodetic Survey in June 1991. EZ1899 EZ1899.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1899 EZ1899.The geoid height was determined by GEOID03. EZ1899 EZ1899.The dynamic height is computed by dividing the NAVD 88 EZ1899.geopotential number by the normal gravity value computed on the EZ1899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1899.degrees latitude (g = 980.6199 gals.). EZ1899 EZ1899.The modeled gravity was interpolated from observed gravity values. EZ1899 EZ1899; North East Units Scale Factor Converg. EZ1899;SPC NC - 249,191.230 638,007.001 MT 0.99995681 +0 10 54.6 EZ1899;SPC NC - 817,554.89 2,093,194.64 sFT 0.99995681 +0 10 54.6 EZ1899;UTM 17 - 3,985,972.604 708,677.968 MT 1.00013660 +1 21 40.0 EZ1899 EZ1899! - Elev Factor x Scale Factor = Combined Factor EZ1899!SPC NC - 0.99998845 x 0.99995681 = 0.99994526 EZ1899!UTM 17 - 0.99998845 x 1.00013660 = 1.00012505 EZ1899 EZ1899: Primary Azimuth Mark Grid Az EZ1899:SPC NC - TWILIGHT 356 55 21.2 EZ1899:UTM 17 - TWILIGHT 355 44 35.8 EZ1899 EZ1899|---------------------------------------------------------------------| EZ1899| PID Reference Object Distance Geod. Az | EZ1899| dddmmss.s | EZ1899| EZ1900 STUMP APPROX. 0.6 KM 1825455.2 | EZ1899| FY1970 FN 33 APPROX. 0.6 KM 3553859.4 | EZ1899| EZ1898 TWILIGHT 406.846 METERS 3570615.8 | EZ1899|---------------------------------------------------------------------| EZ1899 EZ1899 SUPERSEDED SURVEY CONTROL EZ1899 EZ1899 NAD 27 - 35 59 44.72227(N) 078 41 06.81985(W) AD( ) 2 EZ1899 NGVD 29 (03/05/92) 106.025 (m) 347.85 (f) ADJUSTED 2 1 EZ1899 EZ1899.Superseded values are not recommended for survey control. EZ1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1899.See file dsdata.txt to determine how the superseded data were derived. EZ1899 EZ1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0867885973(NAD 83) EZ1899_MARKER: DH = HORIZONTAL CONTROL DISK EZ1899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1899_SP_SET: CONCRETE POST EZ1899_STAMPING: FN-34 1966 EZ1899_MARK LOGO: USE EZ1899_PROJECTION: PROJECTING 5 CENTIMETERS EZ1899_MAGNETIC: N = NO MAGNETIC MATERIAL EZ1899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1899+STABILITY: SURFACE MOTION EZ1899 EZ1899 HISTORY - Date Condition Report By EZ1899 HISTORY - 1970 MONUMENTED USE EZ1899 HISTORY - 1977 GOOD NCGS EZ1899 HISTORY - 1977 GOOD NCGS EZ1899 HISTORY - 19850101 SEE DESCRIPTION NCGS EZ1899 EZ1899 STATION DESCRIPTION EZ1899 EZ1899'DESCRIBED BY US ENGINEERS 1970 (EM) EZ1899'FN-34 IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ1899'VICINITY OF NORTHWEST WAKE COUNTY. EZ1899' EZ1899'FN-34 IS LOCATED APPROXIMATELY 4.1 MILES NORTHWEST OF BAYLEAF AND EZ1899'6.5 MILES NORTH OF LEESVILLE. TO REACH STATION PROCEED FROM THE EZ1899'INTERSECTION OF NC 50 AND NC 98, GO NORTH ON NC 50 FOR 0.5 MILE TO EZ1899'STATION ON RIGHT, APPROXIMATELY 125 FEET NORTH OF LANE LEADING TO EZ1899'HOME OF MR. EVANS, AND 0.6 MILE SOUTH OF INTERSECTION OF NC 50 AND SR EZ1899'1831. EZ1899' EZ1899'STATION MARK IS A STANDARD CORPS OF ENGINEERS PRECAST MONUMENT, WITH EZ1899'A DISK STAMPED FN-34 1966, WHICH IS 2 INCHES ABOVE THE SURFACE OF THE EZ1899'GROUND. EZ1899' EZ1899'MARK IS-- EZ1899'36.8 FEET E OF C/L OF NC 50. EZ1899'79.7 FEET ENE OF ALUMINUM REF. TAG ON 4 INCH PINE TREE. EZ1899'75.0 FEET E OF ALUMINUM REF. TAG ON 6 INCH PINE TREE. EZ1899'74.8 FEET ESE OF ALUMINUM REF. TAG ON 6 INCH PINE TREE. EZ1899 EZ1899 STATION RECOVERY (1977) EZ1899 EZ1899'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (HGG) EZ1899'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ1899' EZ1899'THE TREES HAVE GROWN AND A WITNESS POST WAS SET 1.0 FEET EAST OF THE EZ1899'MARK. EZ1899 EZ1899 STATION RECOVERY (1977) EZ1899 EZ1899'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 EZ1899'8.8 MI SOUTH FROM CREEDMOOR. EZ1899'STATION IS LOCATED APPROXIMATELY 4.1 MILES NORTHWEST OF BAYLEAF EZ1899'COMMUNITY. TO REACH STATION FROM THE INTERSECTION OF NC 50 AND NC 98, EZ1899'PROCEED NORTH ALONG NC 50 FOR 0.5 MILE TO STATION ON RIGHT, EZ1899'APPROXIMATELY 125 FT. NORTH OF LANE LEADING TO HOME OF MR. EVANS, AND EZ1899'0.6 MILE SOUTH OF INTERSECTION OF NC 50 AND SR 1831, 36.8 FT. EAST OF EZ1899'CENTERLINE OF NC 50, 79.7 FT. EAST NORTHEAST OF 8 INCH PINE WITH EZ1899'ALUMINUM REF. TAG, 75.0 FT. EAST OF 6 INCH PINE WITH ALUMINUM REF. EZ1899'TAG, 74.8 FT. EAST SOUTHEAST OF 8 INCH PINE WITH ALUMINUM REF. TAG AND EZ1899'1.0 FT. WEST SOUTHWEST OF WITNESS POST. EZ1899 EZ1899 STATION RECOVERY (1985) EZ1899 EZ1899'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ1899'MONUMENT FOUND LOOSE IN GROUND. DISK WAS RECLAIMED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0875 *********************************************************************** EZ0875 DESIGNATION - FN 45 EZ0875 PID - EZ0875 EZ0875 STATE/COUNTY- NC/WAKE EZ0875 USGS QUAD - BAYLEAF (1987) EZ0875 EZ0875 *CURRENT SURVEY CONTROL EZ0875 ___________________________________________________________________ EZ0875* NAD 83(1986)- 35 59 17.75505(N) 078 41 08.10950(W) ADJUSTED EZ0875* NAVD 88 - 119.398 (meters) 391.72 (feet) ADJUSTED EZ0875 ___________________________________________________________________ EZ0875 LAPLACE CORR- -7.01 (seconds) DEFLEC99 EZ0875 GEOID HEIGHT- -32.18 (meters) GEOID03 EZ0875 DYNAMIC HT - 119.299 (meters) 391.40 (feet) COMP EZ0875 MODELED GRAV- 979,798.6 (mgal) NAVD 88 EZ0875 EZ0875 HORZ ORDER - SECOND EZ0875 VERT ORDER - SECOND CLASS 0 EZ0875 EZ0875.The North Carolina HARNS have been completed but, EZ0875.due to contractual restrictions, coordinates for these stations EZ0875.will NOT be published in the near future. In the interim, the EZ0875.published coordinates in North Carolina will not be EZ0875.consistent with the Continuously Operating Reference Stations EZ0875.(CORS). The HARN coordinates for these stations are available EZ0875.upon request. Contact Gary Thompson(919-733-3836). EZ0875. EZ0875.In addition, the published North Carolina positions EZ0875.(NAD 83 (1986)) are NOT consistent with those determined in EZ0875.adjacent state readjustments. The discontinuity between stations EZ0875.located in North Carolina and those in adjacent states EZ0875.which have been adjusted to the HARN may be as much as 5 EZ0875.decimeters. This will result in a significant loss of accuracy EZ0875.over lines crossing such state borders. EZ0875 EZ0875 EZ0875.The horizontal coordinates were established by classical geodetic methods EZ0875.and adjusted by the National Geodetic Survey in July 1986. EZ0875 EZ0875.The orthometric height was determined by differential leveling EZ0875.and adjusted by the National Geodetic Survey in June 1991. EZ0875 EZ0875.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0875 EZ0875.The geoid height was determined by GEOID03. EZ0875 EZ0875.The dynamic height is computed by dividing the NAVD 88 EZ0875.geopotential number by the normal gravity value computed on the EZ0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0875.degrees latitude (g = 980.6199 gals.). EZ0875 EZ0875.The modeled gravity was interpolated from observed gravity values. EZ0875 EZ0875; North East Units Scale Factor Converg. EZ0875;SPC NC - 248,343.599 637,952.827 MT 0.99995509 +0 10 53.3 EZ0875;SPC NC - 814,773.96 2,093,016.90 sFT 0.99995509 +0 10 53.3 EZ0875;UTM 17 - 3,985,123.883 708,641.241 MT 1.00013641 +1 21 37.7 EZ0875 EZ0875! - Elev Factor x Scale Factor = Combined Factor EZ0875!SPC NC - 0.99998631 x 0.99995509 = 0.99994140 EZ0875!UTM 17 - 0.99998631 x 1.00013641 = 1.00012272 EZ0875 EZ0875 SUPERSEDED SURVEY CONTROL EZ0875 EZ0875 NAD 27 - 35 59 17.22740(N) 078 41 09.09004(W) AD( ) 2 EZ0875 NGVD 29 (??/??/92) 119.634 (m) 392.50 (f) ADJ UNCH 2 0 EZ0875 EZ0875.Superseded values are not recommended for survey control. EZ0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0875.See file dsdata.txt to determine how the superseded data were derived. EZ0875 EZ0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0864185124(NAD 83) EZ0875_MARKER: DD = SURVEY DISK EZ0875_SETTING: 0 = UNSPECIFIED SETTING EZ0875_STAMPING: FN-45 1966 EZ0875_MARK LOGO: USE EZ0875_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ0875 EZ0875 HISTORY - Date Condition Report By EZ0875 HISTORY - 1970 MONUMENTED USE EZ0875 HISTORY - 1971 GOOD NCGS EZ0875 HISTORY - 1972 GOOD NCGS EZ0875 HISTORY - 1973 GOOD NCGS EZ0875 HISTORY - 1974 MARK NOT FOUND NCGS EZ0875 EZ0875 STATION DESCRIPTION EZ0875 EZ0875'DESCRIBED BY US ENGINEERS 1970 (EM) EZ0875'FN-45 IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0875'VICINITY OF NORTHWEST WAKE COUNTY. EZ0875' EZ0875'FN-45 IS LOCATED APPROXIMATELY 3.9 MILES NORTHWEST OF BAYLEAF AND EZ0875'6.1 MILES NORTH OF LEESVILLE. STATION IS IN THE NORTHEAST CORNER OF EZ0875'INTERSECTION OF NC 50 AND NC 98, ACROSS FROM BAILEYS GROCERY STORE. EZ0875' EZ0875'STATION MARK IS A STANDARD CORPS OF ENGINEERS PRECAST MONUMENT, WITH EZ0875'A DISK STAMPED FN-45 1966, WHICH IS FLUSH WITH THE SURFACE OF THE EZ0875'GROUND. EZ0875' EZ0875'MARK IS-- EZ0875'63.0 FEET N OF C/L OF NC 98. EZ0875'19.4 FEET E OF C/L OF NC 50. EZ0875'39.3 FEET NNW OF ALUMINUM REF. TAG ON BRACE POLE. EZ0875'17.0 FEET SSE OF ALUMINUM REF. TAG ON SIGN POST. EZ0875'43.0 FEET NNW OF TOP OF E END OF 16 INCH CONCRETE CULVERT. EZ0875'67.7 FEET SW OF WESTERNMOST 30 INCH MAPLE TREE. EZ0875 EZ0875 STATION RECOVERY (1971) EZ0875 EZ0875'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA) EZ0875'MARK WAS RECOVERED AS DESCRIBED. EZ0875 EZ0875 STATION RECOVERY (1972) EZ0875 EZ0875'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0875'3.9 MI NW FROM BAYLEAF. EZ0875'STATION IS 3.9 MILES NW OF BAYLEAF AND 6.1 MILES N OF LEESVILLE., EZ0875'IN NE CORNER OF INTERSECTION OF NC 50 AND NC 98, ACROSS FROM EZ0875'BAILEYS GROCERY STORE, 63.0 FT N OF C/L OF NC 98, 19.4 FT E OF EZ0875'C/L OF NC 50, 39.3 FT NNW OF ALUM REF. TAG ON BRACE POLE, 17.0 EZ0875'FT SSE OF ALUM. REF. TAG ON SIGN POST AND 67.7 FT SW OF WESTERNMOST EZ0875'30 INCH MAPLE TREE. STATION IS FLUSH WITH THE GROUND. EZ0875 EZ0875 STATION RECOVERY (1973) EZ0875 EZ0875'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0875'RECOVERED IN GOOD CONDITION. EZ0875 EZ0875 STATION RECOVERY (1974) EZ0875 EZ0875'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB) EZ0875'MARK WAS DESTROYED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0874 *********************************************************************** EZ0874 DESIGNATION - FN 46 EZ0874 PID - EZ0874 EZ0874 STATE/COUNTY- NC/WAKE EZ0874 USGS QUAD - BAYLEAF (1987) EZ0874 EZ0874 *CURRENT SURVEY CONTROL EZ0874 ___________________________________________________________________ EZ0874* NAD 83(1986)- 35 59 15.58453(N) 078 40 29.33073(W) ADJUSTED EZ0874* NAVD 88 - 124.068 (meters) 407.05 (feet) ADJUSTED EZ0874 ___________________________________________________________________ EZ0874 LAPLACE CORR- -7.17 (seconds) DEFLEC99 EZ0874 GEOID HEIGHT- -32.23 (meters) GEOID03 EZ0874 DYNAMIC HT - 123.964 (meters) 406.71 (feet) COMP EZ0874 MODELED GRAV- 979,797.2 (mgal) NAVD 88 EZ0874 EZ0874 HORZ ORDER - SECOND EZ0874 VERT ORDER - SECOND CLASS 0 EZ0874 EZ0874.The North Carolina HARNS have been completed but, EZ0874.due to contractual restrictions, coordinates for these stations EZ0874.will NOT be published in the near future. In the interim, the EZ0874.published coordinates in North Carolina will not be EZ0874.consistent with the Continuously Operating Reference Stations EZ0874.(CORS). The HARN coordinates for these stations are available EZ0874.upon request. Contact Gary Thompson(919-733-3836). EZ0874. EZ0874.In addition, the published North Carolina positions EZ0874.(NAD 83 (1986)) are NOT consistent with those determined in EZ0874.adjacent state readjustments. The discontinuity between stations EZ0874.located in North Carolina and those in adjacent states EZ0874.which have been adjusted to the HARN may be as much as 5 EZ0874.decimeters. This will result in a significant loss of accuracy EZ0874.over lines crossing such state borders. EZ0874 EZ0874 EZ0874.The horizontal coordinates were established by classical geodetic methods EZ0874.and adjusted by the National Geodetic Survey in July 1986. EZ0874 EZ0874.The orthometric height was determined by differential leveling EZ0874.and adjusted by the National Geodetic Survey in June 1991. EZ0874 EZ0874.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0874 EZ0874.The geoid height was determined by GEOID03. EZ0874 EZ0874.The dynamic height is computed by dividing the NAVD 88 EZ0874.geopotential number by the normal gravity value computed on the EZ0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0874.degrees latitude (g = 980.6199 gals.). EZ0874 EZ0874.The modeled gravity was interpolated from observed gravity values. EZ0874 EZ0874; North East Units Scale Factor Converg. EZ0874;SPC NC - 248,279.832 638,924.374 MT 0.99995496 +0 11 15.7 EZ0874;SPC NC - 814,564.75 2,096,204.38 sFT 0.99995496 +0 11 15.7 EZ0874;UTM 17 - 3,985,080.113 709,614.073 MT 1.00014143 +1 22 00.5 EZ0874 EZ0874! - Elev Factor x Scale Factor = Combined Factor EZ0874!SPC NC - 0.99998559 x 0.99995496 = 0.99994055 EZ0874!UTM 17 - 0.99998559 x 1.00014143 = 1.00012701 EZ0874 EZ0874: Primary Azimuth Mark Grid Az EZ0874:SPC NC - SAW 272 20 56.1 EZ0874:UTM 17 - SAW 271 10 11.3 EZ0874 EZ0874|---------------------------------------------------------------------| EZ0874| PID Reference Object Distance Geod. Az | EZ0874| dddmmss.s | EZ0874| EZ0876 SAW APPROX. 1.3 KM 2723211.8 | EZ0874|---------------------------------------------------------------------| EZ0874 EZ0874 SUPERSEDED SURVEY CONTROL EZ0874 EZ0874 NAD 27 - 35 59 15.05607(N) 078 40 30.31029(W) AD( ) 2 EZ0874 NGVD 29 (??/??/92) 124.304 (m) 407.82 (f) ADJ UNCH 2 0 EZ0874 EZ0874.Superseded values are not recommended for survey control. EZ0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0874.See file dsdata.txt to determine how the superseded data were derived. EZ0874 EZ0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0961485080(NAD 83) EZ0874_MARKER: DE = TRAVERSE STATION DISK EZ0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0874_STAMPING: FN-46 1966 EZ0874_MARK LOGO: USE EZ0874_MAGNETIC: N = NO MAGNETIC MATERIAL EZ0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0874+STABILITY: SURFACE MOTION EZ0874 EZ0874 HISTORY - Date Condition Report By EZ0874 HISTORY - 1970 MONUMENTED USE EZ0874 HISTORY - 1971 GOOD NCGS EZ0874 HISTORY - 1972 GOOD NCGS EZ0874 HISTORY - 19850101 SEE DESCRIPTION NCGS EZ0874 EZ0874 STATION DESCRIPTION EZ0874 EZ0874'DESCRIBED BY US ENGINEERS 1970 (EM) EZ0874'FN-46 IS A NORTH CAROLINA GEODETIC SURVEY TRAVERSE STATION EZ0874'ESTABLISHED IN THE VICINITY OF NORTHWEST WAKE COUNTY. EZ0874' EZ0874'FN-46 IS LOCATED APPROXIMATELY 3.3 MILES NORTHWEST OF BAYLEAF AND EZ0874'6.2 MILES NORTH OF LEESVILLE. TO REACH STATION PROCEED FROM THE EZ0874'INTERSECTION OF NC 50 AND NC 98, GO EAST ON NC 98 FOR 0.6 MILE TO T EZ0874'INTERSECTION OF NC 98 AND SR 1908. STATION IS ON THE BANK ON EZ0874'SOUTH SIDE OF NC 98 AND APPROXIMATELY 70 FEET EAST OF THE EZ0874'INTERSECTION OF NC 98 AND SR 1908. EZ0874' EZ0874'STATION MARK IS A STANDARD CORPS OF ENGINEERS PRECAST MONUMENT, WITH EZ0874'A DISK STAMPED FN-46 1966, WHICH IS 3 INCHES ABOVE THE SURFACE OF THE EZ0874'GROUND. EZ0874' EZ0874'MARK IS-- EZ0874'47.3 FEET S OF C/L OF NC 98. EZ0874'97.4 FEET SE OF ALUMINUM REF. TAG ON STOP SIGN. EZ0874'138.8 FEET W OF ALUMINUM REF. TAG ON PP. EZ0874'86.6 FEET S OF TELEPHONE CABLE BOX. EZ0874'97.8 FEET E OF ALUMINUM REF. TAG ON SIGN POST. EZ0874 EZ0874 STATION RECOVERY (1971) EZ0874 EZ0874'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA) EZ0874'MARK WAS RECOVERED AS DESCRIBED. EZ0874 EZ0874 STATION RECOVERY (1972) EZ0874 EZ0874'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0874'3.3 MI NW FROM BAYLEAF. EZ0874'STATION IS 3.3 MILES NW OF BAYLEAF AND 6.2 MILES N OF LEESVILLE. EZ0874'FROM INTERSECTION OF NC 50 AND NC 98 GO E ON NC 98 FOR 0.6 MILE TO EZ0874'T INTERSECTION OF NC 98 AND SR 1908. STATION IS ON BANK ON S SIDE EZ0874'OF NC 98 AND APPROXIMATELY 70 FEET E OF INTERSECTION OF NC 98 AND EZ0874'SR 1908, 47.3 FT S OF C/L OF NC 98, 97.4 FT SE OF ALUM. REF. TAG EZ0874'ON STOP SIGN, 138.8 FT W OF ALUM. REF. TAG ON PP AND 97.8 FT EZ0874'E OF ALUM. REF. TAG ON SIGN POST. STATION IS 3 INCHES ABOVE EZ0874'THE GROUND. EZ0874 EZ0874 STATION RECOVERY (1985) EZ0874 EZ0874'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0874'STATION HAS BEEN DESTROYED BY RELOCATION AND WIDENING OF NC 98. THE EZ0874'SR 1908 INTERSECTION HAS BEEN CHANGED ALSO. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0868 *********************************************************************** EZ0868 DESIGNATION - FN 47 EZ0868 PID - EZ0868 EZ0868 STATE/COUNTY- NC/WAKE EZ0868 USGS QUAD - BAYLEAF (1987) EZ0868 EZ0868 *CURRENT SURVEY CONTROL EZ0868 ___________________________________________________________________ EZ0868* NAD 83(1986)- 35 58 39.11666(N) 078 38 10.53730(W) ADJUSTED EZ0868* NAVD 88 - 91.627 (meters) 300.61 (feet) ADJUSTED EZ0868 ___________________________________________________________________ EZ0868 LAPLACE CORR- -6.83 (seconds) DEFLEC99 EZ0868 GEOID HEIGHT- -32.41 (meters) GEOID03 EZ0868 DYNAMIC HT - 91.550 (meters) 300.36 (feet) COMP EZ0868 MODELED GRAV- 979,791.1 (mgal) NAVD 88 EZ0868 EZ0868 HORZ ORDER - SECOND EZ0868 VERT ORDER - SECOND CLASS 0 EZ0868 EZ0868.The North Carolina HARNS have been completed but, EZ0868.due to contractual restrictions, coordinates for these stations EZ0868.will NOT be published in the near future. In the interim, the EZ0868.published coordinates in North Carolina will not be EZ0868.consistent with the Continuously Operating Reference Stations EZ0868.(CORS). The HARN coordinates for these stations are available EZ0868.upon request. Contact Gary Thompson(919-733-3836). EZ0868. EZ0868.In addition, the published North Carolina positions EZ0868.(NAD 83 (1986)) are NOT consistent with those determined in EZ0868.adjacent state readjustments. The discontinuity between stations EZ0868.located in North Carolina and those in adjacent states EZ0868.which have been adjusted to the HARN may be as much as 5 EZ0868.decimeters. This will result in a significant loss of accuracy EZ0868.over lines crossing such state borders. EZ0868 EZ0868 EZ0868.The horizontal coordinates were established by classical geodetic methods EZ0868.and adjusted by the National Geodetic Survey in March 1998. EZ0868 EZ0868.The orthometric height was determined by differential leveling EZ0868.and adjusted by the National Geodetic Survey in June 1991. EZ0868 EZ0868.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0868 EZ0868.The geoid height was determined by GEOID03. EZ0868 EZ0868.The dynamic height is computed by dividing the NAVD 88 EZ0868.geopotential number by the normal gravity value computed on the EZ0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0868.degrees latitude (g = 980.6199 gals.). EZ0868 EZ0868.The modeled gravity was interpolated from observed gravity values. EZ0868 EZ0868; North East Units Scale Factor Converg. EZ0868;SPC NC - 247,167.947 642,405.002 MT 0.99995270 +0 12 35.8 EZ0868;SPC NC - 810,916.84 2,107,623.74 sFT 0.99995270 +0 12 35.8 EZ0868;UTM 17 - 3,984,039.887 713,117.535 MT 1.00015968 +1 23 20.9 EZ0868 EZ0868! - Elev Factor x Scale Factor = Combined Factor EZ0868!SPC NC - 0.99999071 x 0.99995270 = 0.99994341 EZ0868!UTM 17 - 0.99999071 x 1.00015968 = 1.00015039 EZ0868 EZ0868: Primary Azimuth Mark Grid Az EZ0868:SPC NC - FN 48 076 21 56.8 EZ0868:UTM 17 - FN 48 075 11 11.7 EZ0868 EZ0868|---------------------------------------------------------------------| EZ0868| PID Reference Object Distance Geod. Az | EZ0868| dddmmss.s | EZ0868| EZ0867 FN 48 APPROX. 1.1 KM 0763432.6 | EZ0868| EZ0869 WAY 192.097 METERS 28053 | EZ0868|---------------------------------------------------------------------| EZ0868 EZ0868 SUPERSEDED SURVEY CONTROL EZ0868 EZ0868 NAD 83(1986)- 35 58 39.11566(N) 078 38 10.53971(W) AD( ) 2 EZ0868 NAD 27 - 35 58 38.58208(N) 078 38 11.52974(W) AD( ) 2 EZ0868 NGVD 29 (??/??/92) 91.901 (m) 301.51 (f) ADJ UNCH 2 0 EZ0868 EZ0868.Superseded values are not recommended for survey control. EZ0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0868.See file dsdata.txt to determine how the superseded data were derived. EZ0868 EZ0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1311884040(NAD 83) EZ0868_MARKER: DE = TRAVERSE STATION DISK EZ0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0868_STAMPING: FN-47 1966 EZ0868_MARK LOGO: USE EZ0868_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0868+STABILITY: SURFACE MOTION EZ0868 EZ0868 HISTORY - Date Condition Report By EZ0868 HISTORY - 1970 MONUMENTED USE EZ0868 HISTORY - 1972 GOOD NCGS EZ0868 HISTORY - 19850101 GOOD NCGS EZ0868 EZ0868 STATION DESCRIPTION EZ0868 EZ0868'DESCRIBED BY US ENGINEERS 1970 (EM) EZ0868'FN-47 IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0868'VICINITY OF NORTHWEST WAKE COUNTY. EZ0868' EZ0868'FN-47 IS LOCATED APPROXIMATELY 2.15 MILES NORTH OF BAYLEAF. TO REACH EZ0868'STATION PROCEED FROM THE INTERSECTION OF NC 50 AND NC 98, GO EAST ON EZ0868'NC 98 FOR 1.55 MILES TO INTERSECTION OF NC 98 WITH SR 1005 GOING EZ0868'SOUTH AND SR 1907 GOING NORTH, CONTINUE EAST ON NC 98 FOR 1.35 MILES EZ0868'TO STATION ON RIGHT, ON EAST SIDE OF DRIVEWAY LEADING TO A ONE EZ0868'STORY BRICK HOME AND DIRECTLY NORTH OF THE MOST WESTERN TOBACCO EZ0868'BARN, AND 0.65 MILE WEST OF INTERSECTION OF NC 98 AND SR 2003. EZ0868' EZ0868'STATION MARK IS A STANDARD CORPS OF ENGINEERS PRECAST MONUMENT, WITH EZ0868'A DISK STAMPED FN-47 1966, WHICH IS 3 INCHES BELOW THE SURFACE OF THE EZ0868'GROUND. EZ0868' EZ0868'MARK IS-- EZ0868'21.3 FEET SSE OF C/L OF NC 98. EZ0868'91.4 FEET ENE OF ALUMINUM REF. TAG ON PP. EZ0868'62.7 FEET WSW OF TOP OF 30 INCH CULVERT RUNNING UNDERNEATH NC 98. EZ0868'69.4 FEET SE OF UNDERGROUND CABLE MARKER. EZ0868'17.8 FEET E OF C/L OF DRIVEWAY. EZ0868'38.2 FEET NNE OF 8 INCH LOBLOLLY PINE TREE ON E SIDE OF DRIVE EZ0868'(MEASURED HORIZONTALLY). EZ0868 EZ0868 STATION RECOVERY (1972) EZ0868 EZ0868'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0868'2.2 MI N FROM BAYLEAF. EZ0868'FROM THE INTERSECTION OF NC 50 AND NC 98 GO E ON NC 98 FOR 1.55 EZ0868'MILES TO INTERSECTION OFNC 98 WITH SR 1005 GOING S AND SR 1907 EZ0868'GOING N, CONTINUE E ON NC 98 FOR 1.35 MILES TO STATION ON RIGHT, EZ0868'ON E SIDE OF DRIVEWAY LEADING TO A ONE STORY BRICK HOME AND EZ0868'DIRECTLY N OF THE MOST WESTERN TOBACCO BARN, AND 0.65 MILE W OF EZ0868'INTERSECTION OF NC 98 AND SR 2003, 21.3 FT SSE OF C/L OF NC 98, EZ0868'91.4 FT ENE OF ALUM REF. TAG ON PP, 69.4 FT SE OF UNDERGROUND CABLE EZ0868'MARKER, 17.8 FT E OF C/L OF DRIVEWAY AND 38.2 FT NNE OF 8 INCH EZ0868'LOBLOLLY PINE ON E SIDE OF DRIVE. STATION IS 3 INCHES BELOW EZ0868'THE GROUND. EZ0868 EZ0868 STATION RECOVERY (1985) EZ0868 EZ0868'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0868'STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) NORTH OF BAYLEAF AND 7.1 KM EZ0868'(4.40 MI) WEST OF WAKE FOREST. PROCEED ALONG NC 98 FOR 0.7 KM (0.45 EZ0868'MI) WEST FROM THE NEUSE RIVER BRIDGE TO A POWER LINE CROSSING AND A EZ0868'PATH SOUTH THROUGH A CORPS OF ENGINEERS GATE TO OLD NC 98 ROADBED (NOW EZ0868'ABANDONED), THENCE SOUTHEAST ALONG THE OLD ROADBED FOR 0.6 KM (0.35 EZ0868'MI) TO STATION ON RIGHT (BEING ABOUT 0.15 MILE (0.24 KM) WEST OF THE EZ0868'END OF THE OLD ROADBED). MARK IS LOCATED 6.5 M (21.3 FT) EZ0868'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE OLD ROADBED, 19.1 M (62.7 FT) EZ0868'WEST-SOUTHWEST OF AN OLD ROAD CULVERT, 0.2 M (0.7 FT) NORTH-NORTHWEST EZ0868'OF A WITNESS POST--AND 12.7 M (41.7 FT) NORTH-NORTHEAST OF A 14-INCH EZ0868'OAK, 28.1 M (92.2 FT) SOUTHEAST OF AN 18-INCH OAK, 30.4 M (99.7 FT) EZ0868'EAST OF A 22-INCH OAK--ALL WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0867 *********************************************************************** EZ0867 DESIGNATION - FN 48 EZ0867 PID - EZ0867 EZ0867 STATE/COUNTY- NC/WAKE EZ0867 USGS QUAD - WAKE FOREST (1987) EZ0867 EZ0867 *CURRENT SURVEY CONTROL EZ0867 ___________________________________________________________________ EZ0867* NAD 83(1986)- 35 58 47.22077(N) 078 37 28.75297(W) ADJUSTED EZ0867* NAVD 88 - 112.119 (meters) 367.84 (feet) ADJUSTED EZ0867 ___________________________________________________________________ EZ0867 LAPLACE CORR- -6.61 (seconds) DEFLEC99 EZ0867 GEOID HEIGHT- -32.45 (meters) GEOID03 EZ0867 DYNAMIC HT - 112.025 (meters) 367.54 (feet) COMP EZ0867 MODELED GRAV- 979,790.6 (mgal) NAVD 88 EZ0867 EZ0867 HORZ ORDER - SECOND EZ0867 VERT ORDER - SECOND CLASS 0 EZ0867 EZ0867.The North Carolina HARNS have been completed but, EZ0867.due to contractual restrictions, coordinates for these stations EZ0867.will NOT be published in the near future. In the interim, the EZ0867.published coordinates in North Carolina will not be EZ0867.consistent with the Continuously Operating Reference Stations EZ0867.(CORS). The HARN coordinates for these stations are available EZ0867.upon request. Contact Gary Thompson(919-733-3836). EZ0867. EZ0867.In addition, the published North Carolina positions EZ0867.(NAD 83 (1986)) are NOT consistent with those determined in EZ0867.adjacent state readjustments. The discontinuity between stations EZ0867.located in North Carolina and those in adjacent states EZ0867.which have been adjusted to the HARN may be as much as 5 EZ0867.decimeters. This will result in a significant loss of accuracy EZ0867.over lines crossing such state borders. EZ0867 EZ0867 EZ0867.The horizontal coordinates were established by classical geodetic methods EZ0867.and adjusted by the National Geodetic Survey in July 1986. EZ0867 EZ0867.The orthometric height was determined by differential leveling EZ0867.and adjusted by the National Geodetic Survey in June 1991. EZ0867 EZ0867.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0867 EZ0867.The geoid height was determined by GEOID03. EZ0867 EZ0867.The dynamic height is computed by dividing the NAVD 88 EZ0867.geopotential number by the normal gravity value computed on the EZ0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0867.degrees latitude (g = 980.6199 gals.). EZ0867 EZ0867.The modeled gravity was interpolated from observed gravity values. EZ0867 EZ0867; North East Units Scale Factor Converg. EZ0867;SPC NC - 247,421.614 643,450.806 MT 0.99995320 +0 12 59.9 EZ0867;SPC NC - 811,749.08 2,111,054.85 sFT 0.99995320 +0 12 59.9 EZ0867;UTM 17 - 3,984,315.081 714,158.115 MT 1.00016516 +1 23 45.8 EZ0867 EZ0867! - Elev Factor x Scale Factor = Combined Factor EZ0867!SPC NC - 0.99998750 x 0.99995320 = 0.99994070 EZ0867!UTM 17 - 0.99998750 x 1.00016516 = 1.00015265 EZ0867 EZ0867: Primary Azimuth Mark Grid Az EZ0867:SPC NC - FN 47 256 21 57.2 EZ0867:UTM 17 - FN 47 255 11 11.3 EZ0867 EZ0867|---------------------------------------------------------------------| EZ0867| PID Reference Object Distance Geod. Az | EZ0867| dddmmss.s | EZ0867| EZ0866 FAUST APPROX. 0.5 KM 0721948.5 | EZ0867| EZ0868 FN 47 APPROX. 1.1 KM 2563457.1 | EZ0867|---------------------------------------------------------------------| EZ0867 EZ0867 SUPERSEDED SURVEY CONTROL EZ0867 EZ0867 NAD 27 - 35 58 46.68450(N) 078 37 29.74402(W) AD( ) 2 EZ0867 NGVD 29 (??/??/92) 112.393 (m) 368.74 (f) ADJ UNCH 2 0 EZ0867 EZ0867.Superseded values are not recommended for survey control. EZ0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0867.See file dsdata.txt to determine how the superseded data were derived. EZ0867 EZ0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1415884315(NAD 83) EZ0867_MARKER: DE = TRAVERSE STATION DISK EZ0867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0867_STAMPING: FN 48 1966 EZ0867_MARK LOGO: USE EZ0867_MAGNETIC: N = NO MAGNETIC MATERIAL EZ0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0867+STABILITY: SURFACE MOTION EZ0867 EZ0867 HISTORY - Date Condition Report By EZ0867 HISTORY - 1970 MONUMENTED USE EZ0867 HISTORY - 1972 GOOD NCGS EZ0867 HISTORY - 19850101 SEE DESCRIPTION NCGS EZ0867 EZ0867 STATION DESCRIPTION EZ0867 EZ0867'DESCRIBED BY US ENGINEERS 1970 (EM) EZ0867'FN-48 IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0867'VICINITY OF NORTHWEST WAKE COUNTY. EZ0867' EZ0867'FN-48 IS LOCATED APPROXIMATELY 2.5 MILES NNE OF BAYLEAF AND 3.7 MILES EZ0867'NORTHWEST OF FALLS. TO REACH STATION PROCEED FROM THE INTERSECTION EZ0867'OF NC 50 AND NC 98, GO EAST ON NC 98 FOR 3.55 MILES TO INTERSECTION EZ0867'OF NC 98 AND SR 2003, ON SOUTH SIDE OF NC 98 AND APPROXIMATELY 120 EZ0867'FEET EAST OF INTERSECTION OF NC 98 AND SR 2003. EZ0867' EZ0867'STATION MARK IS A STANDARD CORPS OF ENGINEERS PRECAST MONUMENT, WITH EZ0867'A DISK STAMPED FN 48 1966, WHICH IS 6 INCHES ABOVE THE SURFACE OF THE EZ0867'GROUND. EZ0867' EZ0867'MARK IS-- EZ0867'28.5 FEET S OF C/L OF NC 98. EZ0867'77.7 FEET SW OF ALUMINUM REF. TAG ON PP NO. 443 W/2 TRANSFORMERS. EZ0867'142.4 FEET E OF ALUMINUM REF. TAG ON STOP SIGN POST ON SR 2003. EZ0867'127.2 FEET SE OF ALUMINUM REF. TAG ON DIRECTION SIGN POST. EZ0867'71.3 FEET E OF TOP OF S END OF 14 INCH CULVERT RUNNING BENEATH EZ0867'NC 98. EZ0867 EZ0867 STATION RECOVERY (1972) EZ0867 EZ0867'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0867'2.5 MI NNE FROM BAYLEAF. EZ0867'STATION IS 2.5 MILES NNE OF BAYLEAF AND 3.7 MILES NW OF FALLS. EZ0867'FROM INTERSECTION OF NC 50 AND NC 98 GO E ON NC 98 FOR 3.55 MILES EZ0867'TO INTERSECTION OF NC 98 AND SR 2003, ON S SIDE OF NC 98 AND EZ0867'APPROX. 120 FEET E OF INTERSECTION OF NC 98 AND SR 2003, ON S SIDE EZ0867'OF NC 98 AND APPROX. 120 FEET E OF INTERS . TAG ON PP 443 W/2 EZ0867'TRANSFORMERS, 142.4 FT E OF ALUM REF. TAG ON STOP SIGN POST ON SR EZ0867'2003 AND 127.2 FT SE OF ALUM. REF. TAG ON DIRECTION SIGN POST. EZ0867'STATION IS 6 INCHES ABOVE THE GROUND. EZ0867 EZ0867 STATION RECOVERY (1985) EZ0867 EZ0867'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0867'STATION HAS BEEN DESTROYED. NC 98 HAS BEEN WIDENED AND THE BANK CUT EZ0867'BACK AND SLOPED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0855 *********************************************************************** EZ0855 DESIGNATION - FN 7 EZ0855 PID - EZ0855 EZ0855 STATE/COUNTY- NC/WAKE EZ0855 USGS QUAD - WAKE FOREST (1987) EZ0855 EZ0855 *CURRENT SURVEY CONTROL EZ0855 ___________________________________________________________________ EZ0855* NAD 83(1986)- 35 58 03.57969(N) 078 34 09.39779(W) ADJUSTED EZ0855* NAVD 88 - 124.286 (meters) 407.76 (feet) ADJUSTED EZ0855 ___________________________________________________________________ EZ0855 LAPLACE CORR- -6.79 (seconds) DEFLEC99 EZ0855 GEOID HEIGHT- -32.70 (meters) GEOID03 EZ0855 DYNAMIC HT - 124.181 (meters) 407.42 (feet) COMP EZ0855 MODELED GRAV- 979,785.9 (mgal) NAVD 88 EZ0855 EZ0855 HORZ ORDER - SECOND EZ0855 VERT ORDER - SECOND CLASS 0 EZ0855 EZ0855.The North Carolina HARNS have been completed but, EZ0855.due to contractual restrictions, coordinates for these stations EZ0855.will NOT be published in the near future. In the interim, the EZ0855.published coordinates in North Carolina will not be EZ0855.consistent with the Continuously Operating Reference Stations EZ0855.(CORS). The HARN coordinates for these stations are available EZ0855.upon request. Contact Gary Thompson(919-733-3836). EZ0855. EZ0855.In addition, the published North Carolina positions EZ0855.(NAD 83 (1986)) are NOT consistent with those determined in EZ0855.adjacent state readjustments. The discontinuity between stations EZ0855.located in North Carolina and those in adjacent states EZ0855.which have been adjusted to the HARN may be as much as 5 EZ0855.decimeters. This will result in a significant loss of accuracy EZ0855.over lines crossing such state borders. EZ0855 EZ0855 EZ0855.The horizontal coordinates were established by classical geodetic methods EZ0855.and adjusted by the National Geodetic Survey in July 1986. EZ0855 EZ0855.The orthometric height was determined by differential leveling EZ0855.and adjusted by the National Geodetic Survey in June 1991. EZ0855 EZ0855.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0855 EZ0855.The geoid height was determined by GEOID03. EZ0855 EZ0855.The dynamic height is computed by dividing the NAVD 88 EZ0855.geopotential number by the normal gravity value computed on the EZ0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0855.degrees latitude (g = 980.6199 gals.). EZ0855 EZ0855.The modeled gravity was interpolated from observed gravity values. EZ0855 EZ0855; North East Units Scale Factor Converg. EZ0855;SPC NC - 246,096.869 648,450.585 MT 0.99995053 +0 14 55.0 EZ0855;SPC NC - 807,402.81 2,127,458.29 sFT 0.99995053 +0 14 55.0 EZ0855;UTM 17 - 3,983,093.260 719,185.243 MT 1.00019201 +1 25 41.5 EZ0855 EZ0855! - Elev Factor x Scale Factor = Combined Factor EZ0855!SPC NC - 0.99998563 x 0.99995053 = 0.99993616 EZ0855!UTM 17 - 0.99998563 x 1.00019201 = 1.00017763 EZ0855 EZ0855: Primary Azimuth Mark Grid Az EZ0855:SPC NC - FN 8 072 31 45.5 EZ0855:UTM 17 - FN 8 071 20 59.0 EZ0855 EZ0855|---------------------------------------------------------------------| EZ0855| PID Reference Object Distance Geod. Az | EZ0855| dddmmss.s | EZ0855| EZ0825 FN 8 APPROX. 0.7 KM 0724640.5 | EZ0855|---------------------------------------------------------------------| EZ0855 EZ0855 SUPERSEDED SURVEY CONTROL EZ0855 EZ0855 NAD 27 - 35 58 03.04409(N) 078 34 10.39189(W) AD( ) 2 EZ0855 NGVD 29 (??/??/92) 124.557 (m) 408.65 (f) ADJ UNCH 2 0 EZ0855 EZ0855.Superseded values are not recommended for survey control. EZ0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0855.See file dsdata.txt to determine how the superseded data were derived. EZ0855 EZ0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1918583093(NAD 83) EZ0855_MARKER: DE = TRAVERSE STATION DISK EZ0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0855_STAMPING: FN-7 1966 EZ0855_MARK LOGO: USE EZ0855_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0855+STABILITY: SURFACE MOTION EZ0855_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ0855+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2004 EZ0855 EZ0855 HISTORY - Date Condition Report By EZ0855 HISTORY - 1970 MONUMENTED USE EZ0855 HISTORY - 1972 GOOD NCGS EZ0855 HISTORY - 19850101 GOOD NCGS EZ0855 HISTORY - 20041122 GOOD USPSQD EZ0855 EZ0855 STATION DESCRIPTION EZ0855 EZ0855'DESCRIBED BY US ENGINEERS 1970 (EM) EZ0855'FN-7 IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0855'VICINITY OF NORTHWEST WAKE COUNTY. EZ0855' EZ0855'FN-7 IS LOCATED APPROXIMATELY 3.4 MILES WEST OF WAKE FOREST. TO EZ0855'REACH STATION PROCEED FROM THE INTERSECTION OF US 1 AND NC 98, GO EZ0855'WEST ON NC 98 FOR 1.35 MILES TO T INTERSECTION OF NC 98 AND SR EZ0855'2000, CONTINUE WEST ON NC 98 FOR 0.5 MILE TO STATION ON LEFT, ACROSS EZ0855'HIGHWAY FROM INTERSECTION OF NC 98 AND SR 1922. EZ0855' EZ0855'STATION MARK IS A STANDARD CORPS OF ENGINEERS PRECAST MONUMENT, WITH EZ0855'A DISK STAMPED FN-7 1966, WHICH IS 7 INCHES ABOVE THE SURFACE OF THE EZ0855'GROUND. EZ0855' EZ0855'MARK IS-- EZ0855'62.4 FEET S OF C/L OF NC 98. EZ0855'17.7 FEET E OF C/L OF DIRT LANE. EZ0855'18.8 FEET SW OF TAG ON PP NO. REA CO-OP 6051. EZ0855'16.1 FEET S OF ALUMINUM REF. TAG ON FENCE POST. EZ0855'5.6 FEET N OF ALUMINUM REF. TAG ON FENCE POST. EZ0855'28.0 FEET SW OF ALUMINUM REF. TAG ON FENCE POST. EZ0855 EZ0855 STATION RECOVERY (1972) EZ0855 EZ0855'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0855'3.4 MI W FROM WAKE FOREST. EZ0855'FROM INTERSECTION OF U.S. 1 AND NC 98 GO W ON NC 98 FOR 1.35 EZ0855'MILES TO T INTERSECTION OF NC 98 AND SR 2000, CONTINUE W ON NC EZ0855'98 FOR 0.5 MILE TO STATION ON LEFT, ACROSS HIGHWAY FROM INTERSECTION EZ0855'OF NC 98 AND SR 1922, 62.4 FT S OF C/L OF NC 98, 17.7 FT E OF EZ0855'C/L OF DIRT LANE, 18.8 FT SW OF ALUM. REF. TAG ON PP REA CO-OP 6051, EZ0855'16.1 FT S OF ALUM. REF. TAG ON FENCE POST, 5.6 FT N OF ALUM. REF. EZ0855'TAG ON FENCE POST AND 28.0 FT SW OF ALUM. REF. TAG ON FENCE POST. EZ0855'STATION IS 7 INCHES ABOVE THE GROUND. EZ0855 EZ0855 STATION RECOVERY (1985) EZ0855 EZ0855'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0855'RECOVERED AS DESCRIBED. A COMPLETE NEW DESCRIPTION FOLLOWS. STATION IS EZ0855'LOCATED ABOUT 5.5 KM (3.40 MI) WEST OF WAKE FOREST. PROCEED ALONG NC EZ0855'98 FOR 1.13 KM (0.70 MI) WEST-SOUTHWEST FROM THE US 1 OVERPASS TO SR EZ0855'1967 (OLD NC 98), THENCE SOUTHWEST ALONG SR 1967 FOR 2.0 KM (1.25 MI) EZ0855'TO SR 1922 NORTHWEST AND A DIRT FARM ROAD SOUTH, AND THE STATION, IN EZ0855'THE SOUTHEAST QUADRANT. MARK PROJECTS 7 INCHES ABOVE GROUND AND IS EZ0855'ABOUT 6 FEET (1.8 M) HIGHER THAN ROAD. LOCATED 19.0 M (62.3 FT) SOUTH EZ0855'OF THE CENTERLINE OF THE ROAD, 5.4 M (17.7 FT) EAST OF THE CENTERLINE EZ0855'OF THE FARM ROAD--AND 5.7 M (18.7 FT) SOUTHWEST OF A POWER POLE (REA EZ0855'CO-OP 6C51), 4.9 M (16.1 FT) SOUTH OF A FENCE POST, 1.7 M (5.6 FT) EZ0855'NORTH OF A FENCE POST, AND 8.5 M (27.9 FT) SOUTHWEST OF A FENCE EZ0855'POST--ALL FOUR WITH REFERENCE TAGS. EZ0855 EZ0855 STATION RECOVERY (2004) EZ0855 EZ0855'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ0855'RECOVERED AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0825 *********************************************************************** EZ0825 DESIGNATION - FN 8 EZ0825 PID - EZ0825 EZ0825 STATE/COUNTY- NC/WAKE EZ0825 USGS QUAD - WAKE FOREST (1987) EZ0825 EZ0825 *CURRENT SURVEY CONTROL EZ0825 ___________________________________________________________________ EZ0825* NAD 83(1986)- 35 58 10.04944(N) 078 33 43.71899(W) ADJUSTED EZ0825* NAVD 88 - 126.025 (meters) 413.47 (feet) ADJUSTED EZ0825 ___________________________________________________________________ EZ0825 LAPLACE CORR- -6.84 (seconds) DEFLEC99 EZ0825 GEOID HEIGHT- -32.73 (meters) GEOID03 EZ0825 DYNAMIC HT - 125.918 (meters) 413.12 (feet) COMP EZ0825 MODELED GRAV- 979,785.8 (mgal) NAVD 88 EZ0825 EZ0825 HORZ ORDER - SECOND EZ0825 VERT ORDER - SECOND CLASS 0 EZ0825 EZ0825.The North Carolina HARNS have been completed but, EZ0825.due to contractual restrictions, coordinates for these stations EZ0825.will NOT be published in the near future. In the interim, the EZ0825.published coordinates in North Carolina will not be EZ0825.consistent with the Continuously Operating Reference Stations EZ0825.(CORS). The HARN coordinates for these stations are available EZ0825.upon request. Contact Gary Thompson(919-733-3836). EZ0825. EZ0825.In addition, the published North Carolina positions EZ0825.(NAD 83 (1986)) are NOT consistent with those determined in EZ0825.adjacent state readjustments. The discontinuity between stations EZ0825.located in North Carolina and those in adjacent states EZ0825.which have been adjusted to the HARN may be as much as 5 EZ0825.decimeters. This will result in a significant loss of accuracy EZ0825.over lines crossing such state borders. EZ0825 EZ0825 EZ0825.The horizontal coordinates were established by classical geodetic methods EZ0825.and adjusted by the National Geodetic Survey in July 1986. EZ0825 EZ0825.The orthometric height was determined by differential leveling EZ0825.and adjusted by the National Geodetic Survey in June 1991. EZ0825 EZ0825.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0825 EZ0825.The geoid height was determined by GEOID03. EZ0825 EZ0825.The dynamic height is computed by dividing the NAVD 88 EZ0825.geopotential number by the normal gravity value computed on the EZ0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0825.degrees latitude (g = 980.6199 gals.). EZ0825 EZ0825.The modeled gravity was interpolated from observed gravity values. EZ0825 EZ0825; North East Units Scale Factor Converg. EZ0825;SPC NC - 246,299.081 649,093.068 MT 0.99995093 +0 15 09.8 EZ0825;SPC NC - 808,066.23 2,129,566.17 sFT 0.99995093 +0 15 09.8 EZ0825;UTM 17 - 3,983,308.709 719,823.582 MT 1.00019546 +1 25 56.8 EZ0825 EZ0825! - Elev Factor x Scale Factor = Combined Factor EZ0825!SPC NC - 0.99998536 x 0.99995093 = 0.99993629 EZ0825!UTM 17 - 0.99998536 x 1.00019546 = 1.00018081 EZ0825 EZ0825: Primary Azimuth Mark Grid Az EZ0825:SPC NC - SODA 071 18 03.5 EZ0825:UTM 17 - SODA 070 07 16.5 EZ0825 EZ0825|---------------------------------------------------------------------| EZ0825| PID Reference Object Distance Geod. Az | EZ0825| dddmmss.s | EZ0825| EZ0824 SODA 477.166 METERS 0713313.3 | EZ0825| EZ0827 HUBERT 246.122 METERS 19736 | EZ0825|---------------------------------------------------------------------| EZ0825 EZ0825 SUPERSEDED SURVEY CONTROL EZ0825 EZ0825 NAD 27 - 35 58 09.51403(N) 078 33 44.71420(W) AD( ) 2 EZ0825 NGVD 29 (??/??/92) 126.295 (m) 414.35 (f) ADJ UNCH 2 0 EZ0825 EZ0825.Superseded values are not recommended for survey control. EZ0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0825.See file dsdata.txt to determine how the superseded data were derived. EZ0825 EZ0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1982483309(NAD 83) EZ0825_MARKER: DE = TRAVERSE STATION DISK EZ0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0825_STAMPING: FN-8 1966 EZ0825_MARK LOGO: USE EZ0825_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0825+STABILITY: SURFACE MOTION EZ0825 EZ0825 HISTORY - Date Condition Report By EZ0825 HISTORY - 1970 MONUMENTED USE EZ0825 HISTORY - 1972 GOOD NCGS EZ0825 HISTORY - 19850101 GOOD NCGS EZ0825 EZ0825 STATION DESCRIPTION EZ0825 EZ0825'DESCRIBED BY US ENGINEERS 1970 (EM) EZ0825'FN-8 IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0825'VICINITY OF NORTHWEST WAKE COUNTY. EZ0825' EZ0825'FN-8 IS LOCATED APPROXIMATELY 3.0 MILES WEST OF WAKE FOREST. TO EZ0825'REACH STATION PROCEED FROM THE INTERSECTION OF US 1 AND NC 98, GO EZ0825'WEST ON NC 98 FOR 1.35 MILES TO T INTERSECTION OF NC 98 AND SR EZ0825'2000, CONTINUE WEST ON NC 98 FOR 0.05 MILE TO STATION ON RIGHT, ON EZ0825'TOP OF BANK NEAR CORNER OF FENCE LINE, AND 0.5 MILE EAST OF T EZ0825'INTERSECTION OF NC 98 AND SR 1922. EZ0825' EZ0825'STATION MARK IS A STANDARD CORPS OF ENGINEERS PRECAST MONUMENT, WITH EZ0825'A DISK STAMPED FN-8 1966, WHICH IS 3 INCHES ABOVE THE SURFACE OF THE EZ0825'GROUND. EZ0825' EZ0825'MARK IS-- EZ0825'38.4 FEET N OF C/L OF NC 98. EZ0825'3.7 FEET N OF ALUMINUM REF. TAG ON FENCE POST. EZ0825'10.8 FEET ENE OF ALUMINUM REF. TAG ON FENCE POST. EZ0825'11.0 FEET WSW OF ALUMINUM REF. TAG ON PP. EZ0825'39.2 FEET W OF C/L OF DRIVEWAY. EZ0825'68.9 FEET W OF MAGNOLIA TREE. EZ0825 EZ0825 STATION RECOVERY (1972) EZ0825 EZ0825'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0825'3 MI W FROM WAKE FOREST. EZ0825'GO W ON NC 98 FOR 1.35 MI. TO T INTERSECTION OF NC 98 AND SR 2000, EZ0825'CONTINUE W ON NC 98 FOR 0.05 MILE TO STATION ON RIGHT, ON TOP OF EZ0825'BANK NEAR CORNER OF FENCE LINE, AND 0.5 MILE E OF T INTERSECTION EZ0825'OF NC 98 AND SR 1922, 38.4 FT N OF C/L OF NC 98, 3.7 FT N OF EZ0825'ALUM. REF. TAG ON FENCE POST, 10.8 FT ENE OF ALUM. REF. TAG ON EZ0825'FENCE POST, 11.0 FT WSW OF ALUM. REF. TAG ON PP, 39.2 FT W OF C/L EZ0825'OF DRIVEWAY. STATION IS 3 INCHES ABOVE THE GROUND. EZ0825 EZ0825 STATION RECOVERY (1985) EZ0825 EZ0825'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0825'RECOVERED AS DESCRIBED. ALONG SR 1967 FOR 0.8 MI (1.3 KM) SOUTHWEST EZ0825'FROM THE NC 98 INTERSECTION, AND 0.05 MI (0.08 KM) SOUTHWEST OF SR EZ0825'2000. CHANGE NC 98 TO AN SR IN THE ORIGINAL REFERENCE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5006 *********************************************************************** EZ5006 DESIGNATION - FN 95 EZ5006 PID - EZ5006 EZ5006 STATE/COUNTY- NC/WAKE EZ5006 USGS QUAD - WAKE FOREST (1987) EZ5006 EZ5006 *CURRENT SURVEY CONTROL EZ5006 ___________________________________________________________________ EZ5006* NAD 83(1986)- 35 58 33.77744(N) 078 35 58.06772(W) ADJUSTED EZ5006* NAVD 88 - 108.01 (+/-2cm) 354.4 (feet) VERTCON EZ5006 ___________________________________________________________________ EZ5006 LAPLACE CORR- -6.70 (seconds) DEFLEC99 EZ5006 GEOID HEIGHT- -32.56 (meters) GEOID03 EZ5006 EZ5006 HORZ ORDER - SECOND EZ5006 VERT ORDER - THIRD ? (See Below) EZ5006 EZ5006.The North Carolina HARNS have been completed but, EZ5006.due to contractual restrictions, coordinates for these stations EZ5006.will NOT be published in the near future. In the interim, the EZ5006.published coordinates in North Carolina will not be EZ5006.consistent with the Continuously Operating Reference Stations EZ5006.(CORS). The HARN coordinates for these stations are available EZ5006.upon request. Contact Gary Thompson(919-733-3836). EZ5006. EZ5006.In addition, the published North Carolina positions EZ5006.(NAD 83 (1986)) are NOT consistent with those determined in EZ5006.adjacent state readjustments. The discontinuity between stations EZ5006.located in North Carolina and those in adjacent states EZ5006.which have been adjusted to the HARN may be as much as 5 EZ5006.decimeters. This will result in a significant loss of accuracy EZ5006.over lines crossing such state borders. EZ5006 EZ5006 EZ5006.The horizontal coordinates were established by classical geodetic methods EZ5006.and adjusted by the National Geodetic Survey in July 1986. EZ5006 EZ5006.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5006.The vertical order pertains to the NGVD 29 superseded value. EZ5006 EZ5006.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5006 EZ5006.The geoid height was determined by GEOID03. EZ5006 EZ5006; North East Units Scale Factor Converg. EZ5006;SPC NC - 247,016.166 645,724.188 MT 0.99995237 +0 13 52.2 EZ5006;SPC NC - 810,418.87 2,118,513.44 sFT 0.99995237 +0 13 52.2 EZ5006;UTM 17 - 3,983,956.438 716,439.859 MT 1.00017727 +1 24 38.6 EZ5006 EZ5006! - Elev Factor x Scale Factor = Combined Factor EZ5006!SPC NC - 0.99998816 x 0.99995237 = 0.99994053 EZ5006!UTM 17 - 0.99998816 x 1.00017727 = 1.00016543 EZ5006 EZ5006|---------------------------------------------------------------------| EZ5006| PID Reference Object Distance Geod. Az | EZ5006| dddmmss.s | EZ5006| EZ0860 PLUM 336.315 METERS 11908 | EZ5006| EZ0861 GUIDE 391.951 METERS 31940 | EZ5006|---------------------------------------------------------------------| EZ5006 EZ5006 SUPERSEDED SURVEY CONTROL EZ5006 EZ5006 NAD 27 - 35 58 33.23771(N) 078 35 59.06194(W) AD( ) 2 EZ5006 NGVD 29 (07/19/86) 108.28 (m) 355.2 (f) LEVELING 3 EZ5006 EZ5006.Superseded values are not recommended for survey control. EZ5006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5006.See file dsdata.txt to determine how the superseded data were derived. EZ5006 EZ5006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1644083956(NAD 83) EZ5006_MARKER: DE = TRAVERSE STATION DISK EZ5006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5006_STAMPING: FN-95 1966 EZ5006_MARK LOGO: USE EZ5006_MAGNETIC: N = NO MAGNETIC MATERIAL EZ5006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5006+STABILITY: SURFACE MOTION EZ5006 EZ5006 HISTORY - Date Condition Report By EZ5006 HISTORY - 1970 MONUMENTED USE EZ5006 HISTORY - 19850101 SEE DESCRIPTION NCGS EZ5006 EZ5006 STATION DESCRIPTION EZ5006 EZ5006'DESCRIBED BY US ENGINEERS 1970 (EM) EZ5006'FN-95 IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ5006'VICINITY OF NORTHWEST WAKE COUNTY. EZ5006' EZ5006'FN-95 IS LOCATED APPROXIMATELY 2.8 MILES NNW OF FALLS AND 3.1 MILES EZ5006'NORTHEAST OF BAYLEAF. TO REACH STATION PROCEED FROM THE EZ5006'INTERSECTION OF US 1 AND NC 98, GO WEST ON NC 98 FOR 2.85 MILES TO T EZ5006'INTERSECTION OF NC 98 AND SR 2004, CONTINUE WEST ON NC 98 FOR 0.95 EZ5006'MILE TO STATION ON LEFT, ON EAST SIDE OF DRIVEWAY LEADING TO ONE EZ5006'STORY BRICK HOME, AND 0.8 MILE EAST OF INTERSECTION OF NC 98 AND SR EZ5006'1917. EZ5006' EZ5006'STATION MARK IS A STANDARD CORPS OF ENGINEERS PRECAST MONUMENT, WITH EZ5006'A DISK STAMPED FN-95 1966, WHICH IS 2 INCHES ABOVE THE SURFACE OF THE EZ5006'GROUND. EZ5006' EZ5006'MARK IS-- EZ5006'31.4 FEET SW OF C/L OF NC 98. EZ5006'62.8 FEET SW OF ALUMINUM REF. TAG ON PP NO. 7. EZ5006'13.5 FEET S OF C/L OF DIRT LANE. EZ5006'10.2 FEET E OF ALUMINUM REF. TAG ON BRACE POLE. EZ5006'55.0 FEET SE OF 6 INCH CEDAR TREE. EZ5006'74.3 FEET SSE OF 6 INCH TWIN CEDAR TREE. EZ5006'24.7 FEET NE OF ALUMINUM REF. TAG ON 12 INCH PINE TREE. EZ5006 EZ5006 STATION RECOVERY (1985) EZ5006 EZ5006'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ5006'MARK HAS BEEN DESTROYED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0863 *********************************************************************** EZ0863 DESIGNATION - FN 96 EZ0863 PID - EZ0863 EZ0863 STATE/COUNTY- NC/WAKE EZ0863 USGS QUAD - WAKE FOREST (1987) EZ0863 EZ0863 *CURRENT SURVEY CONTROL EZ0863 ___________________________________________________________________ EZ0863* NAD 83(1986)- 35 58 53.73339(N) 078 36 42.48432(W) ADJUSTED EZ0863* NAVD 88 - 123.726 (meters) 405.92 (feet) ADJUSTED EZ0863 ___________________________________________________________________ EZ0863 LAPLACE CORR- -6.53 (seconds) DEFLEC99 EZ0863 GEOID HEIGHT- -32.50 (meters) GEOID03 EZ0863 DYNAMIC HT - 123.622 (meters) 405.58 (feet) COMP EZ0863 MODELED GRAV- 979,790.0 (mgal) NAVD 88 EZ0863 EZ0863 HORZ ORDER - SECOND EZ0863 VERT ORDER - SECOND CLASS 0 EZ0863 EZ0863.The North Carolina HARNS have been completed but, EZ0863.due to contractual restrictions, coordinates for these stations EZ0863.will NOT be published in the near future. In the interim, the EZ0863.published coordinates in North Carolina will not be EZ0863.consistent with the Continuously Operating Reference Stations EZ0863.(CORS). The HARN coordinates for these stations are available EZ0863.upon request. Contact Gary Thompson(919-733-3836). EZ0863. EZ0863.In addition, the published North Carolina positions EZ0863.(NAD 83 (1986)) are NOT consistent with those determined in EZ0863.adjacent state readjustments. The discontinuity between stations EZ0863.located in North Carolina and those in adjacent states EZ0863.which have been adjusted to the HARN may be as much as 5 EZ0863.decimeters. This will result in a significant loss of accuracy EZ0863.over lines crossing such state borders. EZ0863 EZ0863 EZ0863.The horizontal coordinates were established by classical geodetic methods EZ0863.and adjusted by the National Geodetic Survey in July 1986. EZ0863 EZ0863.The orthometric height was determined by differential leveling EZ0863.and adjusted by the National Geodetic Survey in June 1991. EZ0863 EZ0863.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0863 EZ0863.The geoid height was determined by GEOID03. EZ0863 EZ0863.The dynamic height is computed by dividing the NAVD 88 EZ0863.geopotential number by the normal gravity value computed on the EZ0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0863.degrees latitude (g = 980.6199 gals.). EZ0863 EZ0863.The modeled gravity was interpolated from observed gravity values. EZ0863 EZ0863; North East Units Scale Factor Converg. EZ0863;SPC NC - 247,626.791 644,609.074 MT 0.99995360 +0 13 26.6 EZ0863;SPC NC - 812,422.23 2,114,854.94 sFT 0.99995360 +0 13 26.6 EZ0863;UTM 17 - 3,984,544.108 715,312.162 MT 1.00017127 +1 24 13.2 EZ0863 EZ0863! - Elev Factor x Scale Factor = Combined Factor EZ0863!SPC NC - 0.99998568 x 0.99995360 = 0.99993928 EZ0863!UTM 17 - 0.99998568 x 1.00017127 = 1.00015695 EZ0863 EZ0863 SUPERSEDED SURVEY CONTROL EZ0863 EZ0863 NAD 27 - 35 58 53.19428(N) 078 36 43.47793(W) AD( ) 2 EZ0863 NGVD 29 (??/??/92) 123.998 (m) 406.82 (f) ADJ UNCH 2 0 EZ0863 EZ0863.Superseded values are not recommended for survey control. EZ0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0863.See file dsdata.txt to determine how the superseded data were derived. EZ0863 EZ0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1531284544(NAD 83) EZ0863_MARKER: DE = TRAVERSE STATION DISK EZ0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0863_STAMPING: FN 96 1966 EZ0863_MARK LOGO: USE EZ0863_MAGNETIC: N = NO MAGNETIC MATERIAL EZ0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0863+STABILITY: SURFACE MOTION EZ0863 EZ0863 HISTORY - Date Condition Report By EZ0863 HISTORY - 1966 MONUMENTED USE EZ0863 HISTORY - 1972 GOOD NCGS EZ0863 HISTORY - 19850101 SEE DESCRIPTION NCGS EZ0863 EZ0863 STATION DESCRIPTION EZ0863 EZ0863'DESCRIBED BY US ENGINEERS 1966 (EM) EZ0863'FN 96 IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ0863'ESTABLISHED IN THE VICINITY OF WAKE FOREST, NORTH CAROLINA. EZ0863' EZ0863'FN 96 IS LOCATED APPROXIMATELY 5.6 MILES WEST OF EZ0863'WAKE FOREST. TO REACH STATION PROCEED FROM THE INTERSECTION EZ0863'OF U.S. 1 AND NC 98, GO WEST ON NC 98 FOR 4.6 MILES TO EZ0863'INTERSECTION OF NC 98 AND SR 2004 (WEST END OF LOOP ROAD), EZ0863'CONTINUE ON NC 98 FOR 0.2 MILE TO INTERSECTION OF NC 98 EZ0863'AND SR 1917. STATION IS ON THE NORTH SIDE OF NC 98 EZ0863'AND JUST EAST OF SR 1917. EZ0863' EZ0863'STATION MARK IS A CORPS OF ENGINEERS DISK, STAMPED EZ0863'FN 96 1966, SET IN THE TOP OF A CONCRETE POST, THE TOP EZ0863'OF WHICH IS 4 INCHES ABOVE THE SURFACE OF THE GROUND. EZ0863' EZ0863'MARK IS EZ0863' EZ0863'36.4 FT N OF C/L OF NC 98 EZ0863' EZ0863'28.8 FT SE OF C/L OF SR 1917 EZ0863' EZ0863'130.2 FT W OF PP, WITH ALUMINUM REF. TAG EZ0863' EZ0863'68.3 FT NW OF PP, WITH ALUMINUM REF. TAG EZ0863' EZ0863'7.7 FT SW OF CHURCH OF GOD SIGN EZ0863' EZ0863'67.9 FT N OF WAKE FOREST - DURHAM SIGN, WITH ALUMINUM REF. TAG EZ0863 EZ0863 STATION RECOVERY (1972) EZ0863 EZ0863'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0863'5.6 MI W FROM WAKE FOREST. EZ0863'FROM INTERSECTION OF U.S. 1 AND NC 98 GO W ON NC 98 FOR 4.6 EZ0863'MILES TO INTERSECTION OF NC 98 AND SR 2004 (W END OF LOOP RD.), EZ0863'CONTINUE ON NC 98 FOR 0.2 MILE TO INTERSECTION OF NC 98 AND SR EZ0863'1917. STATION IS ON N SIDE OF NC 98 AND JUST E OF SR 1917, 36.4 EZ0863'FT N OF C/L OF NC 98, 28.8 FT SE OF C/L OF SR 1917, 130.2 FT EZ0863'W OF PP WITH ALUM. REF. TAG, 68.3 FT NW OF PP WITH ALUM. REF. TAG EZ0863'AND 67.9 FT N OF WAKE FOREST-DURHAM SIGN WITH ALUM. REF. TAG. EZ0863'STATION IS 4 INCHES ABOVE THE GROUND. EZ0863 EZ0863 STATION RECOVERY (1985) EZ0863 EZ0863'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0863'MARK HAS BEEN DESTROYED. NC 98 HAS BEEN WIDENED, SR 1917 INTERSECTION EZ0863'RELOCATED OVER 50 FT (15.2 M) EAST OF ORIGINAL LOCATION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5019 *********************************************************************** EZ5019 DESIGNATION - FOREST EZ5019 PID - EZ5019 EZ5019 STATE/COUNTY- NC/WAKE EZ5019 USGS QUAD - WAKE FOREST (1987) EZ5019 EZ5019 *CURRENT SURVEY CONTROL EZ5019 ___________________________________________________________________ EZ5019* NAD 83(1986)- 35 59 31.19744(N) 078 31 41.72704(W) ADJUSTED EZ5019* NAVD 88 - 123.1 (meters) 404. (feet) VERTCON EZ5019 ___________________________________________________________________ EZ5019 LAPLACE CORR- -7.11 (seconds) DEFLEC99 EZ5019 GEOID HEIGHT- -32.80 (meters) GEOID03 EZ5019 EZ5019 HORZ ORDER - SECOND EZ5019 EZ5019.The North Carolina HARNS have been completed but, EZ5019.due to contractual restrictions, coordinates for these stations EZ5019.will NOT be published in the near future. In the interim, the EZ5019.published coordinates in North Carolina will not be EZ5019.consistent with the Continuously Operating Reference Stations EZ5019.(CORS). The HARN coordinates for these stations are available EZ5019.upon request. Contact Gary Thompson(919-733-3836). EZ5019. EZ5019.In addition, the published North Carolina positions EZ5019.(NAD 83 (1986)) are NOT consistent with those determined in EZ5019.adjacent state readjustments. The discontinuity between stations EZ5019.located in North Carolina and those in adjacent states EZ5019.which have been adjusted to the HARN may be as much as 5 EZ5019.decimeters. This will result in a significant loss of accuracy EZ5019.over lines crossing such state borders. EZ5019 EZ5019 EZ5019.The horizontal coordinates were established by classical geodetic methods EZ5019.and adjusted by the National Geodetic Survey in July 1986. EZ5019 EZ5019.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5019 EZ5019.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5019 EZ5019.The geoid height was determined by GEOID03. EZ5019 EZ5019; North East Units Scale Factor Converg. EZ5019;SPC NC - 248,814.070 652,137.524 MT 0.99995593 +0 16 20.2 EZ5019;SPC NC - 816,317.49 2,139,554.53 sFT 0.99995593 +0 16 20.2 EZ5019;UTM 17 - 3,985,886.522 722,816.334 MT 1.00021179 +1 27 11.4 EZ5019 EZ5019! - Elev Factor x Scale Factor = Combined Factor EZ5019!SPC NC - 0.99998582 x 0.99995593 = 0.99994175 EZ5019!UTM 17 - 0.99998582 x 1.00021179 = 1.00019761 EZ5019 EZ5019: Primary Azimuth Mark Grid Az EZ5019:SPC NC - SCOVILL 225 23 02.8 EZ5019:UTM 17 - SCOVILL 224 12 11.6 EZ5019 EZ5019|---------------------------------------------------------------------| EZ5019| PID Reference Object Distance Geod. Az | EZ5019| dddmmss.s | EZ5019| EZ5018 SCOVILL APPROX. 1.2 KM 2253923.0 | EZ5019|---------------------------------------------------------------------| EZ5019 EZ5019 SUPERSEDED SURVEY CONTROL EZ5019 EZ5019 NAD 27 - 35 59 30.65361(N) 078 31 42.72339(W) AD( ) 2 EZ5019 NGVD 29 (07/19/86) 123.4 (m) 405. (f) VERT ANG EZ5019 EZ5019.Superseded values are not recommended for survey control. EZ5019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5019.See file dsdata.txt to determine how the superseded data were derived. EZ5019 EZ5019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2281685887(NAD 83) EZ5019_MARKER: DE = TRAVERSE STATION DISK EZ5019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5019_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5019_STAMPING: FOREST 1970 EZ5019_MARK LOGO: NCGS EZ5019_MAGNETIC: N = NO MAGNETIC MATERIAL EZ5019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5019+STABILITY: SURFACE MOTION EZ5019 EZ5019 HISTORY - Date Condition Report By EZ5019 HISTORY - 1970 MONUMENTED NCGS EZ5019 HISTORY - 1978 MARK NOT FOUND NCGS EZ5019 HISTORY - 19850101 GOOD NCGS EZ5019 EZ5019 STATION DESCRIPTION EZ5019 EZ5019'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ5019'FOREST IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ5019'VICINITY OF NORTHWEST WAKE COUNTY. EZ5019' EZ5019'FOREST IS LOCATED APPROXIMATELY 1.4 MILES NORTHWEST OF WAKE FOREST. EZ5019'TO REACH STATION PROCEED FROM THE BRIDGE OVER NC 98 AND US 1, GO EZ5019'NORTH ALONG US 1 FOR 1.25 MILES TO SR 1930 AND STATION ON RIGHT, IN EZ5019'THE NORTHEAST QUADRANT OF US 1 AND SR 1930. EZ5019' EZ5019'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ5019'FOREST 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ5019'IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5019' EZ5019'MARK IS-- EZ5019'27.4 FEET ESE OF C/L OF US 1. EZ5019'82.0 FEET NNE OF C/L OF SR 1930. EZ5019'95.2 FEET NW OF ALUMINUM REF. TAG ON PP NO. 22. EZ5019'55.7 FEET WSW OF ALUMINUM REF. TAG ON 8 INCH OAK TREE. EZ5019'82.2 FEET NE OF ALUMINUM REF. TAG ON STOP SIGN. EZ5019'82.1 FEET N OF ALUMINUM REF. TAG ON KEEP RIGHT SIGN. EZ5019'52.1 FEET WNW OF R/W MARKER (CONCRETE). EZ5019 EZ5019 STATION RECOVERY (1978) EZ5019 EZ5019'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ5019'THE STATION WAS SEARCHED FOR BUT NOT FOUND. EZ5019 EZ5019 STATION RECOVERY (1985) EZ5019 EZ5019'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ5019'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1914 *********************************************************************** EZ1914 DESIGNATION - FORESTVILLE EZ1914 PID - EZ1914 EZ1914 STATE/COUNTY- NC/WAKE EZ1914 USGS QUAD - WAKE FOREST (1987) EZ1914 EZ1914 *CURRENT SURVEY CONTROL EZ1914 ___________________________________________________________________ EZ1914* NAD 83(1986)- 35 57 40.44982(N) 078 31 05.79271(W) ADJUSTED EZ1914* NAVD 88 - 119.485 (meters) 392.01 (feet) ADJUSTED EZ1914 ___________________________________________________________________ EZ1914 LAPLACE CORR- -7.12 (seconds) DEFLEC99 EZ1914 GEOID HEIGHT- -32.94 (meters) GEOID03 EZ1914 DYNAMIC HT - 119.384 (meters) 391.68 (feet) COMP EZ1914 MODELED GRAV- 979,781.9 (mgal) NAVD 88 EZ1914 EZ1914 HORZ ORDER - SECOND EZ1914 VERT ORDER - FIRST CLASS II EZ1914 EZ1914.The North Carolina HARNS have been completed but, EZ1914.due to contractual restrictions, coordinates for these stations EZ1914.will NOT be published in the near future. In the interim, the EZ1914.published coordinates in North Carolina will not be EZ1914.consistent with the Continuously Operating Reference Stations EZ1914.(CORS). The HARN coordinates for these stations are available EZ1914.upon request. Contact Gary Thompson(919-733-3836). EZ1914. EZ1914.In addition, the published North Carolina positions EZ1914.(NAD 83 (1986)) are NOT consistent with those determined in EZ1914.adjacent state readjustments. The discontinuity between stations EZ1914.located in North Carolina and those in adjacent states EZ1914.which have been adjusted to the HARN may be as much as 5 EZ1914.decimeters. This will result in a significant loss of accuracy EZ1914.over lines crossing such state borders. EZ1914 EZ1914 EZ1914.The horizontal coordinates were established by classical geodetic methods EZ1914.and adjusted by the National Geodetic Survey in July 1986. EZ1914 EZ1914.The orthometric height was determined by differential leveling EZ1914.and adjusted by the National Geodetic Survey in June 1991. EZ1914 EZ1914.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1914 EZ1914.The geoid height was determined by GEOID03. EZ1914 EZ1914.The dynamic height is computed by dividing the NAVD 88 EZ1914.geopotential number by the normal gravity value computed on the EZ1914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1914.degrees latitude (g = 980.6199 gals.). EZ1914 EZ1914.The modeled gravity was interpolated from observed gravity values. EZ1914 EZ1914; North East Units Scale Factor Converg. EZ1914;SPC NC - 245,405.151 653,054.120 MT 0.99994914 +0 16 40.9 EZ1914;SPC NC - 805,133.40 2,142,561.73 sFT 0.99994914 +0 16 40.9 EZ1914;UTM 17 - 3,982,496.321 723,803.221 MT 1.00021722 +1 27 28.7 EZ1914 EZ1914! - Elev Factor x Scale Factor = Combined Factor EZ1914!SPC NC - 0.99998642 x 0.99994914 = 0.99993556 EZ1914!UTM 17 - 0.99998642 x 1.00021722 = 1.00020363 EZ1914 EZ1914: Primary Azimuth Mark Grid Az EZ1914:SPC NC - JIMWIL 005 18 14.3 EZ1914:UTM 17 - JIMWIL 004 07 26.5 EZ1914 EZ1914|---------------------------------------------------------------------| EZ1914| PID Reference Object Distance Geod. Az | EZ1914| dddmmss.s | EZ1914| EZ1913 JIMWIL APPROX. 0.6 KM 0053455.2 | EZ1914|---------------------------------------------------------------------| EZ1914 EZ1914 SUPERSEDED SURVEY CONTROL EZ1914 EZ1914 NAD 27 - 35 57 39.91010(N) 078 31 06.78986(W) AD( ) 2 EZ1914 NGVD 29 (03/05/92) 119.759 (m) 392.91 (f) ADJUSTED 1 2 EZ1914 EZ1914.Superseded values are not recommended for survey control. EZ1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1914.See file dsdata.txt to determine how the superseded data were derived. EZ1914 EZ1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2380382496(NAD 83) EZ1914_MARKER: DE = TRAVERSE STATION DISK EZ1914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1914_SP_SET: CONCRETE POST EZ1914_STAMPING: FORESTVILLE 1978 EZ1914_MARK LOGO: NCGS EZ1914_PROJECTION: RECESSED 3 CENTIMETERS EZ1914_MAGNETIC: N = NO MAGNETIC MATERIAL EZ1914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1914+STABILITY: SURFACE MOTION EZ1914_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ1914+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2004 EZ1914 EZ1914 HISTORY - Date Condition Report By EZ1914 HISTORY - 1978 MONUMENTED NCGS EZ1914 HISTORY - 1980 GOOD NCGS EZ1914 HISTORY - 20041128 GOOD USPSQD EZ1914 EZ1914 STATION DESCRIPTION EZ1914 EZ1914'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ1914'THE STATION IS LOCATED APPROXIMATELY 1.4 MILES SOUTH OF WAKE FOREST. EZ1914' EZ1914'THE STATION IS AT THE Y INTERSECTION OF US 1A WITH SR 2048 (SOUTH) IN EZ1914'COMMUNITY OF FORESTVILLE AND IN THE LARGE GRASS ISLAND IN FRONT OF EZ1914'JONES SERVICE STATION AND GROCERY. EZ1914' EZ1914'STATION MARK IS A STANDARD DISK STAMPED---FORESTVILLE 1978---SET IN EZ1914'THE TOP OF A CONCRETE CYLINDER WHICH IS 1 INCH BELOW THE GROUND EZ1914'SURFACE. THE MARK IS 29.7 FEET SOUTHEAST OF CENTERLINE OF US 1A, 38.3 EZ1914'FEET NORTHEAST OF CENTER OF WEST CORNER OF TRAFFIC ISLAND, 32.2 FEET EZ1914'SOUTH OF CENTER OF NORTH CORNER OF LARGE GRASSY ISLAND, 29.9 FEET EZ1914'WEST-SOUTHWEST OF POWER POLE WITH LIGHT AND REFERENCE TAG AND 41.5 EZ1914'FEET NORTHWEST OF SOUTHWEST CORNER OF JONES SERVICE STATION. EZ1914 EZ1914 STATION RECOVERY (1980) EZ1914 EZ1914'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ1914'1.4 MI SOUTH FROM WAKE FOREST. EZ1914'1.65 MILES NORTHEAST ALONG U.S. 1-A FROM INTERSECTION WITH U.S. 1 EZ1914'SOUTHWEST OF WAKE FOREST, AT INTERSECTION WITH SR 2049 AT EZ1914'FORESTVILLE, IN THE LARGE GRASSY ISLAND IN FRONT OF JONES SERVICE EZ1914'STATION AND GROCERY, 29.7 FEET SOUTHEAST OF CENTERLINE OF EZ1914'HIGHWAY, 32.2 FEET SOUTH OF CENTER OF NORTH CORNER OF ISLAND, EZ1914'38.3 FEET NORTHEAST OF CENTER OF WEST CORNER OF ISLAND, 29.9 EZ1914'FEET WEST-SOUTHWEST OF POWER POLE WITH LIGHT AND REFERENCE TAG EZ1914'AND 41.5 FEET NORTHWEST OF SOUTHWEST CORNER OF STORE. EZ1914'THE MARK IS 1 FT ABOVE HIGHWAY. EZ1914 EZ1914 STATION RECOVERY (2004) EZ1914 EZ1914'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ1914'RECOVERED AS DESCRIBED, JONES SERVICE STATION IS NOW FLOWERS BY HENRY 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5319 *********************************************************************** EZ5319 DESIGNATION - FORNEY EZ5319 PID - EZ5319 EZ5319 STATE/COUNTY- NC/WAKE EZ5319 USGS QUAD - APEX (1993) EZ5319 EZ5319 *CURRENT SURVEY CONTROL EZ5319 ___________________________________________________________________ EZ5319* NAD 83(1986)- 35 41 17.00700(N) 078 50 02.84798(W) ADJUSTED EZ5319* NAVD 88 - 122.3 (meters) 401. (feet) VERTCON EZ5319 ___________________________________________________________________ EZ5319 LAPLACE CORR- -5.02 (seconds) DEFLEC99 EZ5319 GEOID HEIGHT- -32.37 (meters) GEOID03 EZ5319 EZ5319 HORZ ORDER - SECOND EZ5319 EZ5319.The North Carolina HARNS have been completed but, EZ5319.due to contractual restrictions, coordinates for these stations EZ5319.will NOT be published in the near future. In the interim, the EZ5319.published coordinates in North Carolina will not be EZ5319.consistent with the Continuously Operating Reference Stations EZ5319.(CORS). The HARN coordinates for these stations are available EZ5319.upon request. Contact Gary Thompson(919-733-3836). EZ5319. EZ5319.In addition, the published North Carolina positions EZ5319.(NAD 83 (1986)) are NOT consistent with those determined in EZ5319.adjacent state readjustments. The discontinuity between stations EZ5319.located in North Carolina and those in adjacent states EZ5319.which have been adjusted to the HARN may be as much as 5 EZ5319.decimeters. This will result in a significant loss of accuracy EZ5319.over lines crossing such state borders. EZ5319 EZ5319 EZ5319.The horizontal coordinates were established by classical geodetic methods EZ5319.and adjusted by the National Geodetic Survey in July 1986. EZ5319 EZ5319.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5319 EZ5319.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5319 EZ5319.The geoid height was determined by GEOID03. EZ5319 EZ5319; North East Units Scale Factor Converg. EZ5319;SPC NC - 215,003.851 624,614.364 MT 0.99990151 +0 05 44.7 EZ5319;SPC NC - 705,391.80 2,049,255.63 sFT 0.99990151 +0 05 44.7 EZ5319;UTM 17 - 3,951,511.958 695,986.110 MT 1.00007334 +1 15 50.1 EZ5319 EZ5319! - Elev Factor x Scale Factor = Combined Factor EZ5319!SPC NC - 0.99998588 x 0.99990151 = 0.99988739 EZ5319!UTM 17 - 0.99998588 x 1.00007334 = 1.00005922 EZ5319 EZ5319: Primary Azimuth Mark Grid Az EZ5319:SPC NC - READ 175 03 40.8 EZ5319:UTM 17 - READ 173 53 35.4 EZ5319 EZ5319|---------------------------------------------------------------------| EZ5319| PID Reference Object Distance Geod. Az | EZ5319| dddmmss.s | EZ5319| EZ1059 READ 424.017 METERS 1750925.5 | EZ5319|---------------------------------------------------------------------| EZ5319 EZ5319 SUPERSEDED SURVEY CONTROL EZ5319 EZ5319 NAD 27 - 35 41 16.46025(N) 078 50 03.81414(W) AD( ) 2 EZ5319 NGVD 29 (07/19/86) 122.6 (m) 402. (f) VERT ANG EZ5319 EZ5319.Superseded values are not recommended for survey control. EZ5319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5319.See file dsdata.txt to determine how the superseded data were derived. EZ5319 EZ5319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9598651512(NAD 83) EZ5319_MARKER: DE = TRAVERSE STATION DISK EZ5319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5319_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5319_STAMPING: FORNEY 1967 EZ5319_MARK LOGO: NCGS EZ5319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5319+STABILITY: SURFACE MOTION EZ5319 EZ5319 HISTORY - Date Condition Report By EZ5319 HISTORY - 1967 MONUMENTED NCGS EZ5319 EZ5319 STATION DESCRIPTION EZ5319 EZ5319'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ5319'FORNEY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5319'IN THE VICINITY OF APEX, NORTH CAROLINA. EZ5319' EZ5319'FORNEY IS LOCATED APPROXIMATELY 2.5 MILES NNW OF THE CENTER EZ5319'OF HOLLY SPRINGS. TO REACH STATION PROCEED FROM THE EZ5319'INTERSECTION OF NC 55 AND U.S. 1, GO SOUTHEAST ON NC 55 FOR EZ5319'1.85 MILES TO FORNEYS GROCERY STORE, AND STATION. WHICH IS EZ5319'ON THE WEST BANK OF NC 55, AT SOUTH SIDE OF SOUTH DRIVEWAY EZ5319'TO GROCERY STORE, AND ON TOP OF ABOUT A 4 FOOT CUT. EZ5319' EZ5319'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5319'FORNEY 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5319'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5319' EZ5319'MARK IS EZ5319' EZ5319'30.3 FT W OF C/L OF NC 55 EZ5319' EZ5319'35.0 FT NE OF PP 47 WITH ALUMINUM REF. TAG ON W SIDE OF NC 55 EZ5319' EZ5319'47.0 FT SE OF 6 INCH OAK WITH ALUMINUM REF. TAG EZ5319' EZ5319'83.5 FT S OF PP WITH TRANSFORMER AT S SIDE OF GROCERY, EZ5319'WITH ALUMINUM REF. TAG EZ5319' EZ5319'146.8 FT S OF SE CORNER OF FORNEYS GROCERY STORE BUILDING 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0796 *********************************************************************** EZ0796 DESIGNATION - FORREST=U 9 EZ0796 PID - EZ0796 EZ0796 STATE/COUNTY- NC/WAKE EZ0796 USGS QUAD - WAKE FOREST (1987) EZ0796 EZ0796 *CURRENT SURVEY CONTROL EZ0796 ___________________________________________________________________ EZ0796* NAD 83(1986)- 35 58 52.98740(N) 078 30 32.71159(W) ADJUSTED EZ0796* NAVD 88 - 120.214 (meters) 394.40 (feet) POSTED EZ0796 ___________________________________________________________________ EZ0796 LAPLACE CORR- -7.15 (seconds) DEFLEC99 EZ0796 GEOID HEIGHT- -32.91 (meters) GEOID03 EZ0796 DYNAMIC HT - 120.110 (meters) 394.06 (feet) COMP EZ0796 MODELED GRAV- 979,785.0 (mgal) NAVD 88 EZ0796 EZ0796 HORZ ORDER - SECOND EZ0796 VERT ORDER - * POSTED, Code A , SEE BELOW EZ0796 EZ0796.The North Carolina HARNS have been completed but, EZ0796.due to contractual restrictions, coordinates for these stations EZ0796.will NOT be published in the near future. In the interim, the EZ0796.published coordinates in North Carolina will not be EZ0796.consistent with the Continuously Operating Reference Stations EZ0796.(CORS). The HARN coordinates for these stations are available EZ0796.upon request. Contact Gary Thompson(919-733-3836). EZ0796. EZ0796.In addition, the published North Carolina positions EZ0796.(NAD 83 (1986)) are NOT consistent with those determined in EZ0796.adjacent state readjustments. The discontinuity between stations EZ0796.located in North Carolina and those in adjacent states EZ0796.which have been adjusted to the HARN may be as much as 5 EZ0796.decimeters. This will result in a significant loss of accuracy EZ0796.over lines crossing such state borders. EZ0796 EZ0796 EZ0796.The horizontal coordinates were established by classical geodetic methods EZ0796.and adjusted by the National Geodetic Survey in July 1986. EZ0796 EZ0796.The orthometric height was determined by differential leveling EZ0796.and adjusted by the National Geodetic Survey in 1992. EZ0796.* This is a POSTED BENCH MARK height. Code A indicates a distribution EZ0796.rate of 0.0 thru 1.0 mm/km. EZ0796 EZ0796.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0796 EZ0796.The geoid height was determined by GEOID03. EZ0796 EZ0796.The dynamic height is computed by dividing the NAVD 88 EZ0796.geopotential number by the normal gravity value computed on the EZ0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0796.degrees latitude (g = 980.6199 gals.). EZ0796 EZ0796.The modeled gravity was interpolated from observed gravity values. EZ0796 EZ0796; North East Units Scale Factor Converg. EZ0796;SPC NC - 247,644.814 653,871.950 MT 0.99995355 +0 17 00.0 EZ0796;SPC NC - 812,481.36 2,145,244.89 sFT 0.99995355 +0 17 00.0 EZ0796;UTM 17 - 3,984,752.960 724,574.948 MT 1.00022148 +1 27 50.7 EZ0796 EZ0796! - Elev Factor x Scale Factor = Combined Factor EZ0796!SPC NC - 0.99998630 x 0.99995355 = 0.99993985 EZ0796!UTM 17 - 0.99998630 x 1.00022148 = 1.00020777 EZ0796 EZ0796: Primary Azimuth Mark Grid Az EZ0796:SPC NC - DIR=T 9 033 36 43.2 EZ0796:UTM 17 - DIR=T 9 032 25 52.5 EZ0796 EZ0796|---------------------------------------------------------------------| EZ0796| PID Reference Object Distance Geod. Az | EZ0796| dddmmss.s | EZ0796| EZ0797 DIR=T 9 479.772 METERS 0335343.2 | EZ0796| EZ6202 FORREST RM 20546 | EZ0796|---------------------------------------------------------------------| EZ0796 EZ0796 SUPERSEDED SURVEY CONTROL EZ0796 EZ0796 NAD 27 - 35 58 52.44238(N) 078 30 33.71011(W) AD( ) 2 EZ0796 NGVD 29 (??/??/92) 120.488 (m) 395.30 (f) ADJ UNCH 1 2 EZ0796 EZ0796.Superseded values are not recommended for survey control. EZ0796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0796.See file dsdata.txt to determine how the superseded data were derived. EZ0796 EZ0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2457584753(NAD 83) EZ0796_MARKER: DS = TRIANGULATION STATION DISK EZ0796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0796_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0796_STAMPING: U 9 FORREST 1918 EZ0796_MARK LOGO: CGS EZ0796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0796+STABILITY: SURFACE MOTION EZ0796 EZ0796 HISTORY - Date Condition Report By EZ0796 HISTORY - 1918 MONUMENTED CGS EZ0796 HISTORY - 1933 GOOD CGS EZ0796 HISTORY - 1935 GOOD CGS EZ0796 HISTORY - 1961 SEE DESCRIPTION NCGS EZ0796 HISTORY - 1962 MARK NOT FOUND CGS EZ0796 HISTORY - 1979 MARK NOT FOUND NCGS EZ0796 EZ0796 STATION DESCRIPTION EZ0796 EZ0796'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 EZ0796'ABOUT 320 METERS (1,050 FEET) NORTH OF RAILWAY STATION AT EZ0796'WAKE FOREST, ON FIRST CURVE OF SEABOARD AIR LINE RAILWAY EZ0796'NORTH OF RAILWAY STATION, ON PROLONGATION OF TANGENT TO RIGHT EZ0796'RAIL TOWARD RAILWAY STATION, IN SMALL DITCH ON WEST SIDE OF EZ0796'TRACK, 4 FEET BELOW TRACK, 100 METERS (328 FEET) EAST OF RED EZ0796'BRICK HOUSE, AND 50 METERS (164 FEET) NORTH OF ROAD CROSSING. EZ0796'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE, NOTE 1A EZ0796'UNDERGROUND MARK IS NAIL IN CONCRETE, NOTE 7C. EZ0796' EZ0796'REFERENCE MARK IS STANDARD REFERENCE DISK IN CONCRETE, EZ0796'NOTE 11A, AT ROAD CROSSING, 10 METERS (33 FEET) WEST OF TRACK, EZ0796'3 METERS (10 FEET) NORTH OF ROAD, AND 45.31 METERS (148.7 EZ0796'FEET) FROM STATION S 25 DEG 46 MIN W. EZ0796' EZ0796'STATION DIS (SEE DESCRIPTION AND GEOGRAPHIC POSITION THEREOF) EZ0796'IS VISIBLE FROM GROUND S 16 DEG 00 MIN W. EZ0796' EZ0796'STATION DIR (SEE DESCRIPTION AND GEOGRAPHIC POSITION THEREOF) EZ0796'IS VISIBLE FROM GROUND N 33 DEG 54 MIN E. EZ0796 EZ0796 STATION RECOVERY (1935) EZ0796 EZ0796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 EZ0796'AT WAKE FOREST. EZ0796'ABOUT 350 YARDS NORTH ALONG THE SEABOARD AIR LINE RAILWAY FROM EZ0796'THE STATION AT WAKE FOREST, AT THE FIRST CURVE NORTH OF THE EZ0796'STATION, 55 YARDS NORTH OF A ROAD CROSSING, ON THE PROLONGATION EZ0796'OF THE WEST RAIL OF THE NORTH TANGENT, IN A SMALL DITCH WEST OF EZ0796'THE TRACK, AND ABOUT 4 FEET LOWER THAN THE TRACK. A STANDARD EZ0796'TRIANGULATION-STATION DISK, SET IN A TOP OF A CONCRETE POST, EZ0796'PROJECTING ABOUT 2 INCHES ABOVE GROUND. EZ0796 EZ0796 STATION RECOVERY (1961) EZ0796 EZ0796'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ0796'STATION SURFACE MARKER DESTROYED, UNDERGROUND MARKER IN GOOD EZ0796'CONDITION. REFERENCE MARK 1 WAS DESTROYED DUE TO CONCRETE EZ0796'PLACED IN GROUND. EZ0796 EZ0796 STATION RECOVERY (1962) EZ0796 EZ0796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (CFO) EZ0796'THE STATION AND REFERENCE MARK WAS SEARCHED FOR BUT NOT FOUND. A EZ0796'TILE DITCH PIPE HAS BEEN PUT IN THE LOW DITCH FORMERLY OCCUPIED BY EZ0796'THE STATION. EZ0796' EZ0796'RIGHT-OF-WAY WORK HAS EVIDENTLY DESTROYED THE REFERENCE MARK. EZ0796 EZ0796 STATION RECOVERY (1979) EZ0796 EZ0796'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 EZ0796'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0836 *********************************************************************** EZ0836 DESIGNATION - FORTE EZ0836 PID - EZ0836 EZ0836 STATE/COUNTY- NC/WAKE EZ0836 USGS QUAD - WAKE FOREST (1987) EZ0836 EZ0836 *CURRENT SURVEY CONTROL EZ0836 ___________________________________________________________________ EZ0836* NAD 83(1986)- 35 55 12.16348(N) 078 35 32.28610(W) ADJUSTED EZ0836* NAVD 88 - 130.183 (meters) 427.11 (feet) ADJUSTED EZ0836 ___________________________________________________________________ EZ0836 LAPLACE CORR- -7.27 (seconds) DEFLEC99 EZ0836 GEOID HEIGHT- -32.74 (meters) GEOID03 EZ0836 DYNAMIC HT - 130.072 (meters) 426.74 (feet) COMP EZ0836 MODELED GRAV- 979,781.1 (mgal) NAVD 88 EZ0836 EZ0836 HORZ ORDER - SECOND EZ0836 VERT ORDER - SECOND CLASS 0 EZ0836 EZ0836.The North Carolina HARNS have been completed but, EZ0836.due to contractual restrictions, coordinates for these stations EZ0836.will NOT be published in the near future. In the interim, the EZ0836.published coordinates in North Carolina will not be EZ0836.consistent with the Continuously Operating Reference Stations EZ0836.(CORS). The HARN coordinates for these stations are available EZ0836.upon request. Contact Gary Thompson(919-733-3836). EZ0836. EZ0836.In addition, the published North Carolina positions EZ0836.(NAD 83 (1986)) are NOT consistent with those determined in EZ0836.adjacent state readjustments. The discontinuity between stations EZ0836.located in North Carolina and those in adjacent states EZ0836.which have been adjusted to the HARN may be as much as 5 EZ0836.decimeters. This will result in a significant loss of accuracy EZ0836.over lines crossing such state borders. EZ0836 EZ0836 EZ0836.The horizontal coordinates were established by classical geodetic methods EZ0836.and adjusted by the National Geodetic Survey in July 1986. EZ0836 EZ0836.The orthometric height was determined by differential leveling EZ0836.and adjusted by the National Geodetic Survey in June 1991. EZ0836 EZ0836.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0836 EZ0836.The geoid height was determined by GEOID03. EZ0836 EZ0836.The dynamic height is computed by dividing the NAVD 88 EZ0836.geopotential number by the normal gravity value computed on the EZ0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0836.degrees latitude (g = 980.6199 gals.). EZ0836 EZ0836.The modeled gravity was interpolated from observed gravity values. EZ0836 EZ0836; North East Units Scale Factor Converg. EZ0836;SPC NC - 240,805.101 646,395.580 MT 0.99994050 +0 14 07.1 EZ0836;SPC NC - 790,041.40 2,120,716.17 sFT 0.99994050 +0 14 07.1 EZ0836;UTM 17 - 3,977,759.053 717,239.055 MT 1.00018155 +1 24 47.0 EZ0836 EZ0836! - Elev Factor x Scale Factor = Combined Factor EZ0836!SPC NC - 0.99998471 x 0.99994050 = 0.99992521 EZ0836!UTM 17 - 0.99998471 x 1.00018155 = 1.00016625 EZ0836 EZ0836: Primary Azimuth Mark Grid Az EZ0836:SPC NC - ALSTON 032 54 34.3 EZ0836:UTM 17 - ALSTON 031 43 54.4 EZ0836 EZ0836|---------------------------------------------------------------------| EZ0836| PID Reference Object Distance Geod. Az | EZ0836| dddmmss.s | EZ0836| EZ0835 ALSTON APPROX. 0.7 KM 0330841.4 | EZ0836| EZ0837 FN 2 45.920 METERS 18655 | EZ0836| EZ0838 CAMP 429.474 METERS 2054750.1 | EZ0836|---------------------------------------------------------------------| EZ0836 EZ0836 SUPERSEDED SURVEY CONTROL EZ0836 EZ0836 NAD 27 - 35 55 11.63042(N) 078 35 33.27567(W) AD( ) 2 EZ0836 NGVD 29 (??/??/92) 130.460 (m) 428.02 (f) ADJ UNCH 2 0 EZ0836 EZ0836.Superseded values are not recommended for survey control. EZ0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0836.See file dsdata.txt to determine how the superseded data were derived. EZ0836 EZ0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1723977759(NAD 83) EZ0836_MARKER: DE = TRAVERSE STATION DISK EZ0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0836_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EZ0836_STAMPING: FORTE 1970 EZ0836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ0836_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ0836+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2004 EZ0836 EZ0836 HISTORY - Date Condition Report By EZ0836 HISTORY - 1970 MONUMENTED NCGS EZ0836 HISTORY - 1972 GOOD NCGS EZ0836 HISTORY - 20041122 GOOD USPSQD EZ0836 EZ0836 STATION DESCRIPTION EZ0836 EZ0836'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ0836'FORTE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0836'VICINITY OF NORTHWEST WAKE COUNTY. EZ0836' EZ0836'FORTE IS LOCATED APPROXIMATELY 1.5 MILES SOUTH OF FALLS AND 3.6 EZ0836'MILES ENE OF SIX FORKS. TO REACH STATION PROCEED FROM THE EZ0836'INTERSECTION OF SR 2000 AND SR 2002 IN COMMUNITY OF FALLS, GO SOUTH EZ0836'ON SR 2000 FOR 1.25 MILES TO T INTERSECTION OF SR 2000 AND SR 2011, EZ0836'CONTINUE SOUTH ON SR 2000 FOR 0.45 MILE TO STATION ON RIGHT, ON EZ0836'SOUTH SIDE OF LANE LEADING TO HOME OF MR. HAYDEN, ACROSS ROAD FROM EZ0836'MT. PLEASANT BAPTIST CHURCH, AND 0.25 MILE NORTH OF EZ0836'INTERSECTION OF SR 2000 AND SR 2010. EZ0836' EZ0836'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED FORTE EZ0836'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1 EZ0836'INCH BELOW THE SURFACE OF THE GROUND. EZ0836' EZ0836'MARK IS-- EZ0836'23.0 FEET WNW OF C/L OF SR 2000. EZ0836'55.8 FEET S OF ALUMINUM REF. TAG ON PP. EZ0836'10.2 FEET SW OF TOP SOUTH END OF 10 INCH CONCRETE CULVERT. EZ0836'21.6 FEET S OF C/L OF DRIVEWAY. EZ0836'32.6 FEET SSW OF NORTH END OF 10 INCH CONCRETE CULVERT. EZ0836'76.0 FEET W OF SE CORNER OF CONCRETE PUMP HOUSE. EZ0836 EZ0836 STATION RECOVERY (1972) EZ0836 EZ0836'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0836'1.5 MI S FROM FALLS. EZ0836'STATION IS 1.5 MI. SOUTH OF FALLS AND 3.6 MI. ENE OF SIX FORKS. EZ0836'GO S ON SR 2000 FOR 1.25 MILES TO T INTERSECTION OF SR 2000 AND EZ0836'SR 2011, CONTINUE S ON SR 2000 FOR 0.45 MILE TO STATION ON RIGHT, EZ0836'ON S SIDE OF LANE LEADING TO HOME OF MR. HAYDEN, ACROSS ROAD FROM EZ0836'MT. PLEASANT BAPTIST CHURCH AND 0.25 MI. N OF INTERSECTION OF EZ0836'SR 2000 AND SR 2010, 23.0 FT WNW OF C/L OF SR 2000, 55.8 FT S EZ0836'OF ALUM. REF. TAG ON PP, 21.6 FT S OF C/L OF DRIVEWAY AND 76.0 EZ0836'FT W OF SE CORNER OF CONCRETE PUMP HOUSE. STATION IS 1 INCH BELOW EZ0836'THE GROUND. EZ0836 EZ0836 STATION RECOVERY (2004) EZ0836 EZ0836'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ0836'RECOVERED AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7341 *********************************************************************** AE7341 DESIGNATION - FORTRA AE7341 PID - AE7341 AE7341 STATE/COUNTY- NC/WAKE AE7341 USGS QUAD - BAYLEAF (1987) AE7341 AE7341 *CURRENT SURVEY CONTROL AE7341 ___________________________________________________________________ AE7341* NAD 83(1986)- 35 53 23.25842(N) 078 43 38.60169(W) ADJUSTED AE7341* NAVD 88 - 151.119 (meters) 495.80 (feet) ADJUSTED AE7341 ___________________________________________________________________ AE7341 LAPLACE CORR- -7.36 (seconds) DEFLEC99 AE7341 GEOID HEIGHT- -32.25 (meters) GEOID03 AE7341 DYNAMIC HT - 150.991 (meters) 495.38 (feet) COMP AE7341 MODELED GRAV- 979,783.7 (mgal) NAVD 88 AE7341 AE7341 HORZ ORDER - SECOND AE7341 VERT ORDER - SECOND CLASS II AE7341 AE7341.The North Carolina HARNS have been completed but, AE7341.due to contractual restrictions, coordinates for these stations AE7341.will NOT be published in the near future. In the interim, the AE7341.published coordinates in North Carolina will not be AE7341.consistent with the Continuously Operating Reference Stations AE7341.(CORS). The HARN coordinates for these stations are available AE7341.upon request. Contact Gary Thompson(919-733-3836). AE7341. AE7341.In addition, the published North Carolina positions AE7341.(NAD 83 (1986)) are NOT consistent with those determined in AE7341.adjacent state readjustments. The discontinuity between stations AE7341.located in North Carolina and those in adjacent states AE7341.which have been adjusted to the HARN may be as much as 5 AE7341.decimeters. This will result in a significant loss of accuracy AE7341.over lines crossing such state borders. AE7341 AE7341 AE7341.The horizontal coordinates were established by classical geodetic methods AE7341.and adjusted by the National Geodetic Survey in March 1998. AE7341 AE7341.The orthometric height was determined by differential leveling AE7341.and adjusted by the National Geodetic Survey in September 1998. AE7341 AE7341.The Laplace correction was computed from DEFLEC99 derived deflections. AE7341 AE7341.The geoid height was determined by GEOID03. AE7341 AE7341.The dynamic height is computed by dividing the NAVD 88 AE7341.geopotential number by the normal gravity value computed on the AE7341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7341.degrees latitude (g = 980.6199 gals.). AE7341 AE7341.The modeled gravity was interpolated from observed gravity values. AE7341 AE7341; North East Units Scale Factor Converg. AE7341;SPC NC - 237,406.936 634,213.310 MT 0.99993448 +0 09 26.4 AE7341;SPC NC - 778,892.59 2,080,748.17 sFT 0.99993448 +0 09 26.4 AE7341;UTM 17 - 3,974,110.689 705,126.559 MT 1.00011850 +1 19 57.8 AE7341 AE7341! - Elev Factor x Scale Factor = Combined Factor AE7341!SPC NC - 0.99998134 x 0.99993448 = 0.99991583 AE7341!UTM 17 - 0.99998134 x 1.00011850 = 1.00009984 AE7341 AE7341 SUPERSEDED SURVEY CONTROL AE7341 AE7341 NGVD 29 (03/10/98) 151.39 (m) 496.7 (f) LEVELING 3 AE7341 AE7341.Superseded values are not recommended for survey control. AE7341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7341.See file dsdata.txt to determine how the superseded data were derived. AE7341 AE7341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0512774111(NAD 83) AE7341_MARKER: DH = HORIZONTAL CONTROL DISK AE7341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7341_STAMPING: FORTRA 1986 AE7341_MARK LOGO: NCGS AE7341_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7341+STABILITY: SURFACE MOTION AE7341 AE7341 HISTORY - Date Condition Report By AE7341 HISTORY - 1986 MONUMENTED NCGS AE7341 HISTORY - 19870101 GOOD NCGS AE7341 HISTORY - 20050810 MARK NOT FOUND USPSQD AE7341 AE7341 STATION DESCRIPTION AE7341 AE7341'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7341'STATION IS LOCATED ABOUT 14.6 KM (9.05 MI) NORTH-NORTHWEST OF CAPITOL AE7341'SQUARE (IN RALEIGH) AND 1.9 KM (1.20 MI) SOUTH OF LEESVILLE AE7341'COMMUNITIY. ALONG SR 1835 (PINECREST DRIVE) FOR 1.85 KM (1.15 MI) AE7341'NORTH FROM US 70 TO TURKEY CREEK DRIVE (ENTRANCE TO FOREST TRAIL AE7341'SUBDIVISION), IN THE SOUTHWEST QUADRANT OF THE T-INTERSECTION AND ON AE7341'THE PROLONGATION OF A PRIVATE DRIVE EAST. MARK IS RECESSED 4 INCHES AE7341'BELOW GROUND AND LEVEL WITH ROAD. LOCATED 3.5 M (11.5 FT) WEST OF THE AE7341'CENTERLINE OF THE ROAD, 63.1 M (207.0 FT) SOUTH OF THE CENTERLINE OF AE7341'TURKEY CREEK DRIVE, 10.7 M (35.1 FT) WEST-SOUTHWEST OF THE NORTH END AE7341'OF A DRIVEWAY CULVERT, 8.5 M (27.9 FT) SOUTH-SOUTHEAST OF A TELEPHONE AE7341'PEDESTAL (P22), 13.7 M (44.9 FT) WEST-NORTHWEST OF A TELEPHONE AE7341'PEDESTAL, AND 40.2 M (131.9 FT) NORTH-NORTHEAST OF A POWER POLE WITH A AE7341'REFERENCE TAG. AE7341 AE7341 STATION RECOVERY (1987) AE7341 AE7341'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7341'RECOVERED AS DESCRIBED. AE7341 AE7341 STATION RECOVERY (2005) AE7341 AE7341'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) AE7341'MARK NOT FOUND 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5428 *********************************************************************** EZ5428 DESIGNATION - FOX EZ5428 PID - EZ5428 EZ5428 STATE/COUNTY- NC/WAKE EZ5428 USGS QUAD - CARY (1993) EZ5428 EZ5428 *CURRENT SURVEY CONTROL EZ5428 ___________________________________________________________________ EZ5428* NAD 83(1986)- 35 48 40.18866(N) 078 52 21.30663(W) ADJUSTED EZ5428* NAVD 88 - 119.9 (meters) 393. (feet) VERTCON EZ5428 ___________________________________________________________________ EZ5428 LAPLACE CORR- -5.75 (seconds) DEFLEC99 EZ5428 GEOID HEIGHT- -31.91 (meters) GEOID03 EZ5428 EZ5428 HORZ ORDER - SECOND EZ5428 EZ5428.The North Carolina HARNS have been completed but, EZ5428.due to contractual restrictions, coordinates for these stations EZ5428.will NOT be published in the near future. In the interim, the EZ5428.published coordinates in North Carolina will not be EZ5428.consistent with the Continuously Operating Reference Stations EZ5428.(CORS). The HARN coordinates for these stations are available EZ5428.upon request. Contact Gary Thompson(919-733-3836). EZ5428. EZ5428.In addition, the published North Carolina positions EZ5428.(NAD 83 (1986)) are NOT consistent with those determined in EZ5428.adjacent state readjustments. The discontinuity between stations EZ5428.located in North Carolina and those in adjacent states EZ5428.which have been adjusted to the HARN may be as much as 5 EZ5428.decimeters. This will result in a significant loss of accuracy EZ5428.over lines crossing such state borders. EZ5428 EZ5428 EZ5428.The horizontal coordinates were established by classical geodetic methods EZ5428.and adjusted by the National Geodetic Survey in July 1986. EZ5428 EZ5428.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5428 EZ5428.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5428 EZ5428.The geoid height was determined by GEOID03. EZ5428 EZ5428; North East Units Scale Factor Converg. EZ5428;SPC NC - 228,656.624 621,115.813 MT 0.99992015 +0 04 24.7 EZ5428;SPC NC - 750,184.27 2,037,777.46 sFT 0.99992015 +0 04 24.7 EZ5428;UTM 17 - 3,965,092.543 692,208.954 MT 1.00005526 +1 14 42.6 EZ5428 EZ5428! - Elev Factor x Scale Factor = Combined Factor EZ5428!SPC NC - 0.99998618 x 0.99992015 = 0.99990633 EZ5428!UTM 17 - 0.99998618 x 1.00005526 = 1.00004144 EZ5428 EZ5428: Primary Azimuth Mark Grid Az EZ5428:SPC NC - BARN 355 03 45.2 EZ5428:UTM 17 - BARN 353 53 27.3 EZ5428 EZ5428|---------------------------------------------------------------------| EZ5428| PID Reference Object Distance Geod. Az | EZ5428| dddmmss.s | EZ5428| EZ5411 BARN APPROX. 0.8 KM 3550809.9 | EZ5428|---------------------------------------------------------------------| EZ5428 EZ5428 SUPERSEDED SURVEY CONTROL EZ5428 EZ5428 NAD 27 - 35 48 39.65373(N) 078 52 22.28743(W) AD( ) 2 EZ5428 NGVD 29 (07/19/86) 120.2 (m) 394. (f) VERT ANG EZ5428 EZ5428.Superseded values are not recommended for survey control. EZ5428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5428.See file dsdata.txt to determine how the superseded data were derived. EZ5428 EZ5428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9220965093(NAD 83) EZ5428_MARKER: DE = TRAVERSE STATION DISK EZ5428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5428_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5428_STAMPING: FOX 1962 EZ5428_MARK LOGO: NCGS EZ5428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5428+STABILITY: SURFACE MOTION EZ5428 EZ5428 HISTORY - Date Condition Report By EZ5428 HISTORY - 1961 MONUMENTED NCGS EZ5428 HISTORY - 1966 MARK NOT FOUND NCGS EZ5428 EZ5428 STATION DESCRIPTION EZ5428 EZ5428'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ5428'FOX IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ5428'THE VICINITY OF DURHAM, NORTH CAROLINA. EZ5428' EZ5428'FOX IS LOCATED 7.0 MILES SOUTH ON NC 55 FROM INTERSECTION OF EZ5428'NC 54 AND 55, ATOP A 15 FT CUT ON WEST SIDE OF ROAD. EZ5428' EZ5428'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ5428'FOX 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ5428'IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ5428' EZ5428'MARK IS EZ5428' EZ5428'41.3 FT W OF C/L OF NC 55 EZ5428' EZ5428'24.4 FT SE OF BLAZED 8 INCH PINE WITH THREE FORKS IN IT EZ5428' EZ5428'28.9 FT NE OF BLAZED 8 INCH PINE WITH TWO FORKS IN IT EZ5428 EZ5428 STATION RECOVERY (1966) EZ5428 EZ5428'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1966 EZ5428'NOTE--STATION WAS SEARCHED FOR IN DECEMBER 1966. NO TRACE OF EZ5428'THE STATION COULD BE FOUND. THE CUT MENTIONED IN THE ORIGINAL EZ5428'DESCRIPTION HAS BEEN REMOVED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2664 *********************************************************************** EZ2664 DESIGNATION - FOXES EZ2664 PID - EZ2664 EZ2664 STATE/COUNTY- NC/WAKE EZ2664 USGS QUAD - LAKE WHEELER (1993) EZ2664 EZ2664 *CURRENT SURVEY CONTROL EZ2664 ___________________________________________________________________ EZ2664* NAD 83(1986)- 35 41 25.32285(N) 078 38 37.25942(W) ADJUSTED EZ2664* NAVD 88 - 98.513 (meters) 323.20 (feet) ADJUSTED EZ2664 ___________________________________________________________________ EZ2664 LAPLACE CORR- -7.19 (seconds) DEFLEC99 EZ2664 GEOID HEIGHT- -33.08 (meters) GEOID03 EZ2664 DYNAMIC HT - 98.426 (meters) 322.92 (feet) COMP EZ2664 MODELED GRAV- 979,753.5 (mgal) NAVD 88 EZ2664 EZ2664 HORZ ORDER - SECOND EZ2664 VERT ORDER - SECOND CLASS I EZ2664 EZ2664.The North Carolina HARNS have been completed but, EZ2664.due to contractual restrictions, coordinates for these stations EZ2664.will NOT be published in the near future. In the interim, the EZ2664.published coordinates in North Carolina will not be EZ2664.consistent with the Continuously Operating Reference Stations EZ2664.(CORS). The HARN coordinates for these stations are available EZ2664.upon request. Contact Gary Thompson(919-733-3836). EZ2664. EZ2664.In addition, the published North Carolina positions EZ2664.(NAD 83 (1986)) are NOT consistent with those determined in EZ2664.adjacent state readjustments. The discontinuity between stations EZ2664.located in North Carolina and those in adjacent states EZ2664.which have been adjusted to the HARN may be as much as 5 EZ2664.decimeters. This will result in a significant loss of accuracy EZ2664.over lines crossing such state borders. EZ2664 EZ2664 EZ2664.The horizontal coordinates were established by classical geodetic methods EZ2664.and adjusted by the National Geodetic Survey in December 1990. EZ2664 EZ2664.The orthometric height was determined by differential leveling EZ2664.and adjusted by the National Geodetic Survey in June 1991. EZ2664 EZ2664.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2664 EZ2664.The geoid height was determined by GEOID03. EZ2664 EZ2664.The dynamic height is computed by dividing the NAVD 88 EZ2664.geopotential number by the normal gravity value computed on the EZ2664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2664.degrees latitude (g = 980.6199 gals.). EZ2664 EZ2664.The modeled gravity was interpolated from observed gravity values. EZ2664 EZ2664; North East Units Scale Factor Converg. EZ2664;SPC NC - 215,305.456 641,849.938 MT 0.99990181 +0 12 20.4 EZ2664;SPC NC - 706,381.32 2,105,802.67 sFT 0.99990181 +0 12 20.4 EZ2664;UTM 17 - 3,952,165.230 713,215.641 MT 1.00016023 +1 22 30.7 EZ2664 EZ2664! - Elev Factor x Scale Factor = Combined Factor EZ2664!SPC NC - 0.99998973 x 0.99990181 = 0.99989154 EZ2664!UTM 17 - 0.99998973 x 1.00016023 = 1.00014996 EZ2664 EZ2664 SUPERSEDED SURVEY CONTROL EZ2664 EZ2664 NGVD 29 (12/03/90) 98.76 (m) 324.0 (f) LEVELING 3 EZ2664 EZ2664.Superseded values are not recommended for survey control. EZ2664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2664.See file dsdata.txt to determine how the superseded data were derived. EZ2664 EZ2664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1321652165(NAD 83) EZ2664_MARKER: DE = TRAVERSE STATION DISK EZ2664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2664_SP_SET: CONCRETE POST EZ2664_STAMPING: FOXES 1978 EZ2664_MARK LOGO: NCGS EZ2664_PROJECTION: RECESSED 13 CENTIMETERS EZ2664_MAGNETIC: N = NO MAGNETIC MATERIAL EZ2664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2664+STABILITY: SURFACE MOTION EZ2664_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ2664+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2005 EZ2664 EZ2664 HISTORY - Date Condition Report By EZ2664 HISTORY - 1978 MONUMENTED NCGS EZ2664 HISTORY - 1978 GOOD NCGS EZ2664 HISTORY - 20050530 GOOD USPSQD EZ2664 EZ2664 STATION DESCRIPTION EZ2664 EZ2664'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ2664'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF GARNER, 0.15 MILE EZ2664'NORTHEAST ALONG SR 2713 (VANDORA SPRINGS ROAD) FROM SR 2711 (BUFFALO EZ2664'ROAD) AND BETWEEN THE SOUTH ENTRANCE TO TIFFANY WOODS SUBDIVISION AND EZ2664'SR 2842 (HALL BOULEVARD) IN SHOULDER OF HIGHWAY AT WAGON WHEELS EZ2664'MARKING DRIVEWAY TO A ONE STORY BRICK DWELLING (FOX RESIDENCE). EZ2664' EZ2664'STATION MARK IS A STANDARD DISK STAMPED---FOXES 1978---SET IN THE TOP EZ2664'OF A CONCRETE CYLINDER WHICH IS 5 INCHES BELOW THE GROUND SURFACE. EZ2664'THE MARK IS 15.1 FEET NORTHWEST OF CENTERLINE OF SR 2713, 8.6 FEET EZ2664'EAST OF NORTHEAST END OF CONCRETE CULVERT UNDER DRIVEWAY, 22.6 FEET EZ2664'SOUTH OF POWER POLE WITH TRANSFORMER, TELEPHONE PEDESTAL AND REFERENCE EZ2664'TAG, 51.5 FEET EAST OF 12 INCH PINE WEST OF DRIVE IN CORNER OF YARD, EZ2664'WITH REFERENCE TAG, 90.2 FEET SOUTHEAST OF NORTHEAST CORNER POST OF EZ2664'CARPORT AND 20.0 FEET SOUTH OF TELEPHONE PEDESTAL. EZ2664 EZ2664 STATION RECOVERY (1978) EZ2664 EZ2664'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EZ2664'IN GARNER. EZ2664'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF GARNER, 0.15 EZ2664'MILE NORTHEAST ALONG SR 2713 (VANDORA SPRINGS ROAD) FROM SR 2711 EZ2664'(BUFFALO ROAD) AND BETWEEN THE SOUTH ENTRANCE TO TIFFANY WOODS EZ2664'SUBDIVISION AND SR 2842 (HALL BOULEVARD) IN SHOULDER OF HIGHWAY AT EZ2664'WAGON WHEELS MARKING DRIVEWAY TO ONE STORY BRICK DWELLING (FOX EZ2664'RESIDENCE), 15.1 FEET NORTHWEST OF THE CENTERLINE OF SR 2713, 8.6 EZ2664'FEET EAST OF NORTHEAST END OF CONCRETE CULVERT UNDER DRIVEWAY, 22.6 EZ2664'FEET SOUTH OF POWER POLE WITH TRANSFORMER AND TELEPHONE PEDESTAL EZ2664'WITH REFERENCE TAG, 51.5 FEET EAST OF 12 INCH PINE WEST OF DRIVE IN EZ2664'CORNER OF YARD, 90.2 FEET SOUTHEAST OF NORTHEAST CORNER POST OF EZ2664'CARPORT, AND 20.0 FEET SOUTH OF TELEPHONE PEDESTAL. EZ2664'THE MARK IS ABOVE LEVEL WITH ROAD. EZ2664 EZ2664 STATION RECOVERY (2005) EZ2664 EZ2664'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ2664'N 35 41.423 EZ2664'W 078 38.621 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 DH6053 *********************************************************************** DH6053 DESIGNATION - FRANK DH6053 PID - DH6053 DH6053 STATE/COUNTY- NC/WAKE DH6053 USGS QUAD - SOUTHEAST DURHAM (1993) DH6053 DH6053 *CURRENT SURVEY CONTROL DH6053 ___________________________________________________________________ DH6053* NAD 83(1986)- 35 53 39.03703(N) 078 46 12.75536(W) ADJUSTED DH6053* NAVD 88 - 121.55 (meters) 398.8 (feet) LEVELING DH6053 ___________________________________________________________________ DH6053 LAPLACE CORR- -6.07 (seconds) DEFLEC99 DH6053 GEOID HEIGHT- -32.07 (meters) GEOID03 DH6053 DH6053 HORZ ORDER - FIRST DH6053 VERT ORDER - THIRD ? DH6053 DH6053.The North Carolina HARNS have been completed but, DH6053.due to contractual restrictions, coordinates for these stations DH6053.will NOT be published in the near future. In the interim, the DH6053.published coordinates in North Carolina will not be DH6053.consistent with the Continuously Operating Reference Stations DH6053.(CORS). The HARN coordinates for these stations are available DH6053.upon request. Contact Gary Thompson(919-733-3836). DH6053. DH6053.In addition, the published North Carolina positions DH6053.(NAD 83 (1986)) are NOT consistent with those determined in DH6053.adjacent state readjustments. The discontinuity between stations DH6053.located in North Carolina and those in adjacent states DH6053.which have been adjusted to the HARN may be as much as 5 DH6053.decimeters. This will result in a significant loss of accuracy DH6053.over lines crossing such state borders. DH6053 DH6053 DH6053.The horizontal coordinates were established by GPS observations DH6053.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in August 2005. DH6053 DH6053.The orthometric height was determined by differential leveling. DH6053.The vertical network tie was performed by a horz. field party for horz. DH6053.obs reductions. Reset procedures were used to establish the elevation. DH6053 DH6053.The Laplace correction was computed from DEFLEC99 derived deflections. DH6053 DH6053.The geoid height was determined by GEOID03. DH6053 DH6053; North East Units Scale Factor Converg. DH6053;SPC NC - 237,883.439 630,346.235 MT 0.99993533 +0 07 57.5 DH6053;SPC NC - 780,455.92 2,068,060.94 sFT 0.99993533 +0 07 57.5 DH6053;UTM 17 - 3,974,507.845 701,249.850 MT 1.00009909 +1 18 27.9 DH6053 DH6053! - Elev Factor x Scale Factor = Combined Factor DH6053!SPC NC - 0.99998596 x 0.99993533 = 0.99992129 DH6053!UTM 17 - 0.99998596 x 1.00009909 = 1.00008505 DH6053 DH6053: Primary Azimuth Mark Grid Az DH6053:SPC NC - RDU F 328 02 34.2 DH6053:UTM 17 - RDU F 326 52 03.8 DH6053 DH6053|---------------------------------------------------------------------| DH6053| PID Reference Object Distance Geod. Az | DH6053| dddmmss.s | DH6053| EZ6702 RDU F 449.758 METERS 3281031.7 | DH6053|---------------------------------------------------------------------| DH6053 DH6053 SUPERSEDED SURVEY CONTROL DH6053 DH6053.No superseded survey control is available for this station. DH6053 DH6053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0125074508(NAD 83) DH6053_MARKER: DH = HORIZONTAL CONTROL DISK DH6053_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE DH6053_SP_SET: 10 FOOT WIDE CONCRETE CULVERT IN DH6053_STAMPING: FRANK 2005 DH6053_MARK LOGO: NCGS DH6053_MAGNETIC: O = OTHER; SEE DESCRIPTION DH6053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6053+STABILITY: SURFACE MOTION DH6053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6053+SATELLITE: SATELLITE OBSERVATIONS - 2005 DH6053 DH6053 HISTORY - Date Condition Report By DH6053 HISTORY - 2005 MONUMENTED NCGS DH6053 DH6053 STATION DESCRIPTION DH6053 DH6053'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2005 (WLL) DH6053'STATION IS LOCATED ABOUT 10.8 MI (17.4 KM) NORTHWEST OF RALEIGH, 7.4 DH6053'MI (11.9 KM) NORTH OF CARY, AND IN --PARK AND RIDE 5-- PARKING LOT AT DH6053'THE RALEIGH-DURHAM AIRPORT (RDU). PROCEED SOUTHWEST ALONG LUMLEY ROAD DH6053'(SR 1645) FOR 0.4 MI (0.6 KM) FROM US 70 TO COMMERCE BLVD, THENCE DH6053'SOUTH ALONG COMMMERCE BLVD FOR 0.1 MI (0.2 KM) TO THE ENTRANCE TO DH6053'--PARK AND RIDE NUMBER 5-- PARKING LOT (LOT IS NORMALLY CLOSED TO DH6053'REGULAR TRAFFIC, CONTACT RDU AIRPORT AUTHORITY FOR ACCESS), THENCE DH6053'THROUGH GATE SOUTH INTO PARKING LOT FOR 0.25 MI (0.40 KM) TO DRIVEWAY DH6053'BETWEEN SECTION 1 AND SECTION 3, THENCE EAST ALONG DRIVEWAY FOR 0.05 DH6053'MI (0.08 KM) TO EDGE OF PARKING LOT AND THE STATION, IN THE SOUTHWEST DH6053'CORNER OF THE SECOND CONCRETE DRAIN INLET FROM THE NORTHEAST CORNER OF DH6053'THE PARKING LOT. MARK IS ABOUT 3-FT LOWER THAN PAVED PARKING LOT AND DH6053'FLUSH WITH THE GROUND. LOCATED APPROXIMATELY 11.0 FT (3.4 M) DH6053'NORTH-NORTHEAST OF THE PROLONGATION OF THE CENTERLINE OF THE DRIVEWAY DH6053'(BETWEEN SECTION 1 AND 3), 8.8 FT (2.7 M) SOUTHWEST OF THE NORTHWEST DH6053'(INLET) END OF A 12-IN PLASTIC DRAIN PIPE, 10.6 FT (3.2 M) DH6053'EAST-SOUTHEAST OF EDGE OF PARKING PAVEMENT, 7.2 FT (2.2 M) DH6053'WEST-NORTHWEST OF A CHAIN LINK FENCE WITH WITNESS SIGN, AND 76.2 FT DH6053'(23.2 M) EAST-NORTHEAST OF A LIGHT POLE, 134.3 FT (40.9 M) SOUTH OF A DH6053'TWO LIGHT POLE--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2879 *********************************************************************** FY2879 DESIGNATION - FRANKLIN FY2879 PID - FY2879 FY2879 STATE/COUNTY- NC/WAKE FY2879 USGS QUAD - GRISSOM (1987) FY2879 FY2879 *CURRENT SURVEY CONTROL FY2879 ___________________________________________________________________ FY2879* NAD 83(1986)- 36 00 41.76247(N) 078 31 04.76494(W) ADJUSTED FY2879* NAVD 88 - 131.9 (meters) 433. (feet) VERTCON FY2879 ___________________________________________________________________ FY2879 LAPLACE CORR- -7.21 (seconds) DEFLEC99 FY2879 GEOID HEIGHT- -32.78 (meters) GEOID03 FY2879 FY2879 HORZ ORDER - SECOND FY2879 FY2879.The North Carolina HARNS have been completed but, FY2879.due to contractual restrictions, coordinates for these stations FY2879.will NOT be published in the near future. In the interim, the FY2879.published coordinates in North Carolina will not be FY2879.consistent with the Continuously Operating Reference Stations FY2879.(CORS). The HARN coordinates for these stations are available FY2879.upon request. Contact Gary Thompson(919-733-3836). FY2879. FY2879.In addition, the published North Carolina positions FY2879.(NAD 83 (1986)) are NOT consistent with those determined in FY2879.adjacent state readjustments. The discontinuity between stations FY2879.located in North Carolina and those in adjacent states FY2879.which have been adjusted to the HARN may be as much as 5 FY2879.decimeters. This will result in a significant loss of accuracy FY2879.over lines crossing such state borders. FY2879 FY2879 FY2879.The horizontal coordinates were established by classical geodetic methods FY2879.and adjusted by the National Geodetic Survey in July 1986. FY2879 FY2879.The NAVD 88 height was computed by applying the VERTCON shift value to FY2879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2879 FY2879.The Laplace correction was computed from DEFLEC99 derived deflections. FY2879 FY2879.The geoid height was determined by GEOID03. FY2879 FY2879; North East Units Scale Factor Converg. FY2879;SPC NC - 250,993.353 653,052.739 MT 0.99996041 +0 16 41.5 FY2879;SPC NC - 823,467.36 2,142,557.19 sFT 0.99996041 +0 16 41.5 FY2879;UTM 17 - 3,988,084.772 723,686.649 MT 1.00021657 +1 27 35.6 FY2879 FY2879! - Elev Factor x Scale Factor = Combined Factor FY2879!SPC NC - 0.99998444 x 0.99996041 = 0.99994485 FY2879!UTM 17 - 0.99998444 x 1.00021657 = 1.00020101 FY2879 FY2879|---------------------------------------------------------------------| FY2879| PID Reference Object Distance Geod. Az | FY2879| dddmmss.s | FY2879| FY2877 BUS 328.433 METERS 01735 | FY2879|---------------------------------------------------------------------| FY2879 FY2879 SUPERSEDED SURVEY CONTROL FY2879 FY2879 NAD 27 - 36 00 41.21909(N) 078 31 05.76156(W) AD( ) 2 FY2879 NGVD 29 (07/19/86) 132.2 (m) 434. (f) VERT ANG FY2879 FY2879.Superseded values are not recommended for survey control. FY2879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2879.See file dsdata.txt to determine how the superseded data were derived. FY2879 FY2879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2368788085(NAD 83) FY2879_MARKER: DE = TRAVERSE STATION DISK FY2879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2879_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2879_STAMPING: FRANKLIN 1969 FY2879_MARK LOGO: NCGS FY2879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2879+STABILITY: SURFACE MOTION FY2879 FY2879 HISTORY - Date Condition Report By FY2879 HISTORY - 1969 MONUMENTED NCGS FY2879 FY2879 STATION DESCRIPTION FY2879 FY2879'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) FY2879'FRANKLIN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FY2879'THE VICINITY OF WAKE FOREST, NORTH CAROLINA. FY2879' FY2879'FRANKLIN IS LOCATED APPROXIMATELY 2.0 MILES NORTH OF WAKE FY2879'FOREST. TO REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 1 FY2879'AND NC 98 WEST OF WAKE FOREST, PROCEED NORTH ON U.S. 1 FOR 2.2 FY2879'MILES TO SR 1909, CONTINUE ON U.S. 1 FOR 0.55 MILE TO FY2879'STATION. WHICH IS ON THE EAST BANK, AND NORTH OF DRIVEWAY TO ONE FY2879'AND A HALF STORY FRAME HOUSE. FY2879' FY2879'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED FY2879'FRANKLIN 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FY2879'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. FY2879' FY2879'MARK IS FY2879' FY2879'35.0 FT E OF C/L OF U.S. 1 FY2879' FY2879'9.4 FT NE OF N END OF CULVERT FY2879' FY2879'17.2 FT N OF C/L OF DRIVEWAY FY2879' FY2879'81.0 FT SW OF PP 124X, WITH ALUMINUM REF. TAG FY2879' FY2879'13.2 FT WNW OF WAKE COUNTY 4H WELCOME SIGN, WITH ALUMINUM FY2879'REF. TAG 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4477 *********************************************************************** EZ4477 DESIGNATION - FRAZIERS EZ4477 PID - EZ4477 EZ4477 STATE/COUNTY- NC/WAKE EZ4477 USGS QUAD - ROLESVILLE (1993) EZ4477 EZ4477 *CURRENT SURVEY CONTROL EZ4477 ___________________________________________________________________ EZ4477* NAD 83(1986)- 35 57 46.92806(N) 078 26 06.64687(W) ADJUSTED EZ4477* NAVD 88 - 131.2 (meters) 430. (feet) VERTCON EZ4477 ___________________________________________________________________ EZ4477 LAPLACE CORR- -7.06 (seconds) DEFLEC99 EZ4477 GEOID HEIGHT- -33.28 (meters) GEOID03 EZ4477 EZ4477 HORZ ORDER - SECOND EZ4477 EZ4477.The North Carolina HARNS have been completed but, EZ4477.due to contractual restrictions, coordinates for these stations EZ4477.will NOT be published in the near future. In the interim, the EZ4477.published coordinates in North Carolina will not be EZ4477.consistent with the Continuously Operating Reference Stations EZ4477.(CORS). The HARN coordinates for these stations are available EZ4477.upon request. Contact Gary Thompson(919-733-3836). EZ4477. EZ4477.In addition, the published North Carolina positions EZ4477.(NAD 83 (1986)) are NOT consistent with those determined in EZ4477.adjacent state readjustments. The discontinuity between stations EZ4477.located in North Carolina and those in adjacent states EZ4477.which have been adjusted to the HARN may be as much as 5 EZ4477.decimeters. This will result in a significant loss of accuracy EZ4477.over lines crossing such state borders. EZ4477 EZ4477 EZ4477.The horizontal coordinates were established by classical geodetic methods EZ4477.and adjusted by the National Geodetic Survey in July 1986. EZ4477 EZ4477.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4477 EZ4477.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4477 EZ4477.The geoid height was determined by GEOID03. EZ4477 EZ4477; North East Units Scale Factor Converg. EZ4477;SPC NC - 245,644.319 660,548.411 MT 0.99994953 +0 19 33.6 EZ4477;SPC NC - 805,918.07 2,167,149.25 sFT 0.99994953 +0 19 33.6 EZ4477;UTM 17 - 3,982,889.938 731,293.157 MT 1.00025923 +1 30 24.8 EZ4477 EZ4477! - Elev Factor x Scale Factor = Combined Factor EZ4477!SPC NC - 0.99998463 x 0.99994953 = 0.99993416 EZ4477!UTM 17 - 0.99998463 x 1.00025923 = 1.00024385 EZ4477 EZ4477: Primary Azimuth Mark Grid Az EZ4477:SPC NC - WABUN 259 22 51.6 EZ4477:UTM 17 - WABUN 258 12 00.4 EZ4477 EZ4477|---------------------------------------------------------------------| EZ4477| PID Reference Object Distance Geod. Az | EZ4477| dddmmss.s | EZ4477| EZ4478 WABUN APPROX. 1.5 KM 2594225.2 | EZ4477|---------------------------------------------------------------------| EZ4477 EZ4477 SUPERSEDED SURVEY CONTROL EZ4477 EZ4477 NAD 27 - 35 57 46.37865(N) 078 26 07.65040(W) AD( ) 2 EZ4477 NGVD 29 (07/19/86) 131.5 (m) 431. (f) VERT ANG EZ4477 EZ4477.Superseded values are not recommended for survey control. EZ4477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4477.See file dsdata.txt to determine how the superseded data were derived. EZ4477 EZ4477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3129382890(NAD 83) EZ4477_MARKER: DE = TRAVERSE STATION DISK EZ4477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4477_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4477_MAGNETIC: N = NO MAGNETIC MATERIAL EZ4477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4477+STABILITY: SURFACE MOTION EZ4477 EZ4477 HISTORY - Date Condition Report By EZ4477 HISTORY - 1978 MONUMENTED NCGS EZ4477 HISTORY - 20041203 MARK NOT FOUND USPSQD EZ4477 EZ4477 STATION DESCRIPTION EZ4477 EZ4477'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ4477'THE STATION IS LOCATED APPROXIMATELY 3.0 MILES NORTH-NORTHEAST OF EZ4477'ROLESVILLE AND 4.3 MILES EAST OF WAKE FOREST. EZ4477' EZ4477'THE STATION IS LOCATED AT FRAZIER CROSSROAD IN NORTHWEST ISLAND FORMED EZ4477'BY JUNCTION OF NC 96 AND NC 98 WITH ACCESS ROAD. EZ4477' EZ4477'STATION MARK IS A STANDARD DISK STAMPED---FRAZIERS 1978---SET IN THE EZ4477'TOP OF A CONCRETE CYLINDER WHICH IS 4 INCHES BELOW THE GROUND SURFACE. EZ4477'THE MARK IS 20.3 FEET NORTH OF CENTERLINE OF NC 98, 57.2 FEET EZ4477'NORTHWEST OF CENTERLINE INTERSECTION OF NC 98 WITH NC 96, 126.0 FEET EZ4477'SOUTHEAST OF SOUTHEAST CORNER OF FRAZIERS GROCERY AND SUPPLY STORE, EZ4477'14.4 FEET SOUTHWEST OF SERVICE POLE WITH SIGNAL BOX AND REFERENCE TAG EZ4477'AND 102.0 FEET EAST OF POWER POLE WITH TRANSFORMER, LIGHT AND WITH EZ4477'REFERENCE TAG. EZ4477 EZ4477 STATION RECOVERY (2004) EZ4477 EZ4477'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ4477'HIGHWAY CONSTRUCTION, ROAD WIDENED, REPAVED 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6551 *********************************************************************** EZ6551 DESIGNATION - FRIENDSHIP EZ6551 PID - EZ6551 EZ6551 STATE/COUNTY- NC/WAKE EZ6551 USGS QUAD - RALEIGH EAST (1993) EZ6551 EZ6551 *CURRENT SURVEY CONTROL EZ6551 ___________________________________________________________________ EZ6551* NAD 83(1986)- 35 51 26.30099(N) 078 36 57.17553(W) ADJUSTED EZ6551* NAVD 88 - 108.1 (meters) 355. (feet) VERTCON EZ6551 ___________________________________________________________________ EZ6551 LAPLACE CORR- -7.36 (seconds) DEFLEC99 EZ6551 GEOID HEIGHT- -32.81 (meters) GEOID03 EZ6551 EZ6551 HORZ ORDER - SECOND EZ6551 EZ6551.The North Carolina HARNS have been completed but, EZ6551.due to contractual restrictions, coordinates for these stations EZ6551.will NOT be published in the near future. In the interim, the EZ6551.published coordinates in North Carolina will not be EZ6551.consistent with the Continuously Operating Reference Stations EZ6551.(CORS). The HARN coordinates for these stations are available EZ6551.upon request. Contact Gary Thompson(919-733-3836). EZ6551. EZ6551.In addition, the published North Carolina positions EZ6551.(NAD 83 (1986)) are NOT consistent with those determined in EZ6551.adjacent state readjustments. The discontinuity between stations EZ6551.located in North Carolina and those in adjacent states EZ6551.which have been adjusted to the HARN may be as much as 5 EZ6551.decimeters. This will result in a significant loss of accuracy EZ6551.over lines crossing such state borders. EZ6551 EZ6551 EZ6551.The horizontal coordinates were established by classical geodetic methods EZ6551.and adjusted by the National Geodetic Survey in December 1992. EZ6551 EZ6551.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6551 EZ6551.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6551 EZ6551.The geoid height was determined by GEOID03. EZ6551 EZ6551; North East Units Scale Factor Converg. EZ6551;SPC NC - 233,835.731 644,294.418 MT 0.99992833 +0 13 18.1 EZ6551;SPC NC - 767,176.06 2,113,822.60 sFT 0.99992833 +0 13 18.1 EZ6551;UTM 17 - 3,970,746.312 715,280.967 MT 1.00017112 +1 23 49.5 EZ6551 EZ6551! - Elev Factor x Scale Factor = Combined Factor EZ6551!SPC NC - 0.99998819 x 0.99992833 = 0.99991652 EZ6551!UTM 17 - 0.99998819 x 1.00017112 = 1.00015931 EZ6551 EZ6551 SUPERSEDED SURVEY CONTROL EZ6551 EZ6551 NGVD 29 (12/28/92) 108.3 (m) 355. (f) VERT ANG EZ6551 EZ6551.Superseded values are not recommended for survey control. EZ6551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6551.See file dsdata.txt to determine how the superseded data were derived. EZ6551 EZ6551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1528170746(NAD 83) EZ6551_MARKER: DH = HORIZONTAL CONTROL DISK EZ6551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6551_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6551_STAMPING: FRIENDSHIP 1985 EZ6551_MARK LOGO: NCGS EZ6551_MAGNETIC: N = NO MAGNETIC MATERIAL EZ6551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6551+STABILITY: SURFACE MOTION EZ6551 EZ6551 HISTORY - Date Condition Report By EZ6551 HISTORY - 1985 MONUMENTED NCGS EZ6551 HISTORY - 19871013 GOOD NCGS EZ6551 EZ6551 STATION DESCRIPTION EZ6551 EZ6551'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ6551'THE STATION IS LOCATED IN NORTH RALEIGH. EZ6551' EZ6551'ALONG FALLS OF NEUSE ROAD, 0.8 KM (0.5 MI) NORTH FROM THE MILLBROOK EZ6551'ROAD INTERSECTION, AT FRIENDSHIP BAPTIST CHURCH, BETWEEN A BRICK EZ6551'CHURCH SIGN AND AN ASPHALT SIDEWALK. EZ6551' EZ6551'THE STATION IS A STANDARD NCGS DISK STAMPED---FRIENDSHIP 1985---, EZ6551'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6551'25 CM IN DIAMETER RECESSED 2 CM BELOW GROUND. LOCATED EZ6551'10.7 METERS (35.2 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND EZ6551'LANES, EZ6551'1.2 METERS (4.0 FT) WEST OF THE WEST FACE OF THE BRICK CHURCH SIGN, EZ6551'37.3 METERS (122.3 FT) SOUTHWEST OF THE CENTER OF THE FRONT DOOR TO EZ6551'THE SANCTUARY, EZ6551'25.0 METERS (82.0 FT) SOUTH OF THE CENTERLINE OF THE NORTH DRIVEWAY, EZ6551'24.0 METERS (78.6 FT) NORTH OF THE CENTERLINE OF THE SOUTH DRIVEWAY, EZ6551'15.7 METERS (51.5 FT) NORTHWEST OF A MANHOLE COVER, AND EZ6551'5.2 METERS (17.0 FT) SOUTHEAST OF A WATER METER COVER. EZ6551' EZ6551'MARK IS 2 FT BELOW THE LEVEL OF THE ROAD. EZ6551 EZ6551 STATION RECOVERY (1987) EZ6551 EZ6551'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ6551'RECOVERED AS DESCRIBED. DESCRIPITON IS ADEQUATE WITH THE FOLLOWING EZ6551'CORRECTIONS. LOCATED NORTHEAST OF THE MANHOLE COVER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 DH6049 *********************************************************************** DH6049 DESIGNATION - FRONT DH6049 PID - DH6049 DH6049 STATE/COUNTY- NC/WAKE DH6049 USGS QUAD - CARY (1993) DH6049 DH6049 *CURRENT SURVEY CONTROL DH6049 ___________________________________________________________________ DH6049* NAD 83(1986)- 35 51 51.82163(N) 078 48 25.70283(W) ADJUSTED DH6049* NAVD 88 - 96.45 (meters) 316.4 (feet) LEVELING DH6049 ___________________________________________________________________ DH6049 LAPLACE CORR- -5.96 (seconds) DEFLEC99 DH6049 GEOID HEIGHT- -32.01 (meters) GEOID03 DH6049 DH6049 HORZ ORDER - FIRST DH6049 VERT ORDER - THIRD ? DH6049 DH6049.The North Carolina HARNS have been completed but, DH6049.due to contractual restrictions, coordinates for these stations DH6049.will NOT be published in the near future. In the interim, the DH6049.published coordinates in North Carolina will not be DH6049.consistent with the Continuously Operating Reference Stations DH6049.(CORS). The HARN coordinates for these stations are available DH6049.upon request. Contact Gary Thompson(919-733-3836). DH6049. DH6049.In addition, the published North Carolina positions DH6049.(NAD 83 (1986)) are NOT consistent with those determined in DH6049.adjacent state readjustments. The discontinuity between stations DH6049.located in North Carolina and those in adjacent states DH6049.which have been adjusted to the HARN may be as much as 5 DH6049.decimeters. This will result in a significant loss of accuracy DH6049.over lines crossing such state borders. DH6049 DH6049 DH6049.The horizontal coordinates were established by GPS observations DH6049.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in August 2005. DH6049 DH6049.The orthometric height was determined by differential leveling. DH6049.The vertical network tie was performed by a horz. field party for horz. DH6049.obs reductions. Reset procedures were used to establish the elevation. DH6049 DH6049.The Laplace correction was computed from DEFLEC99 derived deflections. DH6049 DH6049.The geoid height was determined by GEOID03. DH6049 DH6049; North East Units Scale Factor Converg. DH6049;SPC NC - 234,572.051 627,018.703 MT 0.99992964 +0 06 40.7 DH6049;SPC NC - 769,591.80 2,057,143.86 sFT 0.99992964 +0 06 40.7 DH6049;UTM 17 - 3,971,128.412 697,990.373 MT 1.00008306 +1 17 06.5 DH6049 DH6049! - Elev Factor x Scale Factor = Combined Factor DH6049!SPC NC - 0.99998989 x 0.99992964 = 0.99991953 DH6049!UTM 17 - 0.99998989 x 1.00008306 = 1.00007295 DH6049 DH6049 SUPERSEDED SURVEY CONTROL DH6049 DH6049.No superseded survey control is available for this station. DH6049 DH6049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9799071128(NAD 83) DH6049_MARKER: DH = HORIZONTAL CONTROL DISK DH6049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH6049_STAMPING: FRONT 2004 DH6049_MARK LOGO: NCGS DH6049_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT DH6049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6049+STABILITY: SURFACE MOTION DH6049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6049+SATELLITE: SATELLITE OBSERVATIONS - 2004 DH6049 DH6049 HISTORY - Date Condition Report By DH6049 HISTORY - 2004 MONUMENTED NCGS DH6049 DH6049 STATION DESCRIPTION DH6049 DH6049'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL) DH6049'STATION IS LOCATED ABOUT 11.1 MI (17.9 KM) WEST-NORTHWEST OF RALEIGH DH6049'AND 3.0 MI (4.8 KM) NORTH-NORTHEAST OF MORRISVILLE AT THE DH6049'RALEIGH-DURHAM AIRPORT (RDU). PROCEED EAST-NORTHEAST ALONG SR 3015 DH6049'(AIRPORT BLVD) FOR 0.5 MI (0.8 KM) (0.8 KM FROM I-40 OVERPASS (EXIT DH6049'284), IN THE NORTH SHOULDER AND ON THE PROLONGATION OF A RIP RAP DITCH DH6049'(NORTHEAST). MARK IS LEVEL WITH SR 3015 AND FLUSH WITH THE GROUND. DH6049'LOCATED 24.8 FT (7.6 M) NORTH OF THE CENTERLINE OF SR 3015 (IN BOUND DH6049'TO AIRPORT), 93.0 FT (28.3 M) SOUTHWEST OF A STORM DRAIN WITH V-SHAPE DH6049'RIP RAP DITCHES, 210.7 FT (64.2 M) EAST-SOUTHEAST OF A METAL LIGHT DH6049'POLE WITH CONCRETE BASE (HM4 CP1). 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5216 *********************************************************************** EZ5216 DESIGNATION - FULCHER EZ5216 PID - EZ5216 EZ5216 STATE/COUNTY- NC/WAKE EZ5216 USGS QUAD - BAYLEAF (1987) EZ5216 EZ5216 *CURRENT SURVEY CONTROL EZ5216 ___________________________________________________________________ EZ5216* NAD 83(1986)- 35 56 08.82643(N) 078 38 43.71776(W) ADJUSTED EZ5216* NAVD 88 - 136.7 (meters) 448. (feet) VERTCON EZ5216 ___________________________________________________________________ EZ5216 LAPLACE CORR- -6.91 (seconds) DEFLEC99 EZ5216 GEOID HEIGHT- -32.48 (meters) GEOID03 EZ5216 EZ5216 HORZ ORDER - SECOND EZ5216 EZ5216.The North Carolina HARNS have been completed but, EZ5216.due to contractual restrictions, coordinates for these stations EZ5216.will NOT be published in the near future. In the interim, the EZ5216.published coordinates in North Carolina will not be EZ5216.consistent with the Continuously Operating Reference Stations EZ5216.(CORS). The HARN coordinates for these stations are available EZ5216.upon request. Contact Gary Thompson(919-733-3836). EZ5216. EZ5216.In addition, the published North Carolina positions EZ5216.(NAD 83 (1986)) are NOT consistent with those determined in EZ5216.adjacent state readjustments. The discontinuity between stations EZ5216.located in North Carolina and those in adjacent states EZ5216.which have been adjusted to the HARN may be as much as 5 EZ5216.decimeters. This will result in a significant loss of accuracy EZ5216.over lines crossing such state borders. EZ5216 EZ5216 EZ5216.The horizontal coordinates were established by classical geodetic methods EZ5216.and adjusted by the National Geodetic Survey in July 1986. EZ5216 EZ5216.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5216 EZ5216.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5216 EZ5216.The geoid height was determined by GEOID03. EZ5216 EZ5216; North East Units Scale Factor Converg. EZ5216;SPC NC - 242,533.006 641,590.333 MT 0.99994374 +0 12 16.6 EZ5216;SPC NC - 795,710.37 2,104,950.95 sFT 0.99994374 +0 12 16.6 EZ5216;UTM 17 - 3,979,388.196 712,398.213 MT 1.00015592 +1 22 56.4 EZ5216 EZ5216! - Elev Factor x Scale Factor = Combined Factor EZ5216!SPC NC - 0.99998364 x 0.99994374 = 0.99992738 EZ5216!UTM 17 - 0.99998364 x 1.00015592 = 1.00013955 EZ5216 EZ5216|---------------------------------------------------------------------| EZ5216| PID Reference Object Distance Geod. Az | EZ5216| dddmmss.s | EZ5216| EZ5214 THUNDER 375.195 METERS 19757 | EZ5216| EZ5215 ERRON 253.907 METERS 34928 | EZ5216|---------------------------------------------------------------------| EZ5216 EZ5216 SUPERSEDED SURVEY CONTROL EZ5216 EZ5216 NAD 27 - 35 56 08.29859(N) 078 38 44.71287(W) AD( ) 2 EZ5216 NGVD 29 (07/19/86) 137.0 (m) 449. (f) VERT ANG EZ5216 EZ5216.Superseded values are not recommended for survey control. EZ5216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5216.See file dsdata.txt to determine how the superseded data were derived. EZ5216 EZ5216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1239879388(NAD 83) EZ5216_MARKER: DE = TRAVERSE STATION DISK EZ5216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5216_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5216_STAMPING: FULCHER 1970 EZ5216_MARK LOGO: NCGS EZ5216_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ5216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5216+STABILITY: SURFACE MOTION EZ5216 EZ5216 HISTORY - Date Condition Report By EZ5216 HISTORY - 1970 MONUMENTED NCGS EZ5216 HISTORY - 19870501 GOOD NCGS EZ5216 EZ5216 STATION DESCRIPTION EZ5216 EZ5216'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ5216'FULCHER IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ5216'THE VICINITY OF NORTHWEST WAKE COUNTY. EZ5216' EZ5216'FULCHER IS LOCATED APPROXIMATELY 0.8 MILE SOUTH OF BAYLEAF AND 1.4 EZ5216'MILES NORTH OF SIX FORKS. TO REACH STATION PROCEED FROM THE EZ5216'INTERSECTION OF SR 2002 AND SR 1005 IN THE COMMUNITY OF BAYLEAF, GO EZ5216'SOUTH ON SR 1005 FOR 0.2 MILE TO INTERSECTION OF SR 1005 AND SR EZ5216'1834, CONTINUE SOUTH ON SR 1005 FOR 0.6 MILE TO STATION ON RIGHT, IN EZ5216'SOUTHEAST CORNER OF YARD OWNED BY MR. FULCHER, AND 0.8 MILE EZ5216'NORTH OF INTERSECTION OF SR 1005 AND SR 2006. EZ5216' EZ5216'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED FULCHER EZ5216'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1 EZ5216'INCH BELOW THE SURFACE OF THE GROUND. EZ5216' EZ5216'MARK IS-- EZ5216'19.0 FEET W OF C/L OF SR 2002. EZ5216'107.5 FEET SSE OF ALUMINUM REF. TAG ON PP. EZ5216'101.8 FEET WNW OF ALUMINUM REF. TAG ON PP NO. 167. EZ5216'113.6 FEET SE OF ALUMINUM REF. TAG ON PP. EZ5216'44.8 FEET S OF C/L OF DRIVEWAY. EZ5216'61.9 FEET E OF SE CORNER OF HOUSE. EZ5216'72.7 FEET SE OF NE CORNER OF HOUSE. EZ5216 EZ5216 STATION RECOVERY (1987) EZ5216 EZ5216'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ5216'RECOVERED AS DESCRIBED. DESCRIPTION IS ADEQUATE EXCEPT FOR THE EZ5216'FOLLOWING CORRECTIONS. LOCATED 30.5 FT (9.3 M) NORTH OF TELEPHONE EZ5216'PEDESTAL. DELETE REFERENCE TO POWER POLE (167). 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1143 *********************************************************************** EZ1143 DESIGNATION - FUNERAL 2 EZ1143 PID - EZ1143 EZ1143 STATE/COUNTY- NC/WAKE EZ1143 USGS QUAD - APEX (1993) EZ1143 EZ1143 *CURRENT SURVEY CONTROL EZ1143 ___________________________________________________________________ EZ1143* NAD 83(1986)- 35 44 10.06473(N) 078 51 45.24518(W) ADJUSTED EZ1143* NAVD 88 - 143.235 (meters) 469.93 (feet) ADJUSTED EZ1143 ___________________________________________________________________ EZ1143 LAPLACE CORR- -5.25 (seconds) DEFLEC99 EZ1143 GEOID HEIGHT- -32.16 (meters) GEOID03 EZ1143 DYNAMIC HT - 143.111 (meters) 469.52 (feet) COMP EZ1143 MODELED GRAV- 979,765.3 (mgal) NAVD 88 EZ1143 EZ1143 HORZ ORDER - SECOND EZ1143 VERT ORDER - SECOND CLASS II EZ1143 EZ1143.The North Carolina HARNS have been completed but, EZ1143.due to contractual restrictions, coordinates for these stations EZ1143.will NOT be published in the near future. In the interim, the EZ1143.published coordinates in North Carolina will not be EZ1143.consistent with the Continuously Operating Reference Stations EZ1143.(CORS). The HARN coordinates for these stations are available EZ1143.upon request. Contact Gary Thompson(919-733-3836). EZ1143. EZ1143.In addition, the published North Carolina positions EZ1143.(NAD 83 (1986)) are NOT consistent with those determined in EZ1143.adjacent state readjustments. The discontinuity between stations EZ1143.located in North Carolina and those in adjacent states EZ1143.which have been adjusted to the HARN may be as much as 5 EZ1143.decimeters. This will result in a significant loss of accuracy EZ1143.over lines crossing such state borders. EZ1143 EZ1143 EZ1143.The horizontal coordinates were established by classical geodetic methods EZ1143.and adjusted by the National Geodetic Survey in July 1986. EZ1143 EZ1143.The orthometric height was determined by differential leveling EZ1143.and adjusted by the National Geodetic Survey in June 1991. EZ1143 EZ1143.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1143 EZ1143.The geoid height was determined by GEOID03. EZ1143 EZ1143.The dynamic height is computed by dividing the NAVD 88 EZ1143.geopotential number by the normal gravity value computed on the EZ1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1143.degrees latitude (g = 980.6199 gals.). EZ1143 EZ1143.The modeled gravity was interpolated from observed gravity values. EZ1143 EZ1143; North East Units Scale Factor Converg. EZ1143;SPC NC - 220,333.125 622,032.590 MT 0.99990823 +0 04 45.6 EZ1143;SPC NC - 722,876.26 2,040,785.26 sFT 0.99990823 +0 04 45.6 EZ1143;UTM 17 - 3,956,788.315 693,295.730 MT 1.00006043 +1 14 55.5 EZ1143 EZ1143! - Elev Factor x Scale Factor = Combined Factor EZ1143!SPC NC - 0.99998257 x 0.99990823 = 0.99989080 EZ1143!UTM 17 - 0.99998257 x 1.00006043 = 1.00004300 EZ1143 EZ1143: Primary Azimuth Mark Grid Az EZ1143:SPC NC - JUNCTION 2 318 54 59.3 EZ1143:UTM 17 - JUNCTION 2 317 44 49.4 EZ1143 EZ1143|---------------------------------------------------------------------| EZ1143| PID Reference Object Distance Geod. Az | EZ1143| dddmmss.s | EZ1143| EZ1141 JAYCEE 2 442.352 METERS 1614859.0 | EZ1143| EZ1135 JUNCTION 2 APPROX. 1.8 KM 3185944.9 | EZ1143|---------------------------------------------------------------------| EZ1143 EZ1143 SUPERSEDED SURVEY CONTROL EZ1143 EZ1143 NAD 27 - 35 44 09.51928(N) 078 51 46.22040(W) AD( ) 2 EZ1143 NGVD 29 (??/??/92) 143.488 (m) 470.76 (f) ADJ UNCH 2 2 EZ1143 EZ1143.Superseded values are not recommended for survey control. EZ1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1143.See file dsdata.txt to determine how the superseded data were derived. EZ1143 EZ1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9329656788(NAD 83) EZ1143_MARKER: DE = TRAVERSE STATION DISK EZ1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1143_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1143_STAMPING: FUNERAL 2 1974 EZ1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1143+STABILITY: SURFACE MOTION EZ1143 EZ1143 HISTORY - Date Condition Report By EZ1143 HISTORY - 1974 MONUMENTED NCGS EZ1143 HISTORY - 1974 GOOD NCGS EZ1143 HISTORY - 1979 GOOD LOCSUR EZ1143 HISTORY - 1987 GOOD USPSQD EZ1143 HISTORY - 20040820 GOOD GEOCAC EZ1143 EZ1143 STATION DESCRIPTION EZ1143 EZ1143'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB) EZ1143'FUNERAL 2 IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1143'IN THE VICINITY OF APEX, NORTH CAROLINA. EZ1143' EZ1143'FUNERAL 2 IS LOCATED AT NW EDGE OF APEX. TO REACH STATION FROM EZ1143'INTERSECTION OF NC 55 WITH SOUTH SALEM STREET (OLD U.S. 1) IN EZ1143'APEX, PROCEED NW ALONG NC 55 FOR 0.8 MILE TO SR 1160 AND STATION EZ1143'ON RIGHT IN EAST QUADRANT OF INTERSECTION. EZ1143' EZ1143'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1143'FUNERAL 2 1974, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1143'WHICH IS 3 INCHES BELOW THE GROUND. EZ1143' EZ1143'MARK IS EZ1143' EZ1143'78.9 FT NE OF C/L NC 55 EZ1143' EZ1143'153.8 FT NNE OF C/L INTERSECTION OF NC 55 WITH SR 1160 EZ1143' EZ1143'100.1 FT W OF CENTER OF BOTTOM CONCRETE PORCH STEP ON WEST SIDE EZ1143'OF ONE STORY BRICK RESIDENCE EZ1143' EZ1143'15.6 FT WSW OF TP WITH ALUMINUM REF. TAG EZ1143' EZ1143'73.7 FT S OF AN 18 IN LOBLOLLY PINE WITH ALUMINUM REF. TAG EZ1143' EZ1143'130.5 FT N OF TP WITH TWO LARGE CABLES WITH ALUMINUM REF. TAG EZ1143' EZ1143'FUNERAL 1967 DESTROYED EZ1143' EZ1143'FUNERAL 2 1974 REPLACES FUNERAL 1967 EZ1143 EZ1143 STATION RECOVERY (1974) EZ1143 EZ1143'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 EZ1143'AT APEX. EZ1143'TO REACH STATION FROM INTERSECTION OF NC 55 WITH SOUTH SALEM EZ1143'STREET (OLD U.S. 1) IN APEX, PROCEED NW ALONG NC 55 FOR 0.8 MILE EZ1143'TO SR 1160 AND STATION ON RIGHT IN EAST QUADRANT OF INTERSECTION, EZ1143'78.9 FT NE OF C/L NC 55, 153.8 FT NNE OF C/L INTERSECTION OF NC EZ1143'55 WITH SR 1160, 100.1 FT WEST OF CENTER OF BOTTOM CONCRETE EZ1143'PORCH STEP ON WEST SIDE OF ONE STORY BRICK RESIDENCE, 15.6 FT EZ1143'WSW OF TP WITH ALUMINUM REF. TAG, 73.7 FT SOUTH OF AN 18 IN EZ1143'LOBLOLLY PINE WITH ALUMINUM REF. TAG, AND 130.5 FT NORTH OF TP EZ1143'WITH TWO LARGE CABLES, WITH ALUMINUM REF. TAG. DISK IS SET IN EZ1143'TOP OF CONCRETE CYLINDER, 3 INCHES BELOW THE GROUND. EZ1143 EZ1143 STATION RECOVERY (1979) EZ1143 EZ1143'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (ARB) EZ1143'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ1143 EZ1143 STATION RECOVERY (1987) EZ1143 EZ1143'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ1143'RECOVERED IN GOOD CONDITION. EZ1143 EZ1143 STATION RECOVERY (2004) EZ1143 EZ1143'RECOVERY NOTE BY GEOCACHING 2004 (PFF) EZ1143'RECOVERED IN GOOD CONDITION. A DRUG STORE HAS REPLACED THE HOUSE EZ1143'MENTIONED IN THE ORIGINAL DESCRIPTION. MARK IS BETWEEN THE STORE AND EZ1143'HIGHWAY NC-55, BESIDE A MANHOLE COVER, APPROXIMATELY 42 FEET WEST OF A EZ1143'BRICK SUPPORT PILLAR. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5333 *********************************************************************** EZ5333 DESIGNATION - FUQUAY EZ5333 PID - EZ5333 EZ5333 STATE/COUNTY- NC/WAKE EZ5333 USGS QUAD - FUQUAY-VARINA (1993) EZ5333 EZ5333 *CURRENT SURVEY CONTROL EZ5333 ___________________________________________________________________ EZ5333* NAD 83(1986)- 35 36 09.94113(N) 078 48 07.76800(W) ADJUSTED EZ5333* NAVD 88 - 137.62 (+/-2cm) 451.5 (feet) VERTCON EZ5333 ___________________________________________________________________ EZ5333 LAPLACE CORR- -4.78 (seconds) DEFLEC99 EZ5333 GEOID HEIGHT- -32.66 (meters) GEOID03 EZ5333 EZ5333 HORZ ORDER - SECOND EZ5333 VERT ORDER - THIRD ? (See Below) EZ5333 EZ5333.The North Carolina HARNS have been completed but, EZ5333.due to contractual restrictions, coordinates for these stations EZ5333.will NOT be published in the near future. In the interim, the EZ5333.published coordinates in North Carolina will not be EZ5333.consistent with the Continuously Operating Reference Stations EZ5333.(CORS). The HARN coordinates for these stations are available EZ5333.upon request. Contact Gary Thompson(919-733-3836). EZ5333. EZ5333.In addition, the published North Carolina positions EZ5333.(NAD 83 (1986)) are NOT consistent with those determined in EZ5333.adjacent state readjustments. The discontinuity between stations EZ5333.located in North Carolina and those in adjacent states EZ5333.which have been adjusted to the HARN may be as much as 5 EZ5333.decimeters. This will result in a significant loss of accuracy EZ5333.over lines crossing such state borders. EZ5333 EZ5333 EZ5333.The horizontal coordinates were established by classical geodetic methods EZ5333.and adjusted by the National Geodetic Survey in July 1986. EZ5333 EZ5333.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5333.The vertical order pertains to the NGVD 29 superseded value. EZ5333 EZ5333.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5333 EZ5333.The geoid height was determined by GEOID03. EZ5333 EZ5333; North East Units Scale Factor Converg. EZ5333;SPC NC - 205,546.345 627,526.473 MT 0.99989130 +0 06 51.1 EZ5333;SPC NC - 674,363.30 2,058,809.77 sFT 0.99989130 +0 06 51.1 EZ5333;UTM 17 - 3,942,113.985 699,090.799 MT 1.00008847 +1 16 47.7 EZ5333 EZ5333! - Elev Factor x Scale Factor = Combined Factor EZ5333!SPC NC - 0.99998353 x 0.99989130 = 0.99987483 EZ5333!UTM 17 - 0.99998353 x 1.00008847 = 1.00007199 EZ5333 EZ5333: Primary Azimuth Mark Grid Az EZ5333:SPC NC - FUQUAY AZ MK 323 33 06.9 EZ5333:UTM 17 - FUQUAY AZ MK 322 23 10.3 EZ5333 EZ5333|---------------------------------------------------------------------| EZ5333| PID Reference Object Distance Geod. Az | EZ5333| dddmmss.s | EZ5333| EZ6210 FUQUAY RM 1 32.898 METERS 01209 | EZ5333| EZ5331 FUQUAY SPRINGS RADIO WFVG MAST 81.154 METERS 03213 | EZ5333| EZ6211 FUQUAY RM 2 33.550 METERS 12905 | EZ5333| EZ5330 FUQUAY SPRINGS E MUNICIPAL TK APPROX. 1.3 KM 1572342.2 | EZ5333| EZ5332 FUQUAY SPRINGS W MUNICIPAL TK APPROX. 1.3 KM 1583942.3 | EZ5333| EZ5329 FUQUAY SPRINGS ARMY RADAR TWR APPROX. 3.0 KM 2575812.3 | EZ5333| EZ6635 BARBS 323.735 METERS 31940 | EZ5333| EZ6209 FUQUAY AZ MK 3233958.0 | EZ5333|---------------------------------------------------------------------| EZ5333 EZ5333 SUPERSEDED SURVEY CONTROL EZ5333 EZ5333 NAD 27 - 35 36 09.38684(N) 078 48 08.72830(W) AD( ) 2 EZ5333 NGVD 29 (07/19/86) 137.88 (m) 452.4 (f) LEVELING 3 EZ5333 EZ5333.Superseded values are not recommended for survey control. EZ5333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5333.See file dsdata.txt to determine how the superseded data were derived. EZ5333 EZ5333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9909142114(NAD 83) EZ5333_MARKER: DS = TRIANGULATION STATION DISK EZ5333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5333_SP_SET: SQUARE CONCRETE MONUMENT EZ5333_STAMPING: FUQUAY 1957 EZ5333_MARK LOGO: CGS EZ5333_MAGNETIC: N = NO MAGNETIC MATERIAL EZ5333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5333+STABILITY: SURFACE MOTION EZ5333 EZ5333 HISTORY - Date Condition Report By EZ5333 HISTORY - 1957 MONUMENTED CGS EZ5333 HISTORY - 1957 GOOD CGS EZ5333 HISTORY - 1967 GOOD NCGS EZ5333 HISTORY - 1984 GOOD USPSQD EZ5333 HISTORY - 19840101 GOOD NCGS EZ5333 HISTORY - 1985 GOOD USPSQD EZ5333 HISTORY - 19990816 MARK NOT FOUND NCGS EZ5333 EZ5333 STATION DESCRIPTION EZ5333 EZ5333'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE) EZ5333'STATION IS LOCATED JUST NORTH OF FUQUAY SPRINGS NEAR THE WFVG EZ5333'RADIO STATION. STATION IS 265 FEET SOUTHWEST OF THE RADIO MAST, EZ5333'20 FEET WEST OF THE APPROXIMATE CENTER OF TRACK ROAD AND 3 EZ5333'FEET NORTH OF WITNESS POST. THE MARK PROJECTS ABOUT 4 INCHES EZ5333'AND THE DISK IS STAMPED FUQUAY 1957. EZ5333' EZ5333'REFERENCE MARK NO. 1 IS 9 FEET SOUTH OF THE APPROXIMATE CENTER EZ5333'OF TRACK ROAD. THE MARK PROJECTS ABOUT 4 INCHES AND THE EZ5333'DISK IS STAMPED FUQUAY NO 1 1957. EZ5333' EZ5333'REFERENCE MARK NO. 2 IS 22 FEET EAST OF THE APPROXIMATE CENTER EZ5333'OF TRACK ROAD AND 12 FEET NORTH OF THE APPROXIMATE CENTER OF EZ5333'TRACK ROAD. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK EZ5333'IS STAMPED FUQUAY NO 2 1957. EZ5333' EZ5333'AZIMUTH MARK IS 33 FEET WEST OF THE CENTERLINE OF STATE EZ5333'HIGHWAY 55, 3 FEET SOUTH OF TELEPHONE POLE AND 2 FEET SOUTH OF EZ5333'WITNESS POST. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS EZ5333'STAMPED FUQUAY 1957. EZ5333' EZ5333'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 401 AND EZ5333'STATE HIGHWAY 55 IN THE NORTH PART OF FUQUAY SPRINGS GO EZ5333'NORTHERLY ON STATE HIGHWAY 55 FOR 1.0 MILE TO SIDE ROAD EZ5333'RIGHT. TURN RIGHT AND GO EAST TOWARD RADIO STATION FOR 0.05 EZ5333'MILE TO TRACK ROAD RIGHT. TURN RIGHT AND GO SOUTH ON TRACK EZ5333'ROAD FOR 0.05 MILE TO STATION ON THE RIGHT AS DESCRIBED. TO EZ5333'REACH AZIMUTH MARK FROM STATION GO NORTH FOR 0.05 MILE. TURN EZ5333'LEFT AND GO WEST FOR 0.05 MILE TO HIGHWAY. TURN RIGHT AND GO EZ5333'NORTH ON HIGHWAY FOR 0.2 MILE TO AZIMUTH MARK ON LEFT OR EZ5333'WEST SIDE OF HIGHWAY AS DESCRIBED. EZ5333' EZ5333'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS. EZ5333 EZ5333 STATION RECOVERY (1957) EZ5333 EZ5333'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 EZ5333'RECOVERED IN GOOD CONDITION. EZ5333 EZ5333 STATION RECOVERY (1967) EZ5333 EZ5333'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ5333'FUQUAY 1957 GOOD EZ5333' EZ5333'RM 1 GOOD EZ5333' EZ5333'RM 2 GOOD EZ5333' EZ5333'AZ. MARK GOOD EZ5333' EZ5333'(1) TO REACH STATION FROM INTERSECTION OF U.S. 401 AND NC 55 EZ5333'IN THE NORTH PART OF FUQUAY SPRINGS, GO NORTHERLY ON NC 55 EZ5333'FOR 0.95 MILE TO HARD SURFACE ROAD ON RIGHT (E), TURN RIGHT EZ5333'(E) FOR 0.05 MILE TO SIDE ROAD LEFT (N), TURN N TOWARD RADIO EZ5333'TOWER FOR 0.05 MILE TO STATION ON LEFT AS DESCRIBED. (2) RM 2 EZ5333'SHOULD READ 47 FT NOT 22 FT. EZ5333' EZ5333'AZ. MARK - BUILDING FOR MEADOWS SERVICE CENTER IS IN LINE EZ5333'BETWEEN STATION AND AZ. MARK. EZ5333 EZ5333 STATION RECOVERY (1984) EZ5333 EZ5333'RECOVERY NOTE BY US POWER SQUADRON 1984 (JEH) EZ5333'FUQUAY-1957 FOUND GOOD, MONU. PANELED FOR MAPPING CONTROL. EZ5333 EZ5333 STATION RECOVERY (1984) EZ5333 EZ5333'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ5333'THE STATION WAS RECOVERED AT THIS DATE. MARKS FOUND IN GOOD CONDITION EZ5333'AS DESCRIBED IN 1982 RECOVERY BY HDM. EZ5333'MARK ELEVATION ESTABLISHED BY USGS. EZ5333 EZ5333 STATION RECOVERY (1985) EZ5333 EZ5333'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ5333'RECOVERED IN GOOD CONDITION. EZ5333 EZ5333 STATION RECOVERY (1999) EZ5333 EZ5333'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL) EZ5333'NOT FOUND, PROBABLY DESTROYED. REFERENCE SITE OF STATION AND RM 1 EZ5333'HAS BEEN CLEARED AND GRADED FOR A NEW STREET AND SHOPPING CENTER. EZ5333'RM 2 WAS FOUND DISTURBED TILTED APPROXIMATELY 8-DEGREES TOWARD THE EZ5333'EAST. LOCATED 131.5 FT (40.1 M) NORTH-NORTHWEST OF BLANCHARD RD AT EZ5333'NORTH EDGE OF A SMALL GROVE OF TREES, 4.5 FT (1.4 M) SOUTHWEST OF A EZ5333'8-INCH GUM TREE. EZ5333'AZ MK WAS FOUND IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5330 *********************************************************************** EZ5330 DESIGNATION - FUQUAY SPRINGS E MUNICIPAL TK EZ5330 PID - EZ5330 EZ5330 STATE/COUNTY- NC/WAKE EZ5330 USGS QUAD - FUQUAY-VARINA (1993) EZ5330 EZ5330 *CURRENT SURVEY CONTROL EZ5330 ___________________________________________________________________ EZ5330* NAD 83(1986)- 35 35 30.68987(N) 078 47 47.76021(W) ADJUSTED EZ5330* NAVD 88 - EZ5330 ___________________________________________________________________ EZ5330 LAPLACE CORR- -4.69 (seconds) DEFLEC99 EZ5330 GEOID HEIGHT- -32.69 (meters) GEOID03 EZ5330 EZ5330 HORZ ORDER - THIRD EZ5330 EZ5330.The North Carolina HARNS have been completed but, EZ5330.due to contractual restrictions, coordinates for these stations EZ5330.will NOT be published in the near future. In the interim, the EZ5330.published coordinates in North Carolina will not be EZ5330.consistent with the Continuously Operating Reference Stations EZ5330.(CORS). The HARN coordinates for these stations are available EZ5330.upon request. Contact Gary Thompson(919-733-3836). EZ5330. EZ5330.In addition, the published North Carolina positions EZ5330.(NAD 83 (1986)) are NOT consistent with those determined in EZ5330.adjacent state readjustments. The discontinuity between stations EZ5330.located in North Carolina and those in adjacent states EZ5330.which have been adjusted to the HARN may be as much as 5 EZ5330.decimeters. This will result in a significant loss of accuracy EZ5330.over lines crossing such state borders. EZ5330 EZ5330 EZ5330.The horizontal coordinates were established by classical geodetic methods EZ5330.and adjusted by the National Geodetic Survey in July 1986. EZ5330 EZ5330 EZ5330.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5330 EZ5330.The geoid height was determined by GEOID03. EZ5330 EZ5330; North East Units Scale Factor Converg. EZ5330;SPC NC - 204,337.778 628,032.501 MT 0.99989015 +0 07 02.6 EZ5330;SPC NC - 670,398.19 2,060,469.96 sFT 0.99989015 +0 07 02.6 EZ5330;UTM 17 - 3,940,915.724 699,621.413 MT 1.00009108 +1 16 58.1 EZ5330 EZ5330 SUPERSEDED SURVEY CONTROL EZ5330 EZ5330 NAD 27 - 35 35 30.12700(N) 078 47 48.71700(W) AD( ) 3 EZ5330 EZ5330.Superseded values are not recommended for survey control. EZ5330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5330.See file dsdata.txt to determine how the superseded data were derived. EZ5330 EZ5330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9962140916(NAD 83) EZ5330_MARKER: 53 = ELEVATED TANK EZ5330_MARK LOGO: CGS EZ5330_MAGNETIC: N = NO MAGNETIC MATERIAL EZ5330_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ5330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5330+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2004 EZ5330 EZ5330 HISTORY - Date Condition Report By EZ5330 HISTORY - 1957 FIRST OBSERVED CGS EZ5330 HISTORY - 1957 GOOD CGS EZ5330 HISTORY - 1985 GOOD USPSQD EZ5330 HISTORY - 19850101 GOOD NCGS EZ5330 HISTORY - 20041106 GOOD GEOCAC EZ5330 EZ5330 STATION DESCRIPTION EZ5330 EZ5330'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE) EZ5330'STATION IS LOCATED IN THE NORTH EDGE OF FUQUAY SPRINGS AND EZ5330'BEHIND THE FUQUAY-VARINA CHAMBER OF COMMERCE BUILDING. STATION EZ5330'IS OF STEEL CONSTRUCTION ABOUT 125 FEET HIGH, PAINTED SILVER EZ5330'AND HAS SIX LEGS. THE POINT INTERSECTED WAS THE BALL FINIAL. EZ5330 EZ5330 STATION RECOVERY (1957) EZ5330 EZ5330'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 EZ5330'RECOVERED IN GOOD CONDITION. EZ5330 EZ5330 STATION RECOVERY (1985) EZ5330 EZ5330'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ5330'STATION FOUND GOOD. EZ5330'VISITED SITE - VERIFIED EXISTENCE. EZ5330 EZ5330 STATION RECOVERY (1985) EZ5330 EZ5330'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 EZ5330'THE STATION WAS RECOVERED AT THIS DATE. THE WATER TANK APPEARS TO BE EZ5330'AS DESCRIBED. EZ5330'THIS TANK WAS SIGHTED FROM TWO STATIONS IN THIS PROJECT. EZ5330 EZ5330 STATION RECOVERY (2004) EZ5330 EZ5330'RECOVERY NOTE BY GEOCACHING 2004 (PFF) EZ5330'VISITED SITE AND VERIFIED EXISTENCE. CHAMBER OF COMMERCE BUILDING NOW EZ5330'OCCUPIED BY FUQUAY-VARINA ATHLETIC ASSOCIATION (FVAA). PUBLIC WORKS EZ5330'DRIVEWAY TO TANK SITE IS AT 529 N. MAIN STREET. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5332 *********************************************************************** EZ5332 DESIGNATION - FUQUAY SPRINGS W MUNICIPAL TK EZ5332 PID - EZ5332 EZ5332 STATE/COUNTY- NC/WAKE EZ5332 USGS QUAD - FUQUAY-VARINA (1993) EZ5332 EZ5332 *CURRENT SURVEY CONTROL EZ5332 ___________________________________________________________________ EZ5332* NAD 83(1986)- 35 35 30.78109(N) 078 47 49.03918(W) ADJUSTED EZ5332* NAVD 88 - EZ5332 ___________________________________________________________________ EZ5332 LAPLACE CORR- -4.69 (seconds) DEFLEC99 EZ5332 GEOID HEIGHT- -32.69 (meters) GEOID03 EZ5332 EZ5332 HORZ ORDER - THIRD EZ5332 EZ5332.The North Carolina HARNS have been completed but, EZ5332.due to contractual restrictions, coordinates for these stations EZ5332.will NOT be published in the near future. In the interim, the EZ5332.published coordinates in North Carolina will not be EZ5332.consistent with the Continuously Operating Reference Stations EZ5332.(CORS). The HARN coordinates for these stations are available EZ5332.upon request. Contact Gary Thompson(919-733-3836). EZ5332. EZ5332.In addition, the published North Carolina positions EZ5332.(NAD 83 (1986)) are NOT consistent with those determined in EZ5332.adjacent state readjustments. The discontinuity between stations EZ5332.located in North Carolina and those in adjacent states EZ5332.which have been adjusted to the HARN may be as much as 5 EZ5332.decimeters. This will result in a significant loss of accuracy EZ5332.over lines crossing such state borders. EZ5332 EZ5332 EZ5332.The horizontal coordinates were established by classical geodetic methods EZ5332.and adjusted by the National Geodetic Survey in July 1986. EZ5332 EZ5332 EZ5332.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5332 EZ5332.The geoid height was determined by GEOID03. EZ5332 EZ5332; North East Units Scale Factor Converg. EZ5332;SPC NC - 204,340.523 628,000.303 MT 0.99989016 +0 07 01.9 EZ5332;SPC NC - 670,407.20 2,060,364.33 sFT 0.99989016 +0 07 01.9 EZ5332;UTM 17 - 3,940,917.814 699,589.158 MT 1.00009092 +1 16 57.4 EZ5332 EZ5332 SUPERSEDED SURVEY CONTROL EZ5332 EZ5332 NAD 27 - 35 35 30.21800(N) 078 47 49.99600(W) AD( ) 3 EZ5332 EZ5332.Superseded values are not recommended for survey control. EZ5332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5332.See file dsdata.txt to determine how the superseded data were derived. EZ5332 EZ5332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9958940918(NAD 83) EZ5332_MARKER: 53 = ELEVATED TANK EZ5332_MARK LOGO: CGS EZ5332_MAGNETIC: N = NO MAGNETIC MATERIAL EZ5332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ5332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5332+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2004 EZ5332 EZ5332 HISTORY - Date Condition Report By EZ5332 HISTORY - 1957 FIRST OBSERVED CGS EZ5332 HISTORY - 1957 GOOD CGS EZ5332 HISTORY - 19830101 GOOD NCGS EZ5332 HISTORY - 20041106 GOOD GEOCAC EZ5332 EZ5332 STATION DESCRIPTION EZ5332 EZ5332'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE) EZ5332'STATION IS LOCATED IN THE NORTH EDGE OF FUQUAY SPRINGS AND EZ5332'BEHIND THE FUQUAY VARINA CHAMBER OF COMMERCE BUILDING. STATION EZ5332'IS OF STEEL CONSTRUCTION ABOUT 135 FEET HIGH, PAINTED SILVER EZ5332'AND HAS FOUR LEGS. THE POINT INTERSECTED WAS THE BALL FINIAL. EZ5332 EZ5332 STATION RECOVERY (1957) EZ5332 EZ5332'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 EZ5332'RECOVERED IN GOOD CONDITION. EZ5332 EZ5332 STATION RECOVERY (1983) EZ5332 EZ5332'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 EZ5332'THE STATION WAS RECOVERED AT THIS DATE. THE TANK APPEARS AS LAST EZ5332'DESCRIBED. EZ5332'THIS TANK WAS OBSERVED FROM TWO STATIONS ON THIS PROJECT. EZ5332 EZ5332 STATION RECOVERY (2004) EZ5332 EZ5332'RECOVERY NOTE BY GEOCACHING 2004 (PFF) EZ5332'VISITED SITE AND VERIFIED EXISTENCE. CHAMBER OF COMMERCE BUILDING NOW EZ5332'OCCUPIED BY FUQUAY-VARINA ATHLETIC ASSOCIATION (FVAA). PUBLIC WORKS EZ5332'DRIVEWAY TO TANK SITE IS AT 529 N. MAIN STREET. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7309 *********************************************************************** AE7309 DESIGNATION - FURNITURE AE7309 PID - AE7309 AE7309 STATE/COUNTY- NC/WAKE AE7309 USGS QUAD - BAYLEAF (1987) AE7309 AE7309 *CURRENT SURVEY CONTROL AE7309 ___________________________________________________________________ AE7309* NAD 83(1986)- 35 52 46.90936(N) 078 44 04.12697(W) ADJUSTED AE7309* NAVD 88 - 118.8 (meters) 390. (feet) VERTCON AE7309 ___________________________________________________________________ AE7309 LAPLACE CORR- -7.25 (seconds) DEFLEC99 AE7309 GEOID HEIGHT- -32.25 (meters) GEOID03 AE7309 AE7309 HORZ ORDER - SECOND AE7309 AE7309.The North Carolina HARNS have been completed but, AE7309.due to contractual restrictions, coordinates for these stations AE7309.will NOT be published in the near future. In the interim, the AE7309.published coordinates in North Carolina will not be AE7309.consistent with the Continuously Operating Reference Stations AE7309.(CORS). The HARN coordinates for these stations are available AE7309.upon request. Contact Gary Thompson(919-733-3836). AE7309. AE7309.In addition, the published North Carolina positions AE7309.(NAD 83 (1986)) are NOT consistent with those determined in AE7309.adjacent state readjustments. The discontinuity between stations AE7309.located in North Carolina and those in adjacent states AE7309.which have been adjusted to the HARN may be as much as 5 AE7309.decimeters. This will result in a significant loss of accuracy AE7309.over lines crossing such state borders. AE7309 AE7309 AE7309.The horizontal coordinates were established by classical geodetic methods AE7309.and adjusted by the National Geodetic Survey in March 1998. AE7309 AE7309.The NAVD 88 height was computed by applying the VERTCON shift value to AE7309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7309 AE7309.The Laplace correction was computed from DEFLEC99 derived deflections. AE7309 AE7309.The geoid height was determined by GEOID03. AE7309 AE7309; North East Units Scale Factor Converg. AE7309;SPC NC - 236,284.952 633,576.170 MT 0.99993253 +0 09 11.7 AE7309;SPC NC - 775,211.55 2,078,657.82 sFT 0.99993253 +0 09 11.7 AE7309;UTM 17 - 3,972,975.666 704,512.451 MT 1.00011541 +1 19 41.7 AE7309 AE7309! - Elev Factor x Scale Factor = Combined Factor AE7309!SPC NC - 0.99998641 x 0.99993253 = 0.99991894 AE7309!UTM 17 - 0.99998641 x 1.00011541 = 1.00010182 AE7309 AE7309 SUPERSEDED SURVEY CONTROL AE7309 AE7309 NGVD 29 (03/10/98) 119.1 (m) 391. (f) VERT ANG AE7309 AE7309.Superseded values are not recommended for survey control. AE7309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7309.See file dsdata.txt to determine how the superseded data were derived. AE7309 AE7309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0451272976(NAD 83) AE7309_MARKER: DH = HORIZONTAL CONTROL DISK AE7309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7309_STAMPING: FURNITURE 1986 AE7309_MARK LOGO: NCGS AE7309_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7309+STABILITY: SURFACE MOTION AE7309 AE7309 HISTORY - Date Condition Report By AE7309 HISTORY - 1986 MONUMENTED NCGS AE7309 AE7309 STATION DESCRIPTION AE7309 AE7309'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7309'STATION IS LOCATED ABOUT 13.8 KM (8.55 MI) NORTHWEST OF CAPITOL SQUARE AE7309'(IN RALEIGH), AND 3.0 KM (1.85 MI) SOUTH-SOUTHWEST OF LEESVILLE AE7309'COMMUNITY. ALONG US 70 FOR 3.9 KM (2.40 MI) SOUTHEAST FROM SR 1002 AE7309'(AVIATION PARKWAY), OR 0.7 KM (0.45 MI) SOUTHEAST OF SR 1649 (EBENEZER AE7309'CHURCH ROAD), ABOUT 122 M (400.3 FT) NORTH OF--AMERICAN INTERNATIONAL AE7309'FURNITURE--BUILDING. MARK IS RECESSED 2 INCHES BELOW GROUND. LOCATED AE7309'10.5 M (34.4 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE WEST BOUND AE7309'LANE, 1.7 M (5.6 FT) NORTH-NORTHWEST OF THE SOUTHEAST END OF THE GUARD AE7309'RAIL--AND 5.8 M (19.0 FT) SOUTHWEST OF A 15-INCH PINE, 13.0 M (42.7 AE7309'FT) SOUTH-SOUTHEAST OF A 10-INCH PINE, 7.6 M (24.9 FT) WEST-NORTHWEST AE7309'OF A 12-INCH GUM--ALL THREE WITH REFERENCE TAGS. NOTE-STATION WAS AE7309'REPORTED DESTROYED BY NCGS CREW IN 1989 BEFORE THIS PROJECT WAS AE7309'SUBMITTED FOR PUBLICATION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5429 *********************************************************************** EZ5429 DESIGNATION - FURRELL EZ5429 PID - EZ5429 EZ5429 STATE/COUNTY- NC/WAKE EZ5429 USGS QUAD - CARY (1993) EZ5429 EZ5429 *CURRENT SURVEY CONTROL EZ5429 ___________________________________________________________________ EZ5429* NAD 83(1986)- 35 49 19.85054(N) 078 52 18.00871(W) ADJUSTED EZ5429* NAVD 88 - 119.7 (meters) 393. (feet) VERTCON EZ5429 ___________________________________________________________________ EZ5429 LAPLACE CORR- -5.79 (seconds) DEFLEC99 EZ5429 GEOID HEIGHT- -31.88 (meters) GEOID03 EZ5429 EZ5429 HORZ ORDER - SECOND EZ5429 EZ5429.The North Carolina HARNS have been completed but, EZ5429.due to contractual restrictions, coordinates for these stations EZ5429.will NOT be published in the near future. In the interim, the EZ5429.published coordinates in North Carolina will not be EZ5429.consistent with the Continuously Operating Reference Stations EZ5429.(CORS). The HARN coordinates for these stations are available EZ5429.upon request. Contact Gary Thompson(919-733-3836). EZ5429. EZ5429.In addition, the published North Carolina positions EZ5429.(NAD 83 (1986)) are NOT consistent with those determined in EZ5429.adjacent state readjustments. The discontinuity between stations EZ5429.located in North Carolina and those in adjacent states EZ5429.which have been adjusted to the HARN may be as much as 5 EZ5429.decimeters. This will result in a significant loss of accuracy EZ5429.over lines crossing such state borders. EZ5429 EZ5429 EZ5429.The horizontal coordinates were established by classical geodetic methods EZ5429.and adjusted by the National Geodetic Survey in July 1986. EZ5429 EZ5429.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5429 EZ5429.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5429 EZ5429.The geoid height was determined by GEOID03. EZ5429 EZ5429; North East Units Scale Factor Converg. EZ5429;SPC NC - 229,879.052 621,197.021 MT 0.99992204 +0 04 26.6 EZ5429;SPC NC - 754,194.86 2,038,043.89 sFT 0.99992204 +0 04 26.6 EZ5429;UTM 17 - 3,966,316.540 692,265.153 MT 1.00005552 +1 14 45.7 EZ5429 EZ5429! - Elev Factor x Scale Factor = Combined Factor EZ5429!SPC NC - 0.99998621 x 0.99992204 = 0.99990825 EZ5429!UTM 17 - 0.99998621 x 1.00005552 = 1.00004173 EZ5429 EZ5429|---------------------------------------------------------------------| EZ5429| PID Reference Object Distance Geod. Az | EZ5429| dddmmss.s | EZ5429| EZ5414 CARPENTER RM 2 AZIMUTH 395.279 METERS 01450 | EZ5429| EZ2157 SWITCH 248.712 METERS 19610 | EZ5429|---------------------------------------------------------------------| EZ5429 EZ5429 SUPERSEDED SURVEY CONTROL EZ5429 EZ5429 NAD 27 - 35 49 19.31742(N) 078 52 18.98997(W) AD( ) 2 EZ5429 NGVD 29 (07/19/86) 120.0 (m) 394. (f) VERT ANG EZ5429 EZ5429.Superseded values are not recommended for survey control. EZ5429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5429.See file dsdata.txt to determine how the superseded data were derived. EZ5429 EZ5429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9226566317(NAD 83) EZ5429_MARKER: DE = TRAVERSE STATION DISK EZ5429_SETTING: 0 = UNSPECIFIED SETTING EZ5429_STAMPING: FURRELL 1961 EZ5429_MARK LOGO: NCGS EZ5429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ5429 EZ5429 HISTORY - Date Condition Report By EZ5429 HISTORY - 1961 MONUMENTED NCGS EZ5429 EZ5429 STATION DESCRIPTION EZ5429 EZ5429'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ5429'FURRELL IS A N.C. GEODETIC SURVEY TRAVERSE STATION EZ5429'ESTABLISHED IN THE VICINITY OF DURHAM, NORTH CAROLINA. EZ5429' EZ5429'FURRELL IS LOCATED APPROXIMATELY 0.2 MILE NW OF THE CENTER OF EZ5429'CARPENTER, NORTH CAROLINA. TO REACH STATION PROCEED FROM EZ5429'THE INTERSECTION OF SR 1002 AND SR 1624 IN NORTH SIDE OF CARPENTER, EZ5429'N.C.. GO WEST ON SR 1624 FOR 0.1 MILE TO STATION. THE STATION EZ5429'IS LOCATED ON THE SOUTH BANK OF SR 1624 AND IN THE NORTH EDGE EZ5429'OF FIELD. EZ5429' EZ5429'STATION MARK IS A PRECAST MONUMENT WITH A N.C. TRAVERSE DISK EZ5429'SET IN THE TOP, STAMPED FURRELL 1961, WHICH IS 2 INCHES BELOW EZ5429'THE SURFACE OF THE GROUND. EZ5429' EZ5429'MARK IS EZ5429' EZ5429'21.50 FT S OF C/L OF SR 1624 EZ5429' EZ5429'19.55 FT W OF 2ND PP WITH ALUMINUM REF. TAG WEST OF INTERSECTION EZ5429'OF SR 1002 AND SR 1624 EZ5429' EZ5429'3.6 FT W OF THE CLAMP IN BOTTOM OF ANCHOR CABLE FOR PP EZ5429' EZ5429'68.10 FT SW OF SE CORNER OF SMALL FRAME HOUSE NORTH OF SR 1624 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0668 *********************************************************************** EZ0668 DESIGNATION - G 189 EZ0668 PID - EZ0668 EZ0668 STATE/COUNTY- NC/WAKE EZ0668 USGS QUAD - CARY (1993) EZ0668 EZ0668 *CURRENT SURVEY CONTROL EZ0668 ___________________________________________________________________ EZ0668* NAD 83(1986)- 35 47 24.13838(N) 078 46 30.14615(W) ADJUSTED EZ0668* NAVD 88 - 150.758 (meters) 494.61 (feet) ADJUSTED EZ0668 ___________________________________________________________________ EZ0668 LAPLACE CORR- -6.52 (seconds) DEFLEC99 EZ0668 GEOID HEIGHT- -32.31 (meters) GEOID03 EZ0668 DYNAMIC HT - 150.629 (meters) 494.19 (feet) COMP EZ0668 MODELED GRAV- 979,778.9 (mgal) NAVD 88 EZ0668 EZ0668 HORZ ORDER - THIRD EZ0668 VERT ORDER - FIRST CLASS I EZ0668 EZ0668.The North Carolina HARNS have been completed but, EZ0668.due to contractual restrictions, coordinates for these stations EZ0668.will NOT be published in the near future. In the interim, the EZ0668.published coordinates in North Carolina will not be EZ0668.consistent with the Continuously Operating Reference Stations EZ0668.(CORS). The HARN coordinates for these stations are available EZ0668.upon request. Contact Gary Thompson(919-733-3836). EZ0668. EZ0668.In addition, the published North Carolina positions EZ0668.(NAD 83 (1986)) are NOT consistent with those determined in EZ0668.adjacent state readjustments. The discontinuity between stations EZ0668.located in North Carolina and those in adjacent states EZ0668.which have been adjusted to the HARN may be as much as 5 EZ0668.decimeters. This will result in a significant loss of accuracy EZ0668.over lines crossing such state borders. EZ0668 EZ0668 EZ0668.The horizontal coordinates were established by classical geodetic methods EZ0668.and adjusted by the National Geodetic Survey in July 1986. EZ0668.No horizontal observational check was made to the station. EZ0668 EZ0668.The orthometric height was determined by differential leveling EZ0668.and adjusted by the National Geodetic Survey in June 1991. EZ0668.WARNING-Repeat measurements at this control monument indicate possible EZ0668.vertical movement. EZ0668 EZ0668.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0668 EZ0668.The geoid height was determined by GEOID03. EZ0668 EZ0668.The dynamic height is computed by dividing the NAVD 88 EZ0668.geopotential number by the normal gravity value computed on the EZ0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0668.degrees latitude (g = 980.6199 gals.). EZ0668 EZ0668.The modeled gravity was interpolated from observed gravity values. EZ0668 EZ0668; North East Units Scale Factor Converg. EZ0668;SPC NC - 226,328.527 629,936.305 MT 0.99991662 +0 07 47.4 EZ0668;SPC NC - 742,546.18 2,066,716.03 sFT 0.99991662 +0 07 47.4 EZ0668;UTM 17 - 3,962,944.962 701,076.611 MT 1.00009824 +1 18 05.9 EZ0668 EZ0668! - Elev Factor x Scale Factor = Combined Factor EZ0668!SPC NC - 0.99998141 x 0.99991662 = 0.99989803 EZ0668!UTM 17 - 0.99998141 x 1.00009824 = 1.00007965 EZ0668 EZ0668 SUPERSEDED SURVEY CONTROL EZ0668 EZ0668 NAD 27 - 35 47 23.60728(N) 078 46 31.13087(W) AD( ) 3 EZ0668 NGVD 29 (??/??/92) 151.013 (m) 495.45 (f) ADJ UNCH 1 1 EZ0668 EZ0668.Superseded values are not recommended for survey control. EZ0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0668.See file dsdata.txt to determine how the superseded data were derived. EZ0668 EZ0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0107762945(NAD 83) EZ0668_MARKER: DB = BENCH MARK DISK EZ0668_SETTING: 36 = SET IN A MASSIVE STRUCTURE EZ0668_SP_SET: ABUTMENT EZ0668_STAMPING: G 189 1967 EZ0668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EZ0668 EZ0668 HISTORY - Date Condition Report By EZ0668 HISTORY - 1967 MONUMENTED CGS EZ0668 HISTORY - 1980 GOOD NCGS EZ0668 EZ0668 STATION DESCRIPTION EZ0668 EZ0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 EZ0668'0.3 MI NE FROM CARY. EZ0668'ABOUT 0.3 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY COMPANY EZ0668'RAILROAD FROM THE STATION AT CARY, 4 TELEPHONE POLES NORTHEAST EZ0668'OF MILEPOST 73, 8 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF EZ0668'THE TRACK, 22 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE EZ0668'SEABOARD COAST LINE RAILROAD TRACK, SET IN THE TOP OF THE EZ0668'SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF THE RAILROAD EZ0668'OVERPASS FOR DURHAM ROAD WHICH IS OLD U.S. HIGHWAY 70, AND ABOUT EZ0668'1 FOOT BELOW THE LEVEL OF THE TRACK. EZ0668 EZ0668 STATION RECOVERY (1980) EZ0668 EZ0668'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ0668'IN NORTHEAST SECTION OF CARY, AT THE RAILROAD OVERPASS OF OLD EZ0668'CHAPEL HILL ROAD (SR 1697), SET IN THE SOUTHEAST END OF THE EZ0668'SOUTHWEST CONCRETE ABUTMENT OF BRIDGE, 8.3 FEET SOUTHEAST OF SOUTH EZ0668'RAIL OF SOUTH TRACKS, 8.0 FEET NORTHEAST OF AN IRON POST AND 0.8 EZ0668'FEET NORTHWEST OF SOUTHEAST END OF HEADWALL. EZ0668'THE MARK IS 1 FT ABOVE RAILROAD TRACK. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2383 *********************************************************************** EZ2383 DESIGNATION - GANNON EZ2383 PID - EZ2383 EZ2383 STATE/COUNTY- NC/WAKE EZ2383 USGS QUAD - ZEBULON (1981) EZ2383 EZ2383 *CURRENT SURVEY CONTROL EZ2383 ___________________________________________________________________ EZ2383* NAD 83(1986)- 35 49 20.98599(N) 078 19 07.95983(W) ADJUSTED EZ2383* NAVD 88 - 102.991 (meters) 337.90 (feet) ADJUSTED EZ2383 ___________________________________________________________________ EZ2383 LAPLACE CORR- -3.76 (seconds) DEFLEC99 EZ2383 GEOID HEIGHT- -34.02 (meters) GEOID03 EZ2383 DYNAMIC HT - 102.900 (meters) 337.60 (feet) COMP EZ2383 MODELED GRAV- 979,749.5 (mgal) NAVD 88 EZ2383 EZ2383 HORZ ORDER - SECOND EZ2383 VERT ORDER - SECOND CLASS II EZ2383 EZ2383.The North Carolina HARNS have been completed but, EZ2383.due to contractual restrictions, coordinates for these stations EZ2383.will NOT be published in the near future. In the interim, the EZ2383.published coordinates in North Carolina will not be EZ2383.consistent with the Continuously Operating Reference Stations EZ2383.(CORS). The HARN coordinates for these stations are available EZ2383.upon request. Contact Gary Thompson(919-733-3836). EZ2383. EZ2383.In addition, the published North Carolina positions EZ2383.(NAD 83 (1986)) are NOT consistent with those determined in EZ2383.adjacent state readjustments. The discontinuity between stations EZ2383.located in North Carolina and those in adjacent states EZ2383.which have been adjusted to the HARN may be as much as 5 EZ2383.decimeters. This will result in a significant loss of accuracy EZ2383.over lines crossing such state borders. EZ2383 EZ2383 EZ2383.The horizontal coordinates were established by classical geodetic methods EZ2383.and adjusted by the National Geodetic Survey in July 1986. EZ2383 EZ2383.The orthometric height was determined by differential leveling EZ2383.and adjusted by the National Geodetic Survey in June 1991. EZ2383 EZ2383.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2383 EZ2383.The geoid height was determined by GEOID03. EZ2383 EZ2383.The dynamic height is computed by dividing the NAVD 88 EZ2383.geopotential number by the normal gravity value computed on the EZ2383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2383.degrees latitude (g = 980.6199 gals.). EZ2383 EZ2383.The modeled gravity was interpolated from observed gravity values. EZ2383 EZ2383; North East Units Scale Factor Converg. EZ2383;SPC NC - 230,117.689 671,145.765 MT 0.99992210 +0 23 35.2 EZ2383;SPC NC - 754,977.78 2,201,917.40 sFT 0.99992210 +0 23 35.2 EZ2383;UTM 17 - 3,967,579.186 742,211.598 MT 1.00032297 +1 34 11.9 EZ2383 EZ2383! - Elev Factor x Scale Factor = Combined Factor EZ2383!SPC NC - 0.99998918 x 0.99992210 = 0.99991128 EZ2383!UTM 17 - 0.99998918 x 1.00032297 = 1.00031214 EZ2383 EZ2383: Primary Azimuth Mark Grid Az EZ2383:SPC NC - GILL 062 02 05.6 EZ2383:UTM 17 - GILL 060 51 28.9 EZ2383 EZ2383|---------------------------------------------------------------------| EZ2383| PID Reference Object Distance Geod. Az | EZ2383| dddmmss.s | EZ2383| EZ1847 GILL APPROX. 0.7 KM 0622540.8 | EZ2383| EZ4399 BROWN APPROX. 0.6 KM 1564052.0 | EZ2383| EZ2382 ZEBULON 347.304 METERS 23917 | EZ2383|---------------------------------------------------------------------| EZ2383 EZ2383 SUPERSEDED SURVEY CONTROL EZ2383 EZ2383 NAD 27 - 35 49 20.43131(N) 078 19 08.96188(W) AD( ) 2 EZ2383 NGVD 29 (??/??/92) 103.274 (m) 338.82 (f) ADJ UNCH 2 2 EZ2383 EZ2383.Superseded values are not recommended for survey control. EZ2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2383.See file dsdata.txt to determine how the superseded data were derived. EZ2383 EZ2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4221267579(NAD 83) EZ2383_MARKER: DE = TRAVERSE STATION DISK EZ2383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2383_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2383_STAMPING: GANNON 1969 EZ2383_MAGNETIC: N = NO MAGNETIC MATERIAL EZ2383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2383+STABILITY: SURFACE MOTION EZ2383 EZ2383 HISTORY - Date Condition Report By EZ2383 HISTORY - 1969 MONUMENTED NCGS EZ2383 HISTORY - 1976 GOOD NCGS EZ2383 HISTORY - 1980 GOOD NCGS EZ2383 HISTORY - 1987 GOOD USPSQD EZ2383 HISTORY - 20050425 MARK NOT FOUND USPSQD EZ2383 EZ2383 STATION DESCRIPTION EZ2383 EZ2383'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ2383'GANNON IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ2383'THE VICINITY OF ZEBULON, NORTH CAROLINA. EZ2383' EZ2383'GANNON IS LOCATED APPROXIMATELY 0.3 MILE WEST OF THE CENTER OF EZ2383'ZEBULON. TO REACH STATION PROCEED FROM THE INTERSECTION OF EZ2383'U.S. 64 AND NC 96 IN ZEBULON, GO WEST ON U.S. 64 FOR 0.25 MILE TO EZ2383'INTERSECTION OF U.S. 64 AND SR 2349 (WAKEFIELD ST.). STATION IS EZ2383'IN THE NORTHEAST CORNER OF THE INTERSECTION. EZ2383' EZ2383'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK STAMPED EZ2383'GANNON 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2383'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ2383' EZ2383'MARK IS EZ2383' EZ2383'20.4 FT N OF C/L OF U.S. 64 EZ2383' EZ2383'32.6 FT E OF C/L OF N WAKEFIELD ST. EZ2383' EZ2383'18.7 FT W OF C/L OF DRIVEWAY EZ2383' EZ2383'52.2 FT E OF PP WITH ALUMINUM REF. TAG EZ2383' EZ2383'40.2 FT N OF PP WITH ALUMINUM REF. TAG EZ2383' EZ2383'14.6 FT SE OF RIGHT OF WAY MARKER EZ2383' EZ2383'6.6 FT S OF CENTER OF SIDEWALK EZ2383' EZ2383'13.9 FT E OF CONCRETE STREET POST SIGN EZ2383 EZ2383 STATION RECOVERY (1976) EZ2383 EZ2383'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2383'IN ZEBULON. EZ2383'STATION IS LOCATED 2 BLOCKS WEST OF THE CENTER OF TOWN, IN THE EZ2383'NORTHERNMOST QUADRANT OF THE INTERSECTION OF US 64 BUSINESS (GANNON EZ2383'AVE.) AND WAKEFIELD ST. 23.4 FT. N OF CENTERLINE OF US 64, 33.4 FT. E EZ2383'OF CENTERLINE OF N WAKEFIELD ST., 18.7 FT. W OF CENTERLINE OF EZ2383'DRIVEWAY, 53.9 FT. E OF POWER POLE WITH ALUMINUM REF. TAG, 40.2 FT. N EZ2383'OF POWER POLE WITH ALUMINUM REF. TAG, 14.6 FT. SE OF CONCRETE MARKER, EZ2383'8.4 FT. S OF CENTER OF SIDEWALK AND 13.9 FT. E OF METAL STREET POST EZ2383'SIGN. DISK IS SET IN CONCRETE CYLINDER, 1 INCH BELOW THE SURFACE OF EZ2383'THE GROUND. EZ2383 EZ2383 STATION RECOVERY (1980) EZ2383 EZ2383'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EZ2383'THE STATION WAS RECOVERED IN GOOD CONDITION. DESCRIPTION IS ADEQUATE EZ2383'EXCEPT FOR THE FOLLOWING CORRECTIONS. THE STATION IS 3.2 FEET NORTH OF EZ2383'THE NORTH EDGE OF US 64, 9.4 FEET SOUTHWEST OF A 10 INCH CREPE MYRTLE EZ2383'WITH A TAG, 53.5 FEET EAST OF A POWER POLE WITH REFERENCE TAG, 6.6 EZ2383'FEET SOUTH OF THE SOUTHEDGE OF SIDEWALK, AND 13.9 FEET EAST OF METAL EZ2383'STREET MARKER POST. EZ2383 EZ2383 STATION RECOVERY (1987) EZ2383 EZ2383'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ2383'RECOVERED IN GOOD CONDITION. EZ2383 EZ2383 STATION RECOVERY (2005) EZ2383 EZ2383'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ2383'MARK NOT FOUND 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AH4804 *********************************************************************** AH4804 DESIGNATION - GARNER CABLEVISION TOWER AH4804 PID - AH4804 AH4804 STATE/COUNTY- NC/WAKE AH4804 USGS QUAD - GARNER (1993) AH4804 AH4804 *CURRENT SURVEY CONTROL AH4804 ___________________________________________________________________ AH4804* NAD 83(1986)- 35 42 06.80204(N) 078 34 59.91566(W) ADJUSTED AH4804* NAVD 88 - AH4804 ___________________________________________________________________ AH4804 LAPLACE CORR- -7.53 (seconds) DEFLEC99 AH4804 GEOID HEIGHT- -33.33 (meters) GEOID03 AH4804 AH4804 HORZ ORDER - THIRD AH4804 AH4804.The North Carolina HARNS have been completed but, AH4804.due to contractual restrictions, coordinates for these stations AH4804.will NOT be published in the near future. In the interim, the AH4804.published coordinates in North Carolina will not be AH4804.consistent with the Continuously Operating Reference Stations AH4804.(CORS). The HARN coordinates for these stations are available AH4804.upon request. Contact Gary Thompson(919-733-3836). AH4804. AH4804.In addition, the published North Carolina positions AH4804.(NAD 83 (1986)) are NOT consistent with those determined in AH4804.adjacent state readjustments. The discontinuity between stations AH4804.located in North Carolina and those in adjacent states AH4804.which have been adjusted to the HARN may be as much as 5 AH4804.decimeters. This will result in a significant loss of accuracy AH4804.over lines crossing such state borders. AH4804 AH4804 AH4804.The horizontal coordinates were established by classical geodetic methods AH4804.and adjusted by the National Geodetic Survey in November 1998. AH4804 AH4804 AH4804.The Laplace correction was computed from DEFLEC99 derived deflections. AH4804 AH4804.The geoid height was determined by GEOID03. AH4804 AH4804; North East Units Scale Factor Converg. AH4804;SPC NC - 216,604.999 647,308.670 MT 0.99990337 +0 14 25.8 AH4804;SPC NC - 710,644.90 2,123,711.86 sFT 0.99990337 +0 14 25.8 AH4804;UTM 17 - 3,953,576.343 718,648.179 MT 1.00018915 +1 24 39.1 AH4804 AH4804 SUPERSEDED SURVEY CONTROL AH4804 AH4804.No superseded survey control is available for this station. AH4804 AH4804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1864853576(NAD 83) AH4804_MARKER: 55 = TOWER AH4804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH4804+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005 AH4804 AH4804 HISTORY - Date Condition Report By AH4804 HISTORY - UNK FIRST OBSERVED AH4804 HISTORY - 19920401 GOOD NCGS AH4804 HISTORY - 20030108 GOOD USPSQD AH4804 HISTORY - 20040329 GOOD USPSQD AH4804 HISTORY - 20050726 GOOD USPSQD AH4804 HISTORY - 20050830 GOOD GEOCAC AH4804 AH4804 STATION DESCRIPTION AH4804 AH4804'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (LWA) AH4804'STATION IS LOCATED IN EAST GARNER. ON THE EAST SIDE OF THE EAST GARNER AH4804'MIDDLE SCHOOL PROPERTY. TOWER IS TRIANGULAR -SHAPED, 320-FEET HIGH, AH4804'AND PAINTED SILVER. POINT POSITIONED IS THE FLASHING STROBE LIGHT. AH4804 AH4804 STATION RECOVERY (2003) AH4804 AH4804'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) AH4804'RECOVERED IN GOOD CONDITION. AH4804 AH4804 STATION RECOVERY (2004) AH4804 AH4804'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM) AH4804'RECOVERED IN GOOD CONDITION. AH4804 AH4804 STATION RECOVERY (2005) AH4804 AH4804'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM) AH4804'RECOVERED IN GOOD CONDITION. AH4804 AH4804 STATION RECOVERY (2005) AH4804 AH4804'RECOVERY NOTE BY GEOCACHING 2005 (PFF) AH4804'RECOVERED AS DESCRIBED. AH4804' 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AH4786 *********************************************************************** AH4786 DESIGNATION - GARNER CENTEL TOWER AH4786 PID - AH4786 AH4786 STATE/COUNTY- NC/WAKE AH4786 USGS QUAD - GARNER (1993) AH4786 AH4786 *CURRENT SURVEY CONTROL AH4786 ___________________________________________________________________ AH4786* NAD 83(1986)- 35 38 25.79369(N) 078 34 32.76760(W) ADJUSTED AH4786* NAVD 88 - AH4786 ___________________________________________________________________ AH4786 LAPLACE CORR- -6.90 (seconds) DEFLEC99 AH4786 GEOID HEIGHT- -33.43 (meters) GEOID03 AH4786 AH4786 HORZ ORDER - THIRD AH4786 AH4786.The North Carolina HARNS have been completed but, AH4786.due to contractual restrictions, coordinates for these stations AH4786.will NOT be published in the near future. In the interim, the AH4786.published coordinates in North Carolina will not be AH4786.consistent with the Continuously Operating Reference Stations AH4786.(CORS). The HARN coordinates for these stations are available AH4786.upon request. Contact Gary Thompson(919-733-3836). AH4786. AH4786.In addition, the published North Carolina positions AH4786.(NAD 83 (1986)) are NOT consistent with those determined in AH4786.adjacent state readjustments. The discontinuity between stations AH4786.located in North Carolina and those in adjacent states AH4786.which have been adjusted to the HARN may be as much as 5 AH4786.decimeters. This will result in a significant loss of accuracy AH4786.over lines crossing such state borders. AH4786 AH4786 AH4786.The horizontal coordinates were established by classical geodetic methods AH4786.and adjusted by the National Geodetic Survey in November 1998. AH4786 AH4786 AH4786.The Laplace correction was computed from DEFLEC99 derived deflections. AH4786 AH4786.The geoid height was determined by GEOID03. AH4786 AH4786; North East Units Scale Factor Converg. AH4786;SPC NC - 209,797.104 648,020.190 MT 0.99989554 +0 14 41.5 AH4786;SPC NC - 688,309.33 2,126,046.24 sFT 0.99989554 +0 14 41.5 AH4786;UTM 17 - 3,946,782.401 719,498.729 MT 1.00019375 +1 24 47.4 AH4786 AH4786 SUPERSEDED SURVEY CONTROL AH4786 AH4786.No superseded survey control is available for this station. AH4786 AH4786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1949946782(NAD 83) AH4786_MARKER: 53 = ELEVATED TANK AH4786 AH4786 HISTORY - Date Condition Report By AH4786 HISTORY - UNK FIRST OBSERVED AH4786 HISTORY - 19920129 GOOD NCGS AH4786 AH4786 STATION DESCRIPTION AH4786 AH4786'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (EWB) AH4786'STATION IS LOCATED ABOUT 5.0 MI (8.0 KM) NORTHWEST OF THE AH4786'WAKE-JOHNSTON COUNTY LINE, 0.8 MI (1.3 KM) SOUTH-SOUTHEAST OF GARNER. AH4786'ABOUT 500 FT (152.4 M) SOUTHEAST OF THE DEAD END OF SR 2704 AND ABOUT AH4786'0.5 MI (0.8 KM) DUE WEST OF I-40. MAST IS TRIANGULAR SHAPED AND AH4786'PAINTED SILVER. OBJECT POSITIONED WAS CENTER OF MAST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0759 *********************************************************************** EZ0759 DESIGNATION - GARNER RM 5 EZ0759 PID - EZ0759 EZ0759 STATE/COUNTY- NC/WAKE EZ0759 USGS QUAD - GARNER (1993) EZ0759 EZ0759 *CURRENT SURVEY CONTROL EZ0759 ___________________________________________________________________ EZ0759* NAD 83(1986)- 35 41 56.33179(N) 078 35 07.15746(W) ADJUSTED EZ0759* NAVD 88 - 123.490 (meters) 405.15 (feet) ADJUSTED EZ0759 ___________________________________________________________________ EZ0759 LAPLACE CORR- -7.53 (seconds) DEFLEC99 EZ0759 GEOID HEIGHT- -33.33 (meters) GEOID03 EZ0759 DYNAMIC HT - 123.380 (meters) 404.79 (feet) COMP EZ0759 MODELED GRAV- 979,744.3 (mgal) NAVD 88 EZ0759 OBS GRAVITY - 979,744.2 (mgal) GRAV_OBS EZ0759 EZ0759 HORZ ORDER - SECOND EZ0759 VERT ORDER - FIRST CLASS I EZ0759 EZ0759.The North Carolina HARNS have been completed but, EZ0759.due to contractual restrictions, coordinates for these stations EZ0759.will NOT be published in the near future. In the interim, the EZ0759.published coordinates in North Carolina will not be EZ0759.consistent with the Continuously Operating Reference Stations EZ0759.(CORS). The HARN coordinates for these stations are available EZ0759.upon request. Contact Gary Thompson(919-733-3836). EZ0759. EZ0759.In addition, the published North Carolina positions EZ0759.(NAD 83 (1986)) are NOT consistent with those determined in EZ0759.adjacent state readjustments. The discontinuity between stations EZ0759.located in North Carolina and those in adjacent states EZ0759.which have been adjusted to the HARN may be as much as 5 EZ0759.decimeters. This will result in a significant loss of accuracy EZ0759.over lines crossing such state borders. EZ0759 EZ0759 EZ0759.The horizontal coordinates were established by classical geodetic methods EZ0759.and adjusted by the National Geodetic Survey in November 1998. EZ0759 EZ0759.The orthometric height was determined by differential leveling EZ0759.and adjusted by the National Geodetic Survey in June 1991. EZ0759 EZ0759.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0759 EZ0759.The geoid height was determined by GEOID03. EZ0759 EZ0759.The dynamic height is computed by dividing the NAVD 88 EZ0759.geopotential number by the normal gravity value computed on the EZ0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0759.degrees latitude (g = 980.6199 gals.). EZ0759 EZ0759.The modeled gravity was interpolated from observed gravity values. EZ0759.The observed gravity was obtained from relative gravimeter ties EZ0759.to the IGSN71 gravity network. EZ0759 EZ0759; North East Units Scale Factor Converg. EZ0759;SPC NC - 216,281.574 647,127.983 MT 0.99990297 +0 14 21.6 EZ0759;SPC NC - 709,583.80 2,123,119.06 sFT 0.99990297 +0 14 21.6 EZ0759;UTM 17 - 3,953,249.201 718,474.085 MT 1.00018821 +1 24 34.5 EZ0759 EZ0759! - Elev Factor x Scale Factor = Combined Factor EZ0759!SPC NC - 0.99998585 x 0.99990297 = 0.99988882 EZ0759!UTM 17 - 0.99998585 x 1.00018821 = 1.00017406 EZ0759 EZ0759 SUPERSEDED SURVEY CONTROL EZ0759 EZ0759 NAVD 88 (11/04/98) 123.49 (m) 405.2 (f) LEVELING 3 EZ0759 NGVD 29 (??/??/92) 123.764 (m) 406.05 (f) ADJ UNCH 1 1 EZ0759 EZ0759.Superseded values are not recommended for survey control. EZ0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0759.See file dsdata.txt to determine how the superseded data were derived. EZ0759 EZ0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1847453249(NAD 83) EZ0759_MARKER: DR = REFERENCE MARK DISK EZ0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0759_SP_SET: SQUARE CONCRETE MONUMENT EZ0759_STAMPING: GARNER NO 5 1933 1968 EZ0759_MARK LOGO: CGS EZ0759_PROJECTION: FLUSH EZ0759_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0759+STABILITY: SURFACE MOTION EZ0759 EZ0759 HISTORY - Date Condition Report By EZ0759 HISTORY - 1968 MONUMENTED CGS EZ0759 HISTORY - 1978 GOOD DOD EZ0759 HISTORY - 19881101 GOOD NCGS EZ0759 HISTORY - 19911104 GOOD NCGS EZ0759 EZ0759 STATION DESCRIPTION EZ0759 EZ0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 EZ0759'1.2 MI SE FROM GARNER. EZ0759'ABOUT 1.15 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY COMPANY EZ0759'RAILROAD FROM THE STATION AT GARNER, 157 FEET SOUTH OF THE EZ0759'CENTER OF A CROSSING OF THE RAILROAD AND SECONDARY ROAD 2547, EZ0759'125 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 53 FEET EZ0759'SOUTHWEST OF THE CENTERLINE OF SECONDARY ROAD 2547, 8 FEET EZ0759'NORTHWEST OF A TELEPHONE POLE WHICH IS BRACED BY 8 GUY WIRES AND EZ0759'IN LINE WITH A ROW OF TELEPHONE POLES, 263.15 FEET NORTH OF EZ0759'TRIANGULATION STATION GARNER 1933 1957, 376.84 FEET NORTH OF EZ0759'GARNER R.M. 4, 2.0 FEET NORTHEAST OF A METAL WITNESS POST, ABOUT EZ0759'4 1/2 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A EZ0759'CONCRETE POST WHICH PROJECTS 3 INCHES. EZ0759 EZ0759 STATION RECOVERY (1978) EZ0759 EZ0759'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978 EZ0759'RECOVERED IN GOOD CONDITION. EZ0759 EZ0759 STATION RECOVERY (1988) EZ0759 EZ0759'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ0759'MARK IS 0.40 KM (0.25 MI) EAST-SOUTHEAST OF GARNER. EZ0759'REFERENCE MARK NO. 5 STAMPED---GARNER 1933 NO. 5 1968---, SET INTO THE EZ0759'TOP OF A ROUND CONCRETE MONUMENT. LOCATED 2.4 M (7.9 FT) EZ0759'WEST-NORTHWEST OF TELEPHONE POLE WITH REFERENCE TAG, AND 46.6 M EZ0759'(152.9 FT) SOUTH-SOUTHEAST OF CENTERLINE INTERSECTION OF STATE ROAD EZ0759'AND RAILROAD. EZ0759 EZ0759 STATION RECOVERY (1991) EZ0759 EZ0759'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB) EZ0759'RECOVERED AS DESCRIBED. MARK IS RECESSED 1-INCH BELOW GROUND. LOCATED EZ0759'51.0 FT (15.5 M) SOUTHWEST OF THE CENTERLINE OF SR 2547--AND 39.0 FT EZ0759'(11.9 M) NORTHWEST OF A 14-INCH PINE, 3.5 FT (1.1 M) WEST OF A 6-INCH EZ0759'OAK--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5843 *********************************************************************** EZ5843 DESIGNATION - GARNER TV STA WRAL NEW TOWER EZ5843 PID - EZ5843 EZ5843 STATE/COUNTY- NC/WAKE EZ5843 USGS QUAD - GARNER (1993) EZ5843 EZ5843 *CURRENT SURVEY CONTROL EZ5843 ___________________________________________________________________ EZ5843* NAD 83(1986)- 35 40 35.13926(N) 078 32 07.22063(W) ADJUSTED EZ5843* NAVD 88 - EZ5843 ___________________________________________________________________ EZ5843 LAPLACE CORR- -6.40 (seconds) DEFLEC99 EZ5843 GEOID HEIGHT- -33.56 (meters) GEOID03 EZ5843 EZ5843 HORZ ORDER - THIRD EZ5843 EZ5843.The North Carolina HARNS have been completed but, EZ5843.due to contractual restrictions, coordinates for these stations EZ5843.will NOT be published in the near future. In the interim, the EZ5843.published coordinates in North Carolina will not be EZ5843.consistent with the Continuously Operating Reference Stations EZ5843.(CORS). The HARN coordinates for these stations are available EZ5843.upon request. Contact Gary Thompson(919-733-3836). EZ5843. EZ5843.In addition, the published North Carolina positions EZ5843.(NAD 83 (1986)) are NOT consistent with those determined in EZ5843.adjacent state readjustments. The discontinuity between stations EZ5843.located in North Carolina and those in adjacent states EZ5843.which have been adjusted to the HARN may be as much as 5 EZ5843.decimeters. This will result in a significant loss of accuracy EZ5843.over lines crossing such state borders. EZ5843 EZ5843 EZ5843.The horizontal coordinates were established by classical geodetic methods EZ5843.and adjusted by the National Geodetic Survey in December 1990. EZ5843 EZ5843 EZ5843.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5843 EZ5843.The geoid height was determined by GEOID03. EZ5843 EZ5843; North East Units Scale Factor Converg. EZ5843;SPC NC - 213,799.500 651,662.878 MT 0.99989998 +0 16 05.5 EZ5843;SPC NC - 701,440.53 2,137,997.29 sFT 0.99989998 +0 16 05.5 EZ5843;UTM 17 - 3,950,859.530 723,060.089 MT 1.00021317 +1 26 16.8 EZ5843 EZ5843 SUPERSEDED SURVEY CONTROL EZ5843 EZ5843.No superseded survey control is available for this station. EZ5843 EZ5843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2306050860(NAD 83) EZ5843_MARKER: 43 = RADIO/TV TOWER EZ5843_MARK LOGO: NONE EZ5843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5843+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005 EZ5843 EZ5843 HISTORY - Date Condition Report By EZ5843 HISTORY - 1981 FIRST OBSERVED NCGS EZ5843 HISTORY - 19860828 GOOD NCGS EZ5843 HISTORY - 20030108 GOOD USPSQD EZ5843 HISTORY - 20040329 GOOD USPSQD EZ5843 HISTORY - 20050726 GOOD USPSQD EZ5843 EZ5843 STATION DESCRIPTION EZ5843 EZ5843'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (CEH) EZ5843'THE STATION IS LOCATED APPROXIMATELY 5.3 MILES EAST-SOUTHEAST OF EZ5843'GARNER. EZ5843' EZ5843'TO REACH THE STATION PROCEED EAST-SOUTHEAST ALONG US 70 FOR 5.5 MILES, EZ5843'FROM THE NC 50 OVERPASS IN GARNER, TO A ROAD SOUTH, THENCE SOUTH FOR EZ5843'0.4 MILE TO THE WRAL TV MAST. THE MAST IS 2000 FEET TALL, WITH EZ5843'ANTENNA AND STROBE LIGHT ON TOP. EZ5843' EZ5843'STATION IS THE TOP STROBE LIGHT ON THE WRAL TV MAST. EZ5843 EZ5843 STATION RECOVERY (1986) EZ5843 EZ5843'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ5843'RECOVERED AS DESCRIBED. EZ5843 EZ5843 STATION RECOVERY (2003) EZ5843 EZ5843'RECOVERY NOTE BY US POWER SQUADRON 2003 (KLM) EZ5843'RECOVERED IN GOOD CONDITION. EZ5843 EZ5843 STATION RECOVERY (2004) EZ5843 EZ5843'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM) EZ5843'RECOVERED IN GOOD CONDITION. EZ5843 EZ5843 STATION RECOVERY (2005) EZ5843 EZ5843'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM) EZ5843'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5844 *********************************************************************** EZ5844 DESIGNATION - GARNER TV STA WTVD NEW TOWER EZ5844 PID - EZ5844 EZ5844 STATE/COUNTY- NC/WAKE EZ5844 USGS QUAD - GARNER (1993) EZ5844 EZ5844 *CURRENT SURVEY CONTROL EZ5844 ___________________________________________________________________ EZ5844* NAD 83(1986)- 35 40 06.18652(N) 078 31 58.14594(W) ADJUSTED EZ5844* NAVD 88 - EZ5844 ___________________________________________________________________ EZ5844 LAPLACE CORR- -6.25 (seconds) DEFLEC99 EZ5844 GEOID HEIGHT- -33.58 (meters) GEOID03 EZ5844 EZ5844 HORZ ORDER - THIRD EZ5844 EZ5844.The North Carolina HARNS have been completed but, EZ5844.due to contractual restrictions, coordinates for these stations EZ5844.will NOT be published in the near future. In the interim, the EZ5844.published coordinates in North Carolina will not be EZ5844.consistent with the Continuously Operating Reference Stations EZ5844.(CORS). The HARN coordinates for these stations are available EZ5844.upon request. Contact Gary Thompson(919-733-3836). EZ5844. EZ5844.In addition, the published North Carolina positions EZ5844.(NAD 83 (1986)) are NOT consistent with those determined in EZ5844.adjacent state readjustments. The discontinuity between stations EZ5844.located in North Carolina and those in adjacent states EZ5844.which have been adjusted to the HARN may be as much as 5 EZ5844.decimeters. This will result in a significant loss of accuracy EZ5844.over lines crossing such state borders. EZ5844 EZ5844 EZ5844.The horizontal coordinates were established by classical geodetic methods EZ5844.and adjusted by the National Geodetic Survey in December 1990. EZ5844 EZ5844 EZ5844.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5844 EZ5844.The geoid height was determined by GEOID03. EZ5844 EZ5844; North East Units Scale Factor Converg. EZ5844;SPC NC - 212,908.339 651,895.256 MT 0.99989895 +0 16 10.7 EZ5844;SPC NC - 698,516.78 2,138,759.69 sFT 0.99989895 +0 16 10.7 EZ5844;UTM 17 - 3,949,973.020 723,310.689 MT 1.00021455 +1 26 21.1 EZ5844 EZ5844 SUPERSEDED SURVEY CONTROL EZ5844 EZ5844.No superseded survey control is available for this station. EZ5844 EZ5844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2331149973(NAD 83) EZ5844_MARKER: 42 = RADIO/TV MAST EZ5844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5844+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005 EZ5844 EZ5844 HISTORY - Date Condition Report By EZ5844 HISTORY - 1981 FIRST OBSERVED NCGS EZ5844 HISTORY - 19850101 GOOD NCGS EZ5844 HISTORY - 20021227 GOOD USPSQD EZ5844 HISTORY - 20040329 GOOD USPSQD EZ5844 HISTORY - 20050726 GOOD USPSQD EZ5844 EZ5844 STATION DESCRIPTION EZ5844 EZ5844'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1981 (CEH) EZ5844'THE STATION IS LOCATED APPROXIMATELY 5.7 MILES EAST-SOUTHEAST OF EZ5844'GARNER. EZ5844' EZ5844'TO REACH STATION PROCEED EAST-SOUTHEAST ALONG US 70 FOR 6.1 MILES, EZ5844'FROM THE NC 50 OVERPASS IN GARNER TO A ROAD SOUTHWEST, THENCE EZ5844'SOUTHWEST ALONG ROAD FOR 0.85 MILE TO THE WTVD MAST. THE MAST IS EZ5844'2000 FEET TALL WITH ANTENNA AND STROBE LIGHT ON TOP. EZ5844' EZ5844'STATION IS THE TOP STROBE LIGHT ON THE WTVD TV MAST. EZ5844 EZ5844 STATION RECOVERY (1985) EZ5844 EZ5844'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (EWB) EZ5844'RECOVERED AS DESCRIBED. EZ5844 EZ5844 STATION RECOVERY (2002) EZ5844 EZ5844'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM) EZ5844'RECOVERED IN GOOD CONDITION. EZ5844 EZ5844 STATION RECOVERY (2004) EZ5844 EZ5844'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM) EZ5844'RECOVERED IN GOOD CONDITION. EZ5844 EZ5844 STATION RECOVERY (2005) EZ5844 EZ5844'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM) EZ5844'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1101 *********************************************************************** EZ1101 DESIGNATION - GASTON EZ1101 PID - EZ1101 EZ1101 STATE/COUNTY- NC/WAKE EZ1101 USGS QUAD - CARY (1993) EZ1101 EZ1101 *CURRENT SURVEY CONTROL EZ1101 ___________________________________________________________________ EZ1101* NAD 83(1986)- 35 52 07.96335(N) 078 48 54.66879(W) ADJUSTED EZ1101* NAVD 88 - 106.456 (meters) 349.26 (feet) ADJUSTED EZ1101 ___________________________________________________________________ EZ1101 LAPLACE CORR- -6.10 (seconds) DEFLEC99 EZ1101 GEOID HEIGHT- -31.97 (meters) GEOID03 EZ1101 DYNAMIC HT - 106.367 (meters) 348.97 (feet) COMP EZ1101 MODELED GRAV- 979,793.7 (mgal) NAVD 88 EZ1101 EZ1101 HORZ ORDER - SECOND EZ1101 VERT ORDER - SECOND CLASS II EZ1101 EZ1101.The North Carolina HARNS have been completed but, EZ1101.due to contractual restrictions, coordinates for these stations EZ1101.will NOT be published in the near future. In the interim, the EZ1101.published coordinates in North Carolina will not be EZ1101.consistent with the Continuously Operating Reference Stations EZ1101.(CORS). The HARN coordinates for these stations are available EZ1101.upon request. Contact Gary Thompson(919-733-3836). EZ1101. EZ1101.In addition, the published North Carolina positions EZ1101.(NAD 83 (1986)) are NOT consistent with those determined in EZ1101.adjacent state readjustments. The discontinuity between stations EZ1101.located in North Carolina and those in adjacent states EZ1101.which have been adjusted to the HARN may be as much as 5 EZ1101.decimeters. This will result in a significant loss of accuracy EZ1101.over lines crossing such state borders. EZ1101 EZ1101 EZ1101.The horizontal coordinates were established by classical geodetic methods EZ1101.and adjusted by the National Geodetic Survey in July 1986. EZ1101 EZ1101.The orthometric height was determined by differential leveling EZ1101.and adjusted by the National Geodetic Survey in June 1991. EZ1101 EZ1101.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1101 EZ1101.The geoid height was determined by GEOID03. EZ1101 EZ1101.The dynamic height is computed by dividing the NAVD 88 EZ1101.geopotential number by the normal gravity value computed on the EZ1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1101.degrees latitude (g = 980.6199 gals.). EZ1101 EZ1101.The modeled gravity was interpolated from observed gravity values. EZ1101 EZ1101; North East Units Scale Factor Converg. EZ1101;SPC NC - 235,068.141 626,291.123 MT 0.99993048 +0 06 24.0 EZ1101;SPC NC - 771,219.39 2,054,756.79 sFT 0.99993048 +0 06 24.0 EZ1101;UTM 17 - 3,971,609.565 697,252.672 MT 1.00007946 +1 16 50.0 EZ1101 EZ1101! - Elev Factor x Scale Factor = Combined Factor EZ1101!SPC NC - 0.99998831 x 0.99993048 = 0.99991879 EZ1101!UTM 17 - 0.99998831 x 1.00007946 = 1.00006777 EZ1101 EZ1101: Primary Azimuth Mark Grid Az EZ1101:SPC NC - JOBER 350 32 55.9 EZ1101:UTM 17 - JOBER 349 22 29.9 EZ1101 EZ1101|---------------------------------------------------------------------| EZ1101| PID Reference Object Distance Geod. Az | EZ1101| dddmmss.s | EZ1101| EZ1102 R/W MARKER 336.887 METERS 16500 | EZ1101| EZ1100 JOBER 402.169 METERS 3503919.9 | EZ1101|---------------------------------------------------------------------| EZ1101 EZ1101 SUPERSEDED SURVEY CONTROL EZ1101 EZ1101 NAD 27 - 35 52 07.43871(N) 078 48 55.64793(W) AD( ) 2 EZ1101 NGVD 29 (??/??/92) 106.709 (m) 350.09 (f) ADJ UNCH 2 2 EZ1101 EZ1101.Superseded values are not recommended for survey control. EZ1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1101.See file dsdata.txt to determine how the superseded data were derived. EZ1101 EZ1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9725371610(NAD 83) EZ1101_MARKER: DE = TRAVERSE STATION DISK EZ1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1101_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1101_STAMPING: GASTON 1973 EZ1101_MARK LOGO: NCGS EZ1101_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1101+STABILITY: SURFACE MOTION EZ1101_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ1101+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2005 EZ1101 EZ1101 HISTORY - Date Condition Report By EZ1101 HISTORY - 1973 MONUMENTED NCGS EZ1101 HISTORY - 1974 GOOD NCGS EZ1101 HISTORY - 1987 GOOD USPSQD EZ1101 HISTORY - 20040823 GOOD NCGS EZ1101 HISTORY - 20050529 GOOD USPSQD EZ1101 EZ1101 STATION DESCRIPTION EZ1101 EZ1101'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (LWA) EZ1101'GASTON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ1101'VICINITY OF MORRISVILLE, NORTH CAROLINA. EZ1101' EZ1101'GASTON IS LOCATED APPROXIMATELY 3.3 MILES NORTH OF MORRISVILLE, AND EZ1101'11.7 MILES WNW OF RALEIGH. TO REACH STATION FROM THE SR 1788 (RDU EZ1101'AIRPORT ROAD) OVERPASS OF I-40 (WEST), PROCEED ESE ALONG SR 1788 EZ1101'FOR 0.2 MILES TO T INTERSECTION WITH SR 1789, THENCE NNW ALONG SR EZ1101'1789 FOR 0.5 MILES TO SR 1792 AND STATION ON RIGHT OF INTERSECTION IN EZ1101'EAST SHOULDER OF ROAD. EZ1101' EZ1101'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED GASTON EZ1101'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 5 EZ1101'INCHES BELOW THE SURFACE OF THE GROUND. EZ1101' EZ1101'MARK IS EZ1101'14.9 FEET E OF C/L OF SR 1789. EZ1101'41.7 FEET N OF PROJECTION OF C/L OF SR 1792. EZ1101'19.5 FEET SW OF TOP CENTER OF E END OF CONCRETE DRAIN CULVERT EZ1101'(UNDER SR 1789). EZ1101'71.3 FEET NW OF 9 INCH SWEETGUM W/ALUMINUM REF. TAG. EZ1101'49.4 FEET SW OF 4 INCH PINE W/ALUMINUM REF. TAG. EZ1101'35.6 FEET W OF R/W MARKER. EZ1101 EZ1101 STATION RECOVERY (1974) EZ1101 EZ1101'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 EZ1101'3.3 MI N FROM MORRISVILLE. EZ1101'GASTON IS LOCATED APPROXIMATELY 11.7 MILES WNW OF RALEIGH. TO EZ1101'REACH STATION FROM THE SR 1788 (RDU AIRPORT ROAD) OVERPASS OF EZ1101'I-40 (WEST), PROCEED ESE ALONG SR 1788 FOR 0.2 MILE TO T EZ1101'INTERSECTION WITH SR 1789, THENCE NNW ALONG SR 1789 FOR 0.5 MILE EZ1101'TO SR 1792 AND STATION ON RIGHT OF INTERSECTION IN EAST SHOULDER EZ1101'OF ROAD, 14.9 FT E OF C/L OF SR 1789, 41.7 FT N OF PROJECTION OF EZ1101'C/L OF SR 1792, 19.5 FT SW OF TOP CENTER OF E END OF CONCRETE EZ1101'DRAIN CULVERT (UNDER SR 1789), 71.3 FT NW OF 9 IN SWEETGUM EZ1101'W/ALUMINUM REF. TAG, 49.4 FT SW OF 4 IN PINE W/ALUMINUM REF. EZ1101'TAG, AND 35.6 FT W OF R/W MARKER. DISK IS SET IN CONCRETE EZ1101'CYLINDER, 5 INCHES BELOW THE GROUND. EZ1101 EZ1101 STATION RECOVERY (1987) EZ1101 EZ1101'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ1101'RECOVERED IN GOOD CONDITION. EZ1101 EZ1101 STATION RECOVERY (2004) EZ1101 EZ1101'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL) EZ1101'STATION WAS RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CORRECTIONS EZ1101'MARK HAS MAGNETIC PROPERTIES AND IS ABOUT 1-FT LOWER THAN SR 1789 EZ1101'(PLEASANT GROVE CHURCH ROAD). SR 1788 IS NOW SR 3015 (AIRPORT BLVD) EZ1101'AND SR 1792 IS (TRIPLE OAK ROAD). LOCATED 15.3 FT (4.7 M) EAST OF THE EZ1101'CENTERLINE OF SR 1789. 9-INCH SWEET GUM IS NOW 14-INCH. 4-INCH PINE IS EZ1101'GONE. EZ1101 EZ1101 STATION RECOVERY (2005) EZ1101 EZ1101'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ1101'N 35 52.133 EZ1101'W 078 48.909 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5208 *********************************************************************** EZ5208 DESIGNATION - GATE EZ5208 PID - EZ5208 EZ5208 STATE/COUNTY- NC/WAKE EZ5208 USGS QUAD - BAYLEAF (1987) EZ5208 EZ5208 *CURRENT SURVEY CONTROL EZ5208 ___________________________________________________________________ EZ5208* NAD 83(1986)- 35 57 39.38006(N) 078 41 13.85842(W) ADJUSTED EZ5208* NAVD 88 - 109.2 (meters) 358. (feet) VERTCON EZ5208 ___________________________________________________________________ EZ5208 LAPLACE CORR- -7.23 (seconds) DEFLEC99 EZ5208 GEOID HEIGHT- -32.24 (meters) GEOID03 EZ5208 EZ5208 HORZ ORDER - SECOND EZ5208 EZ5208.The North Carolina HARNS have been completed but, EZ5208.due to contractual restrictions, coordinates for these stations EZ5208.will NOT be published in the near future. In the interim, the EZ5208.published coordinates in North Carolina will not be EZ5208.consistent with the Continuously Operating Reference Stations EZ5208.(CORS). The HARN coordinates for these stations are available EZ5208.upon request. Contact Gary Thompson(919-733-3836). EZ5208. EZ5208.In addition, the published North Carolina positions EZ5208.(NAD 83 (1986)) are NOT consistent with those determined in EZ5208.adjacent state readjustments. The discontinuity between stations EZ5208.located in North Carolina and those in adjacent states EZ5208.which have been adjusted to the HARN may be as much as 5 EZ5208.decimeters. This will result in a significant loss of accuracy EZ5208.over lines crossing such state borders. EZ5208 EZ5208 EZ5208.The horizontal coordinates were established by classical geodetic methods EZ5208.and adjusted by the National Geodetic Survey in July 1986. EZ5208 EZ5208.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5208 EZ5208.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5208 EZ5208.The geoid height was determined by GEOID03. EZ5208 EZ5208; North East Units Scale Factor Converg. EZ5208;SPC NC - 245,311.208 637,818.382 MT 0.99994907 +0 10 50.0 EZ5208;SPC NC - 804,825.19 2,092,575.81 sFT 0.99994907 +0 10 50.0 EZ5208;UTM 17 - 3,982,088.811 708,569.183 MT 1.00013605 +1 21 31.2 EZ5208 EZ5208! - Elev Factor x Scale Factor = Combined Factor EZ5208!SPC NC - 0.99998793 x 0.99994907 = 0.99993700 EZ5208!UTM 17 - 0.99998793 x 1.00013605 = 1.00012398 EZ5208 EZ5208: Primary Azimuth Mark Grid Az EZ5208:SPC NC - MADDOX 180 16 01.2 EZ5208:UTM 17 - MADDOX 179 05 20.0 EZ5208 EZ5208|---------------------------------------------------------------------| EZ5208| PID Reference Object Distance Geod. Az | EZ5208| dddmmss.s | EZ5208| EZ0992 MADDOX APPROX. 1.5 KM 1802651.2 | EZ5208|---------------------------------------------------------------------| EZ5208 EZ5208 SUPERSEDED SURVEY CONTROL EZ5208 EZ5208 NAD 27 - 35 57 38.85215(N) 078 41 14.84194(W) AD( ) 2 EZ5208 NGVD 29 (07/19/86) 109.4 (m) 359. (f) VERT ANG EZ5208 EZ5208.Superseded values are not recommended for survey control. EZ5208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5208.See file dsdata.txt to determine how the superseded data were derived. EZ5208 EZ5208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0856982089(NAD 83) EZ5208_MARKER: DE = TRAVERSE STATION DISK EZ5208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5208_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5208_STAMPING: GATE 1970 EZ5208_MARK LOGO: NCGS EZ5208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5208+STABILITY: SURFACE MOTION EZ5208 EZ5208 HISTORY - Date Condition Report By EZ5208 HISTORY - 1970 MONUMENTED NCGS EZ5208 EZ5208 STATION DESCRIPTION EZ5208 EZ5208'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ5208'GATE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ5208'VICINITY OF NORTHWEST WAKE COUNTY. EZ5208' EZ5208'GATE IS LOCATED 2.7 MILES WNW OF BAYLEAF AND 4.2 MILES NNE OF EZ5208'LEESVILLE. TO REACH STATION PROCEED FROM THE INTERSECTION OF NC 98 EZ5208'AND NC 50, GO SOUTH ON NC 50 FOR 1.0 MILE TO INTERSECTION OF NC 50 EZ5208'AND SR 1844, CONTINUE SOUTH ON NC 50 FOR 1.0 MILE TO STATION ON LEFT, EZ5208'0.6 MILE NORTH OF INTERSECTION OF NC 50 AND SR 1845. EZ5208' EZ5208'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ5208'GATE 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ5208'IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ5208' EZ5208'MARK IS-- EZ5208'17.3 FEET E OF C/L OF NC 50. EZ5208'18.3 FEET NNW OF TOP OF CABLE MARKER NO. P151. EZ5208'39.7 FEET SW OF ALUMINUM REF. TAG ON PP NO. 151. EZ5208'83.3 FEET NE OF ALUMINUM REF. TAG ON CORNER FENCE POST. EZ5208'76.3 FEET ENE OF ALUMINUM REF. TAG ON 10 INCH SHORTLEAF PINE. EZ5208'17.0 FEET S OF LINE TANGENT TO POWER LINE CROSSING ROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2415 *********************************************************************** EZ2415 DESIGNATION - GAYS EZ2415 PID - EZ2415 EZ2415 STATE/COUNTY- NC/WAKE EZ2415 USGS QUAD - ROLESVILLE (1993) EZ2415 EZ2415 *CURRENT SURVEY CONTROL EZ2415 ___________________________________________________________________ EZ2415* NAD 83(1986)- 35 55 37.73609(N) 078 27 08.29037(W) ADJUSTED EZ2415* NAVD 88 - 131.145 (meters) 430.26 (feet) ADJUSTED EZ2415 ___________________________________________________________________ EZ2415 LAPLACE CORR- -6.83 (seconds) DEFLEC99 EZ2415 GEOID HEIGHT- -33.32 (meters) GEOID03 EZ2415 DYNAMIC HT - 131.032 (meters) 429.89 (feet) COMP EZ2415 MODELED GRAV- 979,769.4 (mgal) NAVD 88 EZ2415 EZ2415 HORZ ORDER - SECOND EZ2415 VERT ORDER - SECOND CLASS II EZ2415 EZ2415.The North Carolina HARNS have been completed but, EZ2415.due to contractual restrictions, coordinates for these stations EZ2415.will NOT be published in the near future. In the interim, the EZ2415.published coordinates in North Carolina will not be EZ2415.consistent with the Continuously Operating Reference Stations EZ2415.(CORS). The HARN coordinates for these stations are available EZ2415.upon request. Contact Gary Thompson(919-733-3836). EZ2415. EZ2415.In addition, the published North Carolina positions EZ2415.(NAD 83 (1986)) are NOT consistent with those determined in EZ2415.adjacent state readjustments. The discontinuity between stations EZ2415.located in North Carolina and those in adjacent states EZ2415.which have been adjusted to the HARN may be as much as 5 EZ2415.decimeters. This will result in a significant loss of accuracy EZ2415.over lines crossing such state borders. EZ2415 EZ2415 EZ2415.The horizontal coordinates were established by classical geodetic methods EZ2415.and adjusted by the National Geodetic Survey in July 1986. EZ2415 EZ2415.The orthometric height was determined by differential leveling EZ2415.and adjusted by the National Geodetic Survey in June 1991. EZ2415 EZ2415.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2415 EZ2415.The geoid height was determined by GEOID03. EZ2415 EZ2415.The dynamic height is computed by dividing the NAVD 88 EZ2415.geopotential number by the normal gravity value computed on the EZ2415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2415.degrees latitude (g = 980.6199 gals.). EZ2415 EZ2415.The modeled gravity was interpolated from observed gravity values. EZ2415 EZ2415; North East Units Scale Factor Converg. EZ2415;SPC NC - 241,654.030 659,025.871 MT 0.99994195 +0 18 58.0 EZ2415;SPC NC - 792,826.60 2,162,154.05 sFT 0.99994195 +0 18 58.0 EZ2415;UTM 17 - 3,978,867.893 729,852.678 MT 1.00025105 +1 29 43.9 EZ2415 EZ2415! - Elev Factor x Scale Factor = Combined Factor EZ2415!SPC NC - 0.99998465 x 0.99994195 = 0.99992660 EZ2415!UTM 17 - 0.99998465 x 1.00025105 = 1.00023569 EZ2415 EZ2415: Primary Azimuth Mark Grid Az EZ2415:SPC NC - ELECTRIC 054 40 16.7 EZ2415:UTM 17 - ELECTRIC 053 29 30.8 EZ2415 EZ2415|---------------------------------------------------------------------| EZ2415| PID Reference Object Distance Geod. Az | EZ2415| dddmmss.s | EZ2415| EZ2414 ELECTRIC APPROX. 0.6 KM 0545914.7 | EZ2415|---------------------------------------------------------------------| EZ2415 EZ2415 SUPERSEDED SURVEY CONTROL EZ2415 EZ2415 NAD 27 - 35 55 37.18403(N) 078 27 09.29239(W) AD( ) 2 EZ2415 NGVD 29 (??/??/92) 131.422 (m) 431.17 (f) ADJ UNCH 2 2 EZ2415 EZ2415.Superseded values are not recommended for survey control. EZ2415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2415.See file dsdata.txt to determine how the superseded data were derived. EZ2415 EZ2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2985378868(NAD 83) EZ2415_MARKER: DE = TRAVERSE STATION DISK EZ2415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2415_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2415_STAMPING: GAYS 1969 EZ2415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2415+STABILITY: SURFACE MOTION EZ2415 EZ2415 HISTORY - Date Condition Report By EZ2415 HISTORY - 1969 MONUMENTED NCGS EZ2415 HISTORY - 1976 GOOD NCGS EZ2415 EZ2415 STATION DESCRIPTION EZ2415 EZ2415'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ2415'GAYS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ2415'THE VICINITY OF WAKE FOREST, NORTH CAROLINA. EZ2415' EZ2415'GAYS IS LOCATED APPROXIMATELY 4.8 MILES SOUTHEAST OF WAKE EZ2415'FOREST. TO REACH STATION PROCEED FROM THE INTERSECTION OF EZ2415'U.S. 401, SR 1945 N, AND SR 1003 SOUTH IN ROLESVILLE, GO EAST ON EZ2415'U.S. 401 FOR 0.39 MILE TO STATION ON NORTH SIDE OF U.S. 401, EZ2415'APPROXIMATELY 300 FEET EAST OF GAYS ESSO STATION, AND EAST OF EZ2415'DIRT ROAD LEADING TO TWO STORY WHITE FRAME HOUSE WITH A CHIMNEY EZ2415'ON EACH SIDE OF THE HOUSE. EZ2415' EZ2415'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2415'GAYS 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ2415'IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2415' EZ2415'MARK IS EZ2415' EZ2415'31.1 FT N OF C/L OF U.S. 401 EZ2415' EZ2415'23.7 FT E OF C/L OF DIRT ROAD TO FARM EZ2415' EZ2415'14.0 FT NE OF PP WITH ALUMINUM REF. TAG EZ2415' EZ2415'11.0 FT NNE OF FIRE HYDRANT EZ2415' EZ2415'20.4 FT NE OF W END OF CULVERT EZ2415 EZ2415 STATION RECOVERY (1976) EZ2415 EZ2415'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2415'IN ROLESVILLE. EZ2415'STATION IS LOCATED ALONG US 401, 0.4 MILE NE OF THE MAIN CROSSROADS IN EZ2415'CENTER OF TOWN, AND APPROXIMATELY 300 FEET EAST OF GAYS EXXON STATION. EZ2415'31.1 FT. N OF C/L OF US 401, 23.7 FT. E OF C/L OF DIRT ROAD LEADING N EZ2415'TO A FARM, 11.0 FT. NNE OF FIRE HYDRANT, AND 20.4 FT. NE OF W END OF EZ2415'CULVERT. DISK IS SET IN CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF EZ2415'THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1016 *********************************************************************** EZ1016 DESIGNATION - GENTRY EZ1016 PID - EZ1016 EZ1016 STATE/COUNTY- NC/WAKE EZ1016 USGS QUAD - LAKE WHEELER (1993) EZ1016 EZ1016 *CURRENT SURVEY CONTROL EZ1016 ___________________________________________________________________ EZ1016* NAD 83(1986)- 35 40 21.74903(N) 078 41 27.19436(W) ADJUSTED EZ1016* NAVD 88 - 119.298 (meters) 391.40 (feet) ADJUSTED EZ1016 ___________________________________________________________________ EZ1016 LAPLACE CORR- -6.19 (seconds) DEFLEC99 EZ1016 GEOID HEIGHT- -32.90 (meters) GEOID03 EZ1016 DYNAMIC HT - 119.194 (meters) 391.06 (feet) COMP EZ1016 MODELED GRAV- 979,756.6 (mgal) NAVD 88 EZ1016 EZ1016 HORZ ORDER - SECOND EZ1016 VERT ORDER - SECOND CLASS 0 EZ1016 EZ1016.The North Carolina HARNS have been completed but, EZ1016.due to contractual restrictions, coordinates for these stations EZ1016.will NOT be published in the near future. In the interim, the EZ1016.published coordinates in North Carolina will not be EZ1016.consistent with the Continuously Operating Reference Stations EZ1016.(CORS). The HARN coordinates for these stations are available EZ1016.upon request. Contact Gary Thompson(919-733-3836). EZ1016. EZ1016.In addition, the published North Carolina positions EZ1016.(NAD 83 (1986)) are NOT consistent with those determined in EZ1016.adjacent state readjustments. The discontinuity between stations EZ1016.located in North Carolina and those in adjacent states EZ1016.which have been adjusted to the HARN may be as much as 5 EZ1016.decimeters. This will result in a significant loss of accuracy EZ1016.over lines crossing such state borders. EZ1016 EZ1016 EZ1016.The horizontal coordinates were established by classical geodetic methods EZ1016.and adjusted by the National Geodetic Survey in July 1986. EZ1016 EZ1016.The orthometric height was determined by differential leveling EZ1016.and adjusted by the National Geodetic Survey in June 1991. EZ1016 EZ1016.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1016 EZ1016.The geoid height was determined by GEOID03. EZ1016 EZ1016.The dynamic height is computed by dividing the NAVD 88 EZ1016.geopotential number by the normal gravity value computed on the EZ1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1016.degrees latitude (g = 980.6199 gals.). EZ1016 EZ1016.The modeled gravity was interpolated from observed gravity values. EZ1016 EZ1016; North East Units Scale Factor Converg. EZ1016;SPC NC - 213,331.977 637,583.807 MT 0.99989950 +0 10 42.3 EZ1016;SPC NC - 699,906.66 2,091,806.21 sFT 0.99989950 +0 10 42.3 EZ1016;UTM 17 - 3,950,104.607 708,989.613 MT 1.00013825 +1 20 49.4 EZ1016 EZ1016! - Elev Factor x Scale Factor = Combined Factor EZ1016!SPC NC - 0.99998644 x 0.99989950 = 0.99988594 EZ1016!UTM 17 - 0.99998644 x 1.00013825 = 1.00012469 EZ1016 EZ1016: Primary Azimuth Mark Grid Az EZ1016:SPC NC - MATTIE 027 24 21.7 EZ1016:UTM 17 - MATTIE 026 14 14.6 EZ1016 EZ1016|---------------------------------------------------------------------| EZ1016| PID Reference Object Distance Geod. Az | EZ1016| dddmmss.s | EZ1016| EZ1015 MATTIE 452.042 METERS 0273504.0 | EZ1016| EZ1017 SAUL APPROX. 0.5 KM 2165941.2 | EZ1016|---------------------------------------------------------------------| EZ1016 EZ1016 SUPERSEDED SURVEY CONTROL EZ1016 EZ1016 NAD 27 - 35 40 21.19256(N) 078 41 28.16822(W) AD( ) 2 EZ1016 NGVD 29 (??/??/92) 119.564 (m) 392.27 (f) ADJ UNCH 2 0 EZ1016 EZ1016.Superseded values are not recommended for survey control. EZ1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1016.See file dsdata.txt to determine how the superseded data were derived. EZ1016 EZ1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0899050105(NAD 83) EZ1016_MARKER: DE = TRAVERSE STATION DISK EZ1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1016_STAMPING: GENTRY 1967 EZ1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1016+STABILITY: SURFACE MOTION EZ1016 EZ1016 HISTORY - Date Condition Report By EZ1016 HISTORY - 1967 MONUMENTED NCGS EZ1016 HISTORY - 1973 GOOD NCGS EZ1016 HISTORY - 1973 GOOD NCGS EZ1016 HISTORY - 1989 GOOD USPSQD EZ1016 HISTORY - 1989 GOOD USPSQD EZ1016 EZ1016 STATION DESCRIPTION EZ1016 EZ1016'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1016'GENTRY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1016'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ1016' EZ1016'GENTRY IS LOCATED APPROXIMATELY 8.0 MILES SSW OF RALEIGH. TO EZ1016'REACH STATION PROCEED FROM THE INTERSECTION OF SR 1010 AND EZ1016'U.S. 401, GO 0.8 MILES NORTH ON U.S. 401 TO STATION, WHICH IS EZ1016'ON THE WEST BANK OF SOUTH BOUND LANE, APPROXIMATELY 250 FT SSW EZ1016'OF MATTHEWS-GENTRY PURE OIL SERVICE STATION AND GROCERY, AND AT EZ1016'EAST EDGE OF GRASSY AREA. EZ1016' EZ1016'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1016'GENTRY 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1016'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ1016' EZ1016'MARK IS EZ1016' EZ1016'45.5 FT WSW OF C/L OF U.S. 401 SOUTH BOUND LANE EZ1016' EZ1016'140.4 FT SSW OF PP WITH TRANSFORMER AND ALUMINUM REF. TAG EZ1016' EZ1016'147.5 FT S OF PP SERVICE POLE WITH LIGHT AND ALUMINUM REF. TAG EZ1016' EZ1016'187.1 FT NE OF PP WITH TRANSFORMER AND ALUMINUM REF. TAG EZ1016' EZ1016'22.3 FT NNW OF NORTH END OF CONCRETE SPILLWAY EZ1016' EZ1016'68.6 FT N OF CENTER OF COVER FOR STORM DRAINAGE EZ1016 EZ1016 STATION RECOVERY (1973) EZ1016 EZ1016'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1016'5.4 MI WSW FROM GARNER. EZ1016'GENTRY IS LOCATED 8.0 MILES SSW OF RALEIGH. TO REACH STATION FROM EZ1016'THE INTERSECTION OF SOUTH BOUND LANES OF U.S. 401-U.S. 70 AND EZ1016'NC 50 (JUST SW OF TRYON HILLS SHOPPING CENTER), PROCEED SOUTHERLY EZ1016'ALONG U.S. 401 FOR 04.70 MILES TO STATION ON THE RIGHT, EZ1016'APPROXIMATELY 250 FT SOUTH OF METTHEWS AND GENTRY SERVICE STATION, EZ1016'0.75 MILES NORTH OF SR 1010 (MC CULLERS CROSSROADS), 45.5 FT EZ1016'WSW OF C/L OF SOUTH BOUND LANE, 22.3 FT NNW OF N END OF CONCRETE EZ1016'SPILLWAY, 68.6 FT N OF CENTER OF CONCRETE DRAINAGE COVER, 140.4 EZ1016'FT SSW OF PP WITH TRANSFORMER AND ALUMINUM REF. TAG, 147.5 FT S EZ1016'OF SERVICE POLE WITH LIGHT AND ALUMINUM REF. TAG, AND 187.1 FT EZ1016'NE OF PP WITH TRANSFORMER AND ALUMINUM REF. TAG. DISK IS SET EZ1016'IN CONCRETE CYLINDER 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ1016 EZ1016 STATION RECOVERY (1973) EZ1016 EZ1016'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1016'LOCATED 8.0 MILES SSW OF RALEIGH. TO REACH STATION FROM THE EZ1016'INTERSECTION OF SOUTH BOUND LANES OF US 401-US 70 AND NC 50 (JUST SW EZ1016'OF TRYON HILLS SHOPPING CENTER), PROCEED SOUTHERLY ALONG US 401 FOR EZ1016'04.70 MILES TO STATION ON THE RIGHT, APPROXIMATELY 250 FT. SOUTH OF EZ1016'MATTHEWS AND GENTRY SERVICE STATION, 0.75 MILES NORTH OF SR 1010 EZ1016'(MCCULLERS CROSSROADS). 45.5 FT. WSW OF C/L OF SOUTH BOUND LANE, 22.3 EZ1016'FT. NNW OF N END OF CONCRETE SPILLWAY, 68.6 FT. N OF CENTER OF EZ1016'CONCRETE DRAINAGE COVER, 140.4 FT. SSW OF PP WITH TRANSFORMER AND EZ1016'ALUMINUM REF. TAG, 147.5 FT. S OF SERVICE POLE WITH LIGHT AND ALUMINUM EZ1016'REF. TAG, AND 187.1 FT. NE OF PP WITH TRANSFORMER AND ALUMINUM REF. EZ1016'TAG. DISK IS SET IN CONCRETE CYLINDER 2 INCHES BELOW THE SURFACE OF EZ1016'THE GROUND. EZ1016 EZ1016 STATION RECOVERY (1989) EZ1016 EZ1016'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWB) EZ1016'RECOVERED IN GOOD CONDITION. EZ1016 EZ1016 STATION RECOVERY (1989) EZ1016 EZ1016'RECOVERY NOTE BY US POWER SQUADRON 1989 (WCB) EZ1016'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6435 *********************************************************************** EZ6435 DESIGNATION - GIBBONS EZ6435 PID - EZ6435 EZ6435 STATE/COUNTY- NC/WAKE EZ6435 USGS QUAD - RALEIGH WEST (1988) EZ6435 EZ6435 *CURRENT SURVEY CONTROL EZ6435 ___________________________________________________________________ EZ6435* NAD 83(1986)- 35 46 46.19945(N) 078 40 01.86341(W) ADJUSTED EZ6435* NAVD 88 - 106.367 (meters) 348.97 (feet) ADJUSTED EZ6435 ___________________________________________________________________ EZ6435 LAPLACE CORR- -7.16 (seconds) DEFLEC99 EZ6435 GEOID HEIGHT- -32.79 (meters) GEOID03 EZ6435 DYNAMIC HT - 106.275 (meters) 348.67 (feet) COMP EZ6435 MODELED GRAV- 979,770.3 (mgal) NAVD 88 EZ6435 EZ6435 HORZ ORDER - SECOND EZ6435 VERT ORDER - SECOND CLASS I EZ6435 EZ6435.The North Carolina HARNS have been completed but, EZ6435.due to contractual restrictions, coordinates for these stations EZ6435.will NOT be published in the near future. In the interim, the EZ6435.published coordinates in North Carolina will not be EZ6435.consistent with the Continuously Operating Reference Stations EZ6435.(CORS). The HARN coordinates for these stations are available EZ6435.upon request. Contact Gary Thompson(919-733-3836). EZ6435. EZ6435.In addition, the published North Carolina positions EZ6435.(NAD 83 (1986)) are NOT consistent with those determined in EZ6435.adjacent state readjustments. The discontinuity between stations EZ6435.located in North Carolina and those in adjacent states EZ6435.which have been adjusted to the HARN may be as much as 5 EZ6435.decimeters. This will result in a significant loss of accuracy EZ6435.over lines crossing such state borders. EZ6435 EZ6435 EZ6435.The horizontal coordinates were established by classical geodetic methods EZ6435.and adjusted by the National Geodetic Survey in March 1992. EZ6435 EZ6435.The orthometric height was determined by differential leveling EZ6435.and adjusted by the National Geodetic Survey in December 1991. EZ6435 EZ6435.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6435 EZ6435.The geoid height was determined by GEOID03. EZ6435 EZ6435.The dynamic height is computed by dividing the NAVD 88 EZ6435.geopotential number by the normal gravity value computed on the EZ6435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6435.degrees latitude (g = 980.6199 gals.). EZ6435 EZ6435.The modeled gravity was interpolated from observed gravity values. EZ6435 EZ6435; North East Units Scale Factor Converg. EZ6435;SPC NC - 225,186.713 639,689.808 MT 0.99991491 +0 11 31.5 EZ6435;SPC NC - 738,800.07 2,098,715.65 sFT 0.99991491 +0 11 31.5 EZ6435;UTM 17 - 3,962,002.699 710,853.454 MT 1.00014788 +1 21 51.9 EZ6435 EZ6435! - Elev Factor x Scale Factor = Combined Factor EZ6435!SPC NC - 0.99998845 x 0.99991491 = 0.99990336 EZ6435!UTM 17 - 0.99998845 x 1.00014788 = 1.00013633 EZ6435 EZ6435|---------------------------------------------------------------------| EZ6435| PID Reference Object Distance Geod. Az | EZ6435| dddmmss.s | EZ6435| EZ6457 4 LB 2 31.763 METERS 08934 | EZ6435| EZ6434 WRAL 384.638 METERS 27136 | EZ6435|---------------------------------------------------------------------| EZ6435 EZ6435 SUPERSEDED SURVEY CONTROL EZ6435 EZ6435 NAVD 88 (03/04/92) 106.37 (m) 349.0 (f) LEVELING 3 EZ6435 EZ6435.Superseded values are not recommended for survey control. EZ6435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6435.See file dsdata.txt to determine how the superseded data were derived. EZ6435 EZ6435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1085362003(NAD 83) EZ6435_MARKER: DH = HORIZONTAL CONTROL DISK EZ6435_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. EZ6435_SP_SET: SIDEWALK EZ6435_STAMPING: GIBBONS 1988 EZ6435_MARK LOGO: NCGS EZ6435_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ6435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6435+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2004 EZ6435 EZ6435 HISTORY - Date Condition Report By EZ6435 HISTORY - 1988 MONUMENTED NCGS EZ6435 HISTORY - 20030307 GOOD USPSQD EZ6435 HISTORY - 20040520 GOOD USPSQD EZ6435 EZ6435 STATION DESCRIPTION EZ6435 EZ6435'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ6435'STATION IS LOCATED IN SOUTHWEST RALEIGH. EZ6435'ALONG WESTERN BOULEVARD FOR 3.05 KM (1.90 MI) SOUTHEAST FROM THE EZ6435'BELTLINE-US 1-, AT THE PULLENS ROAD BRIDGE. EZ6435'STATION IS A STANDARD NCGS DISK STAMPED---GIBBONS 1988---, SET IN A EZ6435'DRILLED HOLE IN BRIDGE SIDEWALK, 1 FOOT ABOVE ROAD. LOCATED 4.8 M EZ6435'(15.7 FT) EAST OF THE CENTERLINE OF ROAD, 0.6 M (2.0 FT) WEST OF EZ6435'CONCRETE BRIDGE RAIL, 26.6 M (87.3 FT) NORTH OF SOUTH END OF EAST EZ6435'CONCRETE BRIDGE RAIL, AND 21.8 M (71.5 FT) SOUTH OF POWER POLE WITH EZ6435'STREET LAMP AND REFERENCE TAG. EZ6435 EZ6435 STATION RECOVERY (2003) EZ6435 EZ6435'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ6435'RECOVERED IN GOOD CONDITION. EZ6435 EZ6435 STATION RECOVERY (2004) EZ6435 EZ6435'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ6435'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1847 *********************************************************************** EZ1847 DESIGNATION - GILL EZ1847 PID - EZ1847 EZ1847 STATE/COUNTY- NC/WAKE EZ1847 USGS QUAD - ZEBULON (1981) EZ1847 EZ1847 *CURRENT SURVEY CONTROL EZ1847 ___________________________________________________________________ EZ1847* NAD 83(1986)- 35 49 32.18604(N) 078 18 41.62031(W) ADJUSTED EZ1847* NAVD 88 - 99.742 (meters) 327.24 (feet) ADJUSTED EZ1847 ___________________________________________________________________ EZ1847 LAPLACE CORR- -3.66 (seconds) DEFLEC99 EZ1847 GEOID HEIGHT- -34.04 (meters) GEOID03 EZ1847 DYNAMIC HT - 99.654 (meters) 326.95 (feet) COMP EZ1847 MODELED GRAV- 979,750.6 (mgal) NAVD 88 EZ1847 EZ1847 HORZ ORDER - SECOND EZ1847 VERT ORDER - SECOND CLASS I EZ1847 EZ1847.The North Carolina HARNS have been completed but, EZ1847.due to contractual restrictions, coordinates for these stations EZ1847.will NOT be published in the near future. In the interim, the EZ1847.published coordinates in North Carolina will not be EZ1847.consistent with the Continuously Operating Reference Stations EZ1847.(CORS). The HARN coordinates for these stations are available EZ1847.upon request. Contact Gary Thompson(919-733-3836). EZ1847. EZ1847.In addition, the published North Carolina positions EZ1847.(NAD 83 (1986)) are NOT consistent with those determined in EZ1847.adjacent state readjustments. The discontinuity between stations EZ1847.located in North Carolina and those in adjacent states EZ1847.which have been adjusted to the HARN may be as much as 5 EZ1847.decimeters. This will result in a significant loss of accuracy EZ1847.over lines crossing such state borders. EZ1847 EZ1847 EZ1847.The horizontal coordinates were established by classical geodetic methods EZ1847.and adjusted by the National Geodetic Survey in July 1986. EZ1847 EZ1847.The orthometric height was determined by differential leveling EZ1847.and adjusted by the National Geodetic Survey in June 1991. EZ1847 EZ1847.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1847 EZ1847.The geoid height was determined by GEOID03. EZ1847 EZ1847.The dynamic height is computed by dividing the NAVD 88 EZ1847.geopotential number by the normal gravity value computed on the EZ1847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1847.degrees latitude (g = 980.6199 gals.). EZ1847 EZ1847.The modeled gravity was interpolated from observed gravity values. EZ1847 EZ1847; North East Units Scale Factor Converg. EZ1847;SPC NC - 230,467.411 671,804.465 MT 0.99992264 +0 23 50.4 EZ1847;SPC NC - 756,125.16 2,204,078.48 sFT 0.99992264 +0 23 50.4 EZ1847;UTM 17 - 3,967,942.511 742,863.238 MT 1.00032686 +1 34 27.7 EZ1847 EZ1847! - Elev Factor x Scale Factor = Combined Factor EZ1847!SPC NC - 0.99998969 x 0.99992264 = 0.99991233 EZ1847!UTM 17 - 0.99998969 x 1.00032686 = 1.00031654 EZ1847 EZ1847: Primary Azimuth Mark Grid Az EZ1847:SPC NC - GANNON 242 02 05.8 EZ1847:UTM 17 - GANNON 240 51 28.5 EZ1847 EZ1847|---------------------------------------------------------------------| EZ1847| PID Reference Object Distance Geod. Az | EZ1847| dddmmss.s | EZ1847| EZ2383 GANNON APPROX. 0.7 KM 2422556.2 | EZ1847| EZ1845 ARENDELL NCGS 306.439 METERS 24456 | EZ1847|---------------------------------------------------------------------| EZ1847 EZ1847 SUPERSEDED SURVEY CONTROL EZ1847 EZ1847 NAD 27 - 35 49 31.63178(N) 078 18 42.62296(W) AD( ) 2 EZ1847 NGVD 29 (??/??/92) 100.026 (m) 328.17 (f) ADJ UNCH 2 1 EZ1847 EZ1847.Superseded values are not recommended for survey control. EZ1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1847.See file dsdata.txt to determine how the superseded data were derived. EZ1847 EZ1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4286367943(NAD 83) EZ1847_MARKER: DE = TRAVERSE STATION DISK EZ1847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1847_SP_SET: CONCRETE POST EZ1847_STAMPING: GILL 1969 EZ1847_MARK LOGO: NCGS EZ1847_PROJECTION: RECESSED 3 CENTIMETERS EZ1847_MAGNETIC: N = NO MAGNETIC MATERIAL EZ1847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1847+STABILITY: SURFACE MOTION EZ1847_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ1847+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2005 EZ1847 EZ1847 HISTORY - Date Condition Report By EZ1847 HISTORY - 1969 MONUMENTED NCGS EZ1847 HISTORY - 1978 GOOD NCGS EZ1847 HISTORY - 1980 GOOD NCGS EZ1847 HISTORY - 20050425 GOOD USPSQD EZ1847 EZ1847 STATION DESCRIPTION EZ1847 EZ1847'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ1847'GILL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ1847'THE VICINITY OF ZEBULON, NORTH CAROLINA. EZ1847' EZ1847'GILL IS LOCATED APPROXIMATELY 0.2 MILES EAST OF THE CENTER OF EZ1847'ZEBULON. TO REACH STATION PROCEED FROM THE INTERSECTION OF EZ1847'U.S. 64 AND NC 96 IN ZEBULON, GO EAST ON U.S. 64 FOR 0.05 MILE EZ1847'TO INTERSECTION OF U.S. 64 AND U.S. 264, TURN RIGHT (EAST) ON EZ1847'U.S. 264 FOR 0.1 MILE TO STATION ON NORTH SIDE OF ROAD IN THE EZ1847'SOUTHWEST CORNER OF YARD NEAR WOOD PICKET FENCE. EZ1847' EZ1847'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1847'GILL 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1847'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ1847' EZ1847'MARK IS EZ1847' EZ1847'74.2 FT NW OF C/L OF U.S. 264 EZ1847' EZ1847'98.7 FT SW OF TP, WITH ALUMINUM REF. TAG EZ1847' EZ1847'127.0 FT W OF CENTER OF INTERSECTION OF CANNON AND GILL STS. EZ1847' EZ1847'2.6 FT SE OF CORNER OF WOOD FENCE EZ1847' EZ1847'13.8 FT NE OF PROPERTY CORNER STAKE (STEEL) EZ1847' EZ1847'82.6 FT S OF SW CORNER OF HOUSE EZ1847' EZ1847'65.4 FT W OF SIGN POST EZ1847 EZ1847 STATION RECOVERY (1978) EZ1847 EZ1847'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EZ1847'IN ZEBULON. EZ1847'TO REACH STATION FROM THE INTERSECTION OF NC 96 ARENDELL AVE. AND EZ1847'NC 97 CANNON AVE. IN ZEBULON, PROCEED EAST ALONG NC 97 FOR 0.2 MILES EZ1847'TO STATION ON THE LEFT IN SOUTHWEST CORNER OF YARD NEAR WOOD PICKET EZ1847'FENCE, 74.2 FT. NORTHWEST OF CENTERLINE OF NC 97, 98.7 FT. SOUTHWEST EZ1847'OF TELEPHONE POLE WITH ALUMINUM TAG, 127.0 FT. WEST OF CENTERLINE OF EZ1847'INTERSECTION OF CANNON AND GILL STREETS, 82.6 FT. SOUTH OF SOUTHWEST EZ1847'CORNER OF HOUS, 13.8 FT. NORTHEAST OF STEEL PROPERTY CORNER STAKE AND EZ1847'2.6 FT. SOUTHEAST OF CORNER OF PICKET FENCE. EZ1847 EZ1847 STATION RECOVERY (1980) EZ1847 EZ1847'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EZ1847'THE STATION WAS RECOVERED IN GOOD CONDITION. DESCRIPTION IS ADEQUATE EZ1847'EXCEPT FOR THE FOLLOWING CORRECTIONS. THE STATION IS 24.7 FEET EZ1847'NORTH-NORTHWEST OF THE CENTERLINE OF EAST GANNON AVENUE AND 16.3 FEET EZ1847'WEST-SOUTHWEST OF A 10 INCH PINE WITH REFERENCE TAG. EZ1847 EZ1847 STATION RECOVERY (2005) EZ1847 EZ1847'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ1847'N 35 49.536 EZ1847'W 078 18.694 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7487 *********************************************************************** AE7487 DESIGNATION - GLASS AE7487 PID - AE7487 AE7487 STATE/COUNTY- NC/WAKE AE7487 USGS QUAD - RALEIGH EAST (1993) AE7487 AE7487 *CURRENT SURVEY CONTROL AE7487 ___________________________________________________________________ AE7487* NAD 83(1986)- 35 50 02.68511(N) 078 36 29.18270(W) ADJUSTED AE7487* NAVD 88 - 95.266 (meters) 312.55 (feet) ADJUSTED AE7487 ___________________________________________________________________ AE7487 LAPLACE CORR- -7.52 (seconds) DEFLEC99 AE7487 GEOID HEIGHT- -32.91 (meters) GEOID03 AE7487 DYNAMIC HT - 95.185 (meters) 312.29 (feet) COMP AE7487 MODELED GRAV- 979,775.2 (mgal) NAVD 88 AE7487 AE7487 HORZ ORDER - SECOND AE7487 VERT ORDER - SECOND CLASS II AE7487 AE7487.The North Carolina HARNS have been completed but, AE7487.due to contractual restrictions, coordinates for these stations AE7487.will NOT be published in the near future. In the interim, the AE7487.published coordinates in North Carolina will not be AE7487.consistent with the Continuously Operating Reference Stations AE7487.(CORS). The HARN coordinates for these stations are available AE7487.upon request. Contact Gary Thompson(919-733-3836). AE7487. AE7487.In addition, the published North Carolina positions AE7487.(NAD 83 (1986)) are NOT consistent with those determined in AE7487.adjacent state readjustments. The discontinuity between stations AE7487.located in North Carolina and those in adjacent states AE7487.which have been adjusted to the HARN may be as much as 5 AE7487.decimeters. This will result in a significant loss of accuracy AE7487.over lines crossing such state borders. AE7487 AE7487 AE7487.The horizontal coordinates were established by classical geodetic methods AE7487.and adjusted by the National Geodetic Survey in February 1998. AE7487 AE7487.The orthometric height was determined by differential leveling AE7487.and adjusted by the National Geodetic Survey in September 1998. AE7487 AE7487.The Laplace correction was computed from DEFLEC99 derived deflections. AE7487 AE7487.The geoid height was determined by GEOID03. AE7487 AE7487.The dynamic height is computed by dividing the NAVD 88 AE7487.geopotential number by the normal gravity value computed on the AE7487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7487.degrees latitude (g = 980.6199 gals.). AE7487 AE7487.The modeled gravity was interpolated from observed gravity values. AE7487 AE7487; North East Units Scale Factor Converg. AE7487;SPC NC - 231,261.549 645,006.890 MT 0.99992413 +0 13 34.3 AE7487;SPC NC - 758,730.60 2,116,160.10 sFT 0.99992413 +0 13 34.3 AE7487;UTM 17 - 3,968,186.649 716,046.265 MT 1.00017519 +1 24 03.1 AE7487 AE7487! - Elev Factor x Scale Factor = Combined Factor AE7487!SPC NC - 0.99999021 x 0.99992413 = 0.99991434 AE7487!UTM 17 - 0.99999021 x 1.00017519 = 1.00016540 AE7487 AE7487 SUPERSEDED SURVEY CONTROL AE7487 AE7487 NGVD 29 (02/27/98) 95.55 (m) 313.5 (f) LEVELING 3 AE7487 AE7487.Superseded values are not recommended for survey control. AE7487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7487.See file dsdata.txt to determine how the superseded data were derived. AE7487 AE7487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1604668187(NAD 83) AE7487_MARKER: DH = HORIZONTAL CONTROL DISK AE7487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7487_STAMPING: GLASS 1987 AE7487_MARK LOGO: NCGS AE7487_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7487+STABILITY: SURFACE MOTION AE7487 AE7487 HISTORY - Date Condition Report By AE7487 HISTORY - 1987 MONUMENTED NCGS AE7487 HISTORY - 19870101 GOOD NCGS AE7487 AE7487 STATION DESCRIPTION AE7487 AE7487'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7487'STATION IS LOCATED ABOUT 6.6 KM (4.10 MI) NORTH-NORTHEAST OF CAPITAL AE7487'SQUARE IN RALEIGH. ALONG NEW HOPE CHURCH ROAD FOR 0.6 KM (0.35 MI) AE7487'WEST FROM ATLANTIC AVENUE, TO TARHEEL DRIVE, IN THE NORTHEAST AE7487'QUADRANT, AT THE ENTRANCE TO AUTO-GLASS BUILDING. MARK IS RECESSED 2 AE7487'CM BELOW GROUND AND IS 2 FOOT (0.6 M) LOWER THAN THE ROAD. LOCATED 8.5 AE7487'M (27.9 FT) NORTH OF THE CENTERLINE OF THE ROAD, 23.0 M (75.5 FT) AE7487'NORTHEAST OF THE CENTERLINE INTERSECTION OF THE ROAD AND DRIVE AT A AE7487'MANHOLE COVER, 26.6 M (87.3 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST AE7487'CORNER OF A BUILDING, 29.2 M (95.8 FT) EAST OF THE SOUTH END OF A AE7487'BRICK WALL, 12.6 M (41.3 FT) WEST OF THE EAST END OF A DRIVEWAY AE7487'CULVERT--AND 8.0 M (26.2 FT) EAST OF A POWER POLE, 18.1 M (59.4 FT) AE7487'SOUTH-SOUTHEAST OF A SERVICE POLE WITH A LAMP--BOTH WITH REFERENCE AE7487'TAGS. AE7487 AE7487 STATION RECOVERY (1987) AE7487 AE7487'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7487'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6552 *********************************************************************** EZ6552 DESIGNATION - GLEDEN EZ6552 PID - EZ6552 EZ6552 STATE/COUNTY- NC/WAKE EZ6552 USGS QUAD - RALEIGH WEST (1988) EZ6552 EZ6552 *CURRENT SURVEY CONTROL EZ6552 ___________________________________________________________________ EZ6552* NAD 83(1986)- 35 49 35.69865(N) 078 41 02.15982(W) ADJUSTED EZ6552* NAVD 88 - 88.8 (meters) 291. (feet) VERTCON EZ6552 ___________________________________________________________________ EZ6552 LAPLACE CORR- -6.91 (seconds) DEFLEC99 EZ6552 GEOID HEIGHT- -32.61 (meters) GEOID03 EZ6552 EZ6552 HORZ ORDER - SECOND EZ6552 EZ6552.The North Carolina HARNS have been completed but, EZ6552.due to contractual restrictions, coordinates for these stations EZ6552.will NOT be published in the near future. In the interim, the EZ6552.published coordinates in North Carolina will not be EZ6552.consistent with the Continuously Operating Reference Stations EZ6552.(CORS). The HARN coordinates for these stations are available EZ6552.upon request. Contact Gary Thompson(919-733-3836). EZ6552. EZ6552.In addition, the published North Carolina positions EZ6552.(NAD 83 (1986)) are NOT consistent with those determined in EZ6552.adjacent state readjustments. The discontinuity between stations EZ6552.located in North Carolina and those in adjacent states EZ6552.which have been adjusted to the HARN may be as much as 5 EZ6552.decimeters. This will result in a significant loss of accuracy EZ6552.over lines crossing such state borders. EZ6552 EZ6552 EZ6552.The horizontal coordinates were established by classical geodetic methods EZ6552.and adjusted by the National Geodetic Survey in December 1992. EZ6552 EZ6552.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6552 EZ6552.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6552 EZ6552.The geoid height was determined by GEOID03. EZ6552 EZ6552; North East Units Scale Factor Converg. EZ6552;SPC NC - 230,405.437 638,158.969 MT 0.99992281 +0 10 56.7 EZ6552;SPC NC - 755,921.84 2,093,693.22 sFT 0.99992281 +0 10 56.7 EZ6552;UTM 17 - 3,967,190.155 709,215.730 MT 1.00013939 +1 21 22.2 EZ6552 EZ6552! - Elev Factor x Scale Factor = Combined Factor EZ6552!SPC NC - 0.99999118 x 0.99992281 = 0.99991399 EZ6552!UTM 17 - 0.99999118 x 1.00013939 = 1.00013056 EZ6552 EZ6552 SUPERSEDED SURVEY CONTROL EZ6552 EZ6552 NGVD 29 (12/28/92) 89.1 (m) 292. (f) VERT ANG EZ6552 EZ6552.Superseded values are not recommended for survey control. EZ6552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6552.See file dsdata.txt to determine how the superseded data were derived. EZ6552 EZ6552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0921667190(NAD 83) EZ6552_MARKER: DH = HORIZONTAL CONTROL DISK EZ6552_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN EZ6552+WITH SETTING: PAVEMENT EZ6552_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6552+STABILITY: SURFACE MOTION EZ6552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6552+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2004 EZ6552 EZ6552 HISTORY - Date Condition Report By EZ6552 HISTORY - 1984 MONUMENTED NCGS EZ6552 HISTORY - 20041220 GOOD GEOCAC EZ6552 EZ6552 STATION DESCRIPTION EZ6552 EZ6552'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6552'THE STATION IS LOCATED ABOUT 6.6 KM (4.1 MI) NORTHWEST OF THE EZ6552'CAPITOL SQUARE IN RALEIGH. EZ6552' EZ6552'AT THE GLEN EDEN ROAD OVERPASS OF US 1 AND US 64 BYPASS, IN THE EZ6552'NORTHWEST SIDEWALK OF THE BRIDGE. EZ6552' EZ6552'THE STATION IS A STANDARD NCGS DISK STAMPED---GLEDEN 1984---, EZ6552'SET INTO A DRILLED HOLE. LOCATED EZ6552'12.7 METERS (41.7 FT) SOUTHEAST OF THE NORTHWEST END OF THE BRIDGE EZ6552'SIDEWALK, EZ6552'0.8 METERS (2.6 FT) NORTHEAST OF THE EDGE OF THE SIDEWALK, AND EZ6552'0.9 METERS (2.8 FT) SOUTHWEST OF THE GUARD RAIL POST. EZ6552' EZ6552'MARK IS ABOUT LEVEL WITH THE SIDEWALK. EZ6552 EZ6552 STATION RECOVERY (2004) EZ6552 EZ6552'RECOVERY NOTE BY GEOCACHING 2004 (PFF) EZ6552'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5124 *********************************************************************** EZ5124 DESIGNATION - GLEN EZ5124 PID - EZ5124 EZ5124 STATE/COUNTY- NC/WAKE EZ5124 USGS QUAD - RALEIGH WEST (1988) EZ5124 EZ5124 *CURRENT SURVEY CONTROL EZ5124 ___________________________________________________________________ EZ5124* NAD 83(1986)- 35 51 08.94163(N) 078 41 49.96038(W) ADJUSTED EZ5124* NAVD 88 - 119.0 (meters) 390. (feet) VERTCON EZ5124 ___________________________________________________________________ EZ5124 LAPLACE CORR- -7.04 (seconds) DEFLEC99 EZ5124 GEOID HEIGHT- -32.49 (meters) GEOID03 EZ5124 EZ5124 HORZ ORDER - SECOND EZ5124 EZ5124.The North Carolina HARNS have been completed but, EZ5124.due to contractual restrictions, coordinates for these stations EZ5124.will NOT be published in the near future. In the interim, the EZ5124.published coordinates in North Carolina will not be EZ5124.consistent with the Continuously Operating Reference Stations EZ5124.(CORS). The HARN coordinates for these stations are available EZ5124.upon request. Contact Gary Thompson(919-733-3836). EZ5124. EZ5124.In addition, the published North Carolina positions EZ5124.(NAD 83 (1986)) are NOT consistent with those determined in EZ5124.adjacent state readjustments. The discontinuity between stations EZ5124.located in North Carolina and those in adjacent states EZ5124.which have been adjusted to the HARN may be as much as 5 EZ5124.decimeters. This will result in a significant loss of accuracy EZ5124.over lines crossing such state borders. EZ5124 EZ5124 EZ5124.The horizontal coordinates were established by classical geodetic methods EZ5124.and adjusted by the National Geodetic Survey in July 1986. EZ5124 EZ5124.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5124 EZ5124.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5124 EZ5124.The geoid height was determined by GEOID03. EZ5124 EZ5124; North East Units Scale Factor Converg. EZ5124;SPC NC - 233,275.322 636,950.499 MT 0.99992744 +0 10 29.1 EZ5124;SPC NC - 765,337.45 2,089,728.43 sFT 0.99992744 +0 10 29.1 EZ5124;UTM 17 - 3,970,035.276 707,948.441 MT 1.00013287 +1 20 57.2 EZ5124 EZ5124! - Elev Factor x Scale Factor = Combined Factor EZ5124!SPC NC - 0.99998642 x 0.99992744 = 0.99991386 EZ5124!UTM 17 - 0.99998642 x 1.00013287 = 1.00011929 EZ5124 EZ5124 SUPERSEDED SURVEY CONTROL EZ5124 EZ5124 NAD 27 - 35 51 08.40795(N) 078 41 50.94399(W) AD( ) 2 EZ5124 NGVD 29 (07/19/86) 119.3 (m) 391. (f) VERT ANG EZ5124 EZ5124.Superseded values are not recommended for survey control. EZ5124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5124.See file dsdata.txt to determine how the superseded data were derived. EZ5124 EZ5124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0794870035(NAD 83) EZ5124_MARKER: DE = TRAVERSE STATION DISK EZ5124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5124_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5124_STAMPING: GLEN 1961 EZ5124_MARK LOGO: NCGS EZ5124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5124+STABILITY: SURFACE MOTION EZ5124 EZ5124 HISTORY - Date Condition Report By EZ5124 HISTORY - 1961 MONUMENTED NCGS EZ5124 HISTORY - 1973 SEE DESCRIPTION NCGS EZ5124 EZ5124 STATION DESCRIPTION EZ5124 EZ5124'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ5124'GLEN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5124'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5124' EZ5124'GLEN IS 6.3 MILES NNW OF RALEIGH. PROCEED W ON U.S. 70 FOR EZ5124'7.1 MILES. STATION IS 1.8 MILES W OF BRIDGE OVER CRABTREE EZ5124'CREEK ON U.S. 70 AND 5.4 MILES E OF INTERSECTION OF EZ5124'RALEIGH-DURHAM AIRPORT RD.. AND AT THE CROSSING OF CP AND L EZ5124'TRANSMISSION LINE CROSSING HIGHWAY, ON N SIDE OF MEDIAN. EZ5124' EZ5124'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5124'GLEN 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5124'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5124' EZ5124'MARK IS EZ5124' EZ5124'59.5 FT NNE OF ONE WAY SIGN WITH ALUMINUM REF. TAG EZ5124' EZ5124'6.3 FT S OF EDGE OF W LANE OF U.S. 70 EZ5124' EZ5124'86.3 FT W OF 3 LEAD NAILS IN C/L OF CROSSOVER EZ5124 EZ5124 STATION RECOVERY (1973) EZ5124 EZ5124'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EZ5124'DESTROYED BY TURN LANE ADDED TO MEDIAN. EZ5124' EZ5124'GLEN 2 1972 PLACED APPROXIMATELY 50 FT. NORTH OF WHERE GLEN EZ5124'1961 WAS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0951 *********************************************************************** EZ0951 DESIGNATION - GLEN 2 EZ0951 PID - EZ0951 EZ0951 STATE/COUNTY- NC/WAKE EZ0951 USGS QUAD - RALEIGH WEST (1988) EZ0951 EZ0951 *CURRENT SURVEY CONTROL EZ0951 ___________________________________________________________________ EZ0951* NAD 83(1986)- 35 51 09.59877(N) 078 41 49.98129(W) ADJUSTED EZ0951* NAVD 88 - 119.221 (meters) 391.14 (feet) ADJUSTED EZ0951 ___________________________________________________________________ EZ0951 LAPLACE CORR- -7.04 (seconds) DEFLEC99 EZ0951 GEOID HEIGHT- -32.49 (meters) GEOID03 EZ0951 DYNAMIC HT - 119.120 (meters) 390.81 (feet) COMP EZ0951 MODELED GRAV- 979,785.7 (mgal) NAVD 88 EZ0951 EZ0951 HORZ ORDER - SECOND EZ0951 VERT ORDER - SECOND CLASS 0 EZ0951 EZ0951.The North Carolina HARNS have been completed but, EZ0951.due to contractual restrictions, coordinates for these stations EZ0951.will NOT be published in the near future. In the interim, the EZ0951.published coordinates in North Carolina will not be EZ0951.consistent with the Continuously Operating Reference Stations EZ0951.(CORS). The HARN coordinates for these stations are available EZ0951.upon request. Contact Gary Thompson(919-733-3836). EZ0951. EZ0951.In addition, the published North Carolina positions EZ0951.(NAD 83 (1986)) are NOT consistent with those determined in EZ0951.adjacent state readjustments. The discontinuity between stations EZ0951.located in North Carolina and those in adjacent states EZ0951.which have been adjusted to the HARN may be as much as 5 EZ0951.decimeters. This will result in a significant loss of accuracy EZ0951.over lines crossing such state borders. EZ0951 EZ0951 EZ0951.The horizontal coordinates were established by classical geodetic methods EZ0951.and adjusted by the National Geodetic Survey in July 1986. EZ0951 EZ0951.The orthometric height was determined by differential leveling EZ0951.and adjusted by the National Geodetic Survey in June 1991. EZ0951 EZ0951.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0951 EZ0951.The geoid height was determined by GEOID03. EZ0951 EZ0951.The dynamic height is computed by dividing the NAVD 88 EZ0951.geopotential number by the normal gravity value computed on the EZ0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0951.degrees latitude (g = 980.6199 gals.). EZ0951 EZ0951.The modeled gravity was interpolated from observed gravity values. EZ0951 EZ0951; North East Units Scale Factor Converg. EZ0951;SPC NC - 233,295.573 636,949.913 MT 0.99992748 +0 10 29.1 EZ0951;SPC NC - 765,403.89 2,089,726.51 sFT 0.99992748 +0 10 29.1 EZ0951;UTM 17 - 3,970,055.514 707,947.439 MT 1.00013287 +1 20 57.2 EZ0951 EZ0951! - Elev Factor x Scale Factor = Combined Factor EZ0951!SPC NC - 0.99998639 x 0.99992748 = 0.99991387 EZ0951!UTM 17 - 0.99998639 x 1.00013287 = 1.00011926 EZ0951 EZ0951: Primary Azimuth Mark Grid Az EZ0951:SPC NC - DEMAIN 2 130 33 32.5 EZ0951:UTM 17 - DEMAIN 2 129 23 04.4 EZ0951 EZ0951|---------------------------------------------------------------------| EZ0951| PID Reference Object Distance Geod. Az | EZ0951| dddmmss.s | EZ0951| EZ0952 DEMAIN 2 APPROX. 0.6 KM 1304401.6 | EZ0951|---------------------------------------------------------------------| EZ0951 EZ0951 SUPERSEDED SURVEY CONTROL EZ0951 EZ0951 NAD 27 - 35 51 09.06421(N) 078 41 50.96503(W) AD( ) 2 EZ0951 NGVD 29 (??/??/92) 119.493 (m) 392.04 (f) ADJ UNCH 2 0 EZ0951 EZ0951.Superseded values are not recommended for survey control. EZ0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0951.See file dsdata.txt to determine how the superseded data were derived. EZ0951 EZ0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0794770056(NAD 83) EZ0951_STAMPING: GLEN 2 1972 EZ0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0951+STABILITY: SURFACE MOTION EZ0951 EZ0951 HISTORY - Date Condition Report By EZ0951 HISTORY - 1972 FIRST OBSERVED NCGS EZ0951 HISTORY - 1973 GOOD NCGS EZ0951 HISTORY - 19860101 SEE DESCRIPTION NCGS EZ0951 EZ0951 STATION DESCRIPTION EZ0951 EZ0951'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ0951'GLEN 2 IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0951'VICINITY OF RALEIGH, NORTH CAROLINA. EZ0951' EZ0951'GLEN 2 IS LOCATED APPROXIMATELY 6.0 MILES NNW OF CAPITOL SQUARE IN EZ0951'RALEIGH. TO REACH STATION FROM THE US 70 UNDERPASS OF US 1-US 64 EZ0951'BYPASS (BELTLINE) IN NW RALEIGH, PROCEED NW ALONG US 70 FOR 2.0 EZ0951'MILES TO STATION ON RIGHT UNDER OVERHEAD POWER LINES, AND JUST NW OF EZ0951'CROSSOVER FOR FAIRHILL DRIVE LEADING SOUTH INTO GLEN FOREST EZ0951'SUBDIVISION, APPROXIMATELY 0.25 MILES EAST OF OAK PARK EZ0951'SHOPPING CENTER. EZ0951' EZ0951'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED GLEN 2 EZ0951'1972, SET IN THE TOP OF A CONCRETE PRECAST MONUMENT, THE TOP OF EZ0951'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ0951' EZ0951'MARK IS EZ0951'121.0 FEET NW OF C/L OF DIRTDRIVE NORTH. EZ0951'4.6 FEET NE OF N EDGE OF N CURB OF US 70 W BOUND LANE. EZ0951'29.7 FEET S OF 4 INCH MAGNOLIA BUSH. EZ0951'106.3 FEET WNW OF 24 INCH OAK W/ALUMINUM REF. TAG. EZ0951'111.3 FEET WSW OF SERVICE POLE W/ALUMINUM REF. TAG. EZ0951 EZ0951 STATION RECOVERY (1973) EZ0951 EZ0951'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0951'6 MI NNW FROM RALEIGH. EZ0951'TO REACH STATION FROM THE U.S. 70 UNDERPASS OF U.S. 1- U.S. 64 EZ0951'BYPASS (BELTLINE) IN NW RALEIGH, PROCEED NW ALONG U.S. 70 FOR EZ0951'2.0 MILES TO STATION ON RIGHT UNDER OVERHEAD POWER LINES, AND EZ0951'JUST NW OF CROSSOVER FOR FAIRHILL DRIVE LEADING SOUTH INTO GLEN EZ0951'FOREST SUBDIVISION, APPROXIMATELY 0.25 MILES EAST OF OAK PARK EZ0951'SHOPPING CENTER, 4.6 FT NE OF NORTH EDGE OF NORTH CURB OF U.S. 70 EZ0951'WEST BOUND LANE, 121.0 FT NW OF C/L OF DIRT DRIVE NORTH, 29.7 FT EZ0951'SOUTH OF 4 IN MAGNOLIA BUSH, 106.3 FT WNW OF 24 IN OAK W/ALUMINUM EZ0951'REF. TAG, AND 111.3 FT WSW OF SERVICE POLE W/ALUMINUM REF. TAG. EZ0951'DISK IS SET IN CONCRETE PRECAST MONUMENT 1 INCH BELOW THE SURFACE EZ0951'OF THE GROUND. EZ0951 EZ0951 STATION RECOVERY (1986) EZ0951 EZ0951'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ0951'MARK WAS NOT FOUND--IF IT STILL EXISTS, IT IS UNDER PAVEMENT OF THE EZ0951'DRIVEWAY TO THE GOLDEN CORRAL STEAKHOUSE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5125 *********************************************************************** EZ5125 DESIGNATION - GLENPEACE EZ5125 PID - EZ5125 EZ5125 STATE/COUNTY- NC/WAKE EZ5125 USGS QUAD - RALEIGH WEST (1988) EZ5125 EZ5125 *CURRENT SURVEY CONTROL EZ5125 ___________________________________________________________________ EZ5125* NAD 83(1986)- 35 47 19.37593(N) 078 38 49.14881(W) ADJUSTED EZ5125* NAVD 88 - 96.5 (meters) 317. (feet) VERTCON EZ5125 ___________________________________________________________________ EZ5125 LAPLACE CORR- -7.41 (seconds) DEFLEC99 EZ5125 GEOID HEIGHT- -32.85 (meters) GEOID03 EZ5125 EZ5125 HORZ ORDER - SECOND EZ5125 EZ5125.The North Carolina HARNS have been completed but, EZ5125.due to contractual restrictions, coordinates for these stations EZ5125.will NOT be published in the near future. In the interim, the EZ5125.published coordinates in North Carolina will not be EZ5125.consistent with the Continuously Operating Reference Stations EZ5125.(CORS). The HARN coordinates for these stations are available EZ5125.upon request. Contact Gary Thompson(919-733-3836). EZ5125. EZ5125.In addition, the published North Carolina positions EZ5125.(NAD 83 (1986)) are NOT consistent with those determined in EZ5125.adjacent state readjustments. The discontinuity between stations EZ5125.located in North Carolina and those in adjacent states EZ5125.which have been adjusted to the HARN may be as much as 5 EZ5125.decimeters. This will result in a significant loss of accuracy EZ5125.over lines crossing such state borders. EZ5125 EZ5125 EZ5125.The horizontal coordinates were established by classical geodetic methods EZ5125.and adjusted by the National Geodetic Survey in July 1986. EZ5125 EZ5125.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5125 EZ5125.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5125 EZ5125.The geoid height was determined by GEOID03. EZ5125 EZ5125; North East Units Scale Factor Converg. EZ5125;SPC NC - 226,215.455 641,512.234 MT 0.99991640 +0 12 13.5 EZ5125;SPC NC - 742,175.21 2,104,694.72 sFT 0.99991640 +0 12 13.5 EZ5125;UTM 17 - 3,963,068.771 712,654.872 MT 1.00015728 +1 22 35.6 EZ5125 EZ5125! - Elev Factor x Scale Factor = Combined Factor EZ5125!SPC NC - 0.99999001 x 0.99991640 = 0.99990641 EZ5125!UTM 17 - 0.99999001 x 1.00015728 = 1.00014729 EZ5125 EZ5125|---------------------------------------------------------------------| EZ5125| PID Reference Object Distance Geod. Az | EZ5125| dddmmss.s | EZ5125| EZ2531 PEACE 363.067 METERS 09116 | EZ5125|---------------------------------------------------------------------| EZ5125 EZ5125 SUPERSEDED SURVEY CONTROL EZ5125 EZ5125 NAD 27 - 35 47 18.83518(N) 078 38 50.13355(W) AD( ) 2 EZ5125 NGVD 29 (07/19/86) 96.8 (m) 318. (f) VERT ANG EZ5125 EZ5125.Superseded values are not recommended for survey control. EZ5125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5125.See file dsdata.txt to determine how the superseded data were derived. EZ5125 EZ5125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1265563069(NAD 83) EZ5125_MARKER: DE = TRAVERSE STATION DISK EZ5125_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. EZ5125_SP_SET: SIDEWALK EZ5125_STAMPING: GLENPEACE 1972 EZ5125_MARK LOGO: NCGS EZ5125_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ5125_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ5125 EZ5125 HISTORY - Date Condition Report By EZ5125 HISTORY - 1972 MONUMENTED NCGS EZ5125 HISTORY - 1985 GOOD USPSQD EZ5125 HISTORY - 19940831 GOOD NCGS EZ5125 HISTORY - 20040613 MARK NOT FOUND USPSQD EZ5125 EZ5125 STATION DESCRIPTION EZ5125 EZ5125'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ5125'GLENPEACE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5125'IN RALEIGH, NORTH CAROLINA. EZ5125' EZ5125'GLENPEACE IS IN THE SIDEWALK IN THE NORTHEAST QUADRANT OF EZ5125'GLENWOOD AVE. AND PEACE STREET, ABOUT 0.2 MILE WEST OF RR BRIDGE EZ5125'OVER PEACE ST., APPROXIMATELY 0.7 MILE NNW OF STATE CAPITOL SQUARE. EZ5125' EZ5125'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5125'GLENPEACE 1972, SET FLUSH IN THE SIDEWALK. EZ5125' EZ5125'MARK IS EZ5125' EZ5125'7.1 FT SW OF SW CORNER OF CAPITAL PAINT AND WALLPAPER CO. BLDG. EZ5125' EZ5125'5.6 FT NW OF BASE OF PP 62 WITH ALUMINUM REF. TAG EZ5125' EZ5125'26.1 FT N OF C/L OF PEACE ST. EZ5125' EZ5125'50.0 FT E OF C/L OF GLENWOOD AVE. EZ5125' EZ5125'27.6 FT SSE OF BASE OF PP 147 WITH ALUMINUM REF. TAG EZ5125' EZ5125'24.7 FT W OF FIREPLUG EZ5125 EZ5125 STATION RECOVERY (1985) EZ5125 EZ5125'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) EZ5125'RECOVERED IN GOOD CONDITION. EZ5125 EZ5125 STATION RECOVERY (1994) EZ5125 EZ5125'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (JGG) EZ5125'RECOVERED AS DESCRIBED. EZ5125 EZ5125 STATION RECOVERY (2004) EZ5125 EZ5125'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN) EZ5125'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6553 *********************************************************************** EZ6553 DESIGNATION - GLENPEACE EZ6553 PID - EZ6553 EZ6553 STATE/COUNTY- NC/WAKE EZ6553 USGS QUAD - RALEIGH WEST (1988) EZ6553 EZ6553 *CURRENT SURVEY CONTROL EZ6553 ___________________________________________________________________ EZ6553* NAD 83(1986)- 35 47 19.37593(N) 078 38 49.14881(W) ADJUSTED EZ6553* NAVD 88 - 96.5 (meters) 317. (feet) VERTCON EZ6553 ___________________________________________________________________ EZ6553 LAPLACE CORR- -7.41 (seconds) DEFLEC99 EZ6553 GEOID HEIGHT- -32.85 (meters) GEOID03 EZ6553 EZ6553 HORZ ORDER - SECOND EZ6553 EZ6553.The North Carolina HARNS have been completed but, EZ6553.due to contractual restrictions, coordinates for these stations EZ6553.will NOT be published in the near future. In the interim, the EZ6553.published coordinates in North Carolina will not be EZ6553.consistent with the Continuously Operating Reference Stations EZ6553.(CORS). The HARN coordinates for these stations are available EZ6553.upon request. Contact Gary Thompson(919-733-3836). EZ6553. EZ6553.In addition, the published North Carolina positions EZ6553.(NAD 83 (1986)) are NOT consistent with those determined in EZ6553.adjacent state readjustments. The discontinuity between stations EZ6553.located in North Carolina and those in adjacent states EZ6553.which have been adjusted to the HARN may be as much as 5 EZ6553.decimeters. This will result in a significant loss of accuracy EZ6553.over lines crossing such state borders. EZ6553 EZ6553 EZ6553.The horizontal coordinates were established by classical geodetic methods EZ6553.and adjusted by the National Geodetic Survey in December 1992. EZ6553 EZ6553.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6553 EZ6553.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6553 EZ6553.The geoid height was determined by GEOID03. EZ6553 EZ6553; North East Units Scale Factor Converg. EZ6553;SPC NC - 226,215.455 641,512.234 MT 0.99991640 +0 12 13.5 EZ6553;SPC NC - 742,175.21 2,104,694.72 sFT 0.99991640 +0 12 13.5 EZ6553;UTM 17 - 3,963,068.771 712,654.872 MT 1.00015728 +1 22 35.6 EZ6553 EZ6553! - Elev Factor x Scale Factor = Combined Factor EZ6553!SPC NC - 0.99999001 x 0.99991640 = 0.99990641 EZ6553!UTM 17 - 0.99999001 x 1.00015728 = 1.00014729 EZ6553 EZ6553 SUPERSEDED SURVEY CONTROL EZ6553 EZ6553 NGVD 29 (12/28/92) 96.8 (m) 318. (f) VERT ANG EZ6553 EZ6553.Superseded values are not recommended for survey control. EZ6553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6553.See file dsdata.txt to determine how the superseded data were derived. EZ6553 EZ6553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1265563069(NAD 83) EZ6553_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION EZ6553_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN EZ6553+WITH SETTING: PAVEMENT EZ6553_STAMPING: GLENPEACE 1972 EZ6553_MARK LOGO: NCGS EZ6553_MAGNETIC: N = NO MAGNETIC MATERIAL EZ6553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6553+STABILITY: SURFACE MOTION EZ6553 EZ6553 HISTORY - Date Condition Report By EZ6553 HISTORY - 1972 MONUMENTED NCGS EZ6553 HISTORY - 1983 GOOD NCGS EZ6553 HISTORY - 20040613 MARK NOT FOUND USPSQD EZ6553 EZ6553 STATION DESCRIPTION EZ6553 EZ6553'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG) EZ6553'THE STATION WAS RECOVERED AT THIS DATE. EZ6553'THE MARK WAS FOUND AS DESCRIBED IN GOOD CONDITION. EZ6553' EZ6553'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK. EZ6553 EZ6553 STATION RECOVERY (2004) EZ6553 EZ6553'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN) EZ6553'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5687 *********************************************************************** EZ5687 DESIGNATION - GLOVERS EZ5687 PID - EZ5687 EZ5687 STATE/COUNTY- NC/WAKE EZ5687 USGS QUAD - ZEBULON (1981) EZ5687 EZ5687 *CURRENT SURVEY CONTROL EZ5687 ___________________________________________________________________ EZ5687* NAD 83(1986)- 35 47 12.50497(N) 078 21 23.86920(W) ADJUSTED EZ5687* NAVD 88 - 98.6 (meters) 323. (feet) VERTCON EZ5687 ___________________________________________________________________ EZ5687 LAPLACE CORR- -4.34 (seconds) DEFLEC99 EZ5687 GEOID HEIGHT- -34.00 (meters) GEOID03 EZ5687 EZ5687 HORZ ORDER - SECOND EZ5687 EZ5687.The North Carolina HARNS have been completed but, EZ5687.due to contractual restrictions, coordinates for these stations EZ5687.will NOT be published in the near future. In the interim, the EZ5687.published coordinates in North Carolina will not be EZ5687.consistent with the Continuously Operating Reference Stations EZ5687.(CORS). The HARN coordinates for these stations are available EZ5687.upon request. Contact Gary Thompson(919-733-3836). EZ5687. EZ5687.In addition, the published North Carolina positions EZ5687.(NAD 83 (1986)) are NOT consistent with those determined in EZ5687.adjacent state readjustments. The discontinuity between stations EZ5687.located in North Carolina and those in adjacent states EZ5687.which have been adjusted to the HARN may be as much as 5 EZ5687.decimeters. This will result in a significant loss of accuracy EZ5687.over lines crossing such state borders. EZ5687 EZ5687 EZ5687.The horizontal coordinates were established by classical geodetic methods EZ5687.and adjusted by the National Geodetic Survey in January 1990. EZ5687 EZ5687.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5687 EZ5687.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5687 EZ5687.The geoid height was determined by GEOID03. EZ5687 EZ5687; North East Units Scale Factor Converg. EZ5687;SPC NC - 226,135.430 667,760.243 MT 0.99991609 +0 22 16.8 EZ5687;SPC NC - 741,912.66 2,190,810.06 sFT 0.99991609 +0 22 16.8 EZ5687;UTM 17 - 3,963,526.686 738,907.218 MT 1.00030338 +1 32 47.4 EZ5687 EZ5687! - Elev Factor x Scale Factor = Combined Factor EZ5687!SPC NC - 0.99998986 x 0.99991609 = 0.99990595 EZ5687!UTM 17 - 0.99998986 x 1.00030338 = 1.00029324 EZ5687 EZ5687: Primary Azimuth Mark Grid Az EZ5687:SPC NC - WHITLEY WAY 041 26 37.9 EZ5687:UTM 17 - WHITLEY WAY 040 16 07.3 EZ5687 EZ5687|---------------------------------------------------------------------| EZ5687| PID Reference Object Distance Geod. Az | EZ5687| dddmmss.s | EZ5687| EZ5713 WHITLEY WAY 451.417 METERS 0414854.7 | EZ5687| EZ5686 EXCHANGE 367.871 METERS 22504 | EZ5687|---------------------------------------------------------------------| EZ5687 EZ5687 SUPERSEDED SURVEY CONTROL EZ5687 EZ5687 NGVD 29 (01/12/90) 98.9 (m) 324. (f) VERT ANG EZ5687 EZ5687.Superseded values are not recommended for survey control. EZ5687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5687.See file dsdata.txt to determine how the superseded data were derived. EZ5687 EZ5687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3890763527(NAD 83) EZ5687_MARKER: DE = TRAVERSE STATION DISK EZ5687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5687_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5687+STABILITY: SURFACE MOTION EZ5687_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ5687+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005 EZ5687 EZ5687 HISTORY - Date Condition Report By EZ5687 HISTORY - 1980 MONUMENTED NCGS EZ5687 HISTORY - 1987 GOOD USPSQD EZ5687 HISTORY - 20050415 GOOD USPSQD EZ5687 EZ5687 STATION DESCRIPTION EZ5687 EZ5687'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EZ5687'THE STATION IS LOCATED APPROXIMATELY 0.8 MILE EAST OF WENDELL. EZ5687' EZ5687'TO REACH THE STATION FROM THE INTERSECTION OF US 64 BUSINESS WITH NC EZ5687'231 IN WENDELL, PROCEED NORTHEAST ALONG US 64 BUSINESS FOR 0.4 MILE TO EZ5687'STATION ON THE RIGHT IN FRONT OF GLOVERS REST HOME, AND ACROSS HIGHWAY EZ5687'FROM CHAMPION PRODUCTS PLANT. EZ5687' EZ5687'STATION MARK IS A STANDARD DISK STAMPED---GLOVERS 1980---SET IN TOP OF EZ5687'A 10 INCH CONCRETE CYLINDER 2 INCHES BELOW GROUND SURFACE.THE MARK IS EZ5687'29.4 FEET SOUTHEAST OF THE CENTERLINE OF US 64 BUSINESS, 116.5 FEET EZ5687'WEST-NORTHWEST OF NORTHEAST CORNER OF REST HOME, 72.4 FEET EZ5687'WEST-SOUTHWEST OF POWER POLE NO. 908 WITH REFERENCE TAG, 142.4 FEET EZ5687'NORTHEAST OF POWER POLE WITH LIGHT AND REFERENCE TAG, AND 18.1 FEET EZ5687'EAST-NORTHEAST OF--SPEED LIMIT 35--SIGN POST. EZ5687 EZ5687 STATION RECOVERY (1987) EZ5687 EZ5687'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ5687'RECOVERED IN GOOD CONDITION. EZ5687 EZ5687 STATION RECOVERY (2005) EZ5687 EZ5687'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ5687'N 35 47.208 EZ5687'W 078 21.397 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1050 *********************************************************************** EZ1050 DESIGNATION - GOLD EZ1050 PID - EZ1050 EZ1050 STATE/COUNTY- NC/WAKE EZ1050 USGS QUAD - APEX (1993) EZ1050 EZ1050 *CURRENT SURVEY CONTROL EZ1050 ___________________________________________________________________ EZ1050* NAD 83(1986)- 35 38 31.37896(N) 078 49 58.80660(W) ADJUSTED EZ1050* NAVD 88 - 130.889 (meters) 429.43 (feet) ADJUSTED EZ1050 ___________________________________________________________________ EZ1050 LAPLACE CORR- -5.25 (seconds) DEFLEC99 EZ1050 GEOID HEIGHT- -32.48 (meters) GEOID03 EZ1050 DYNAMIC HT - 130.774 (meters) 429.05 (feet) COMP EZ1050 MODELED GRAV- 979,752.4 (mgal) NAVD 88 EZ1050 EZ1050 HORZ ORDER - SECOND EZ1050 VERT ORDER - SECOND CLASS 0 EZ1050 EZ1050.The North Carolina HARNS have been completed but, EZ1050.due to contractual restrictions, coordinates for these stations EZ1050.will NOT be published in the near future. In the interim, the EZ1050.published coordinates in North Carolina will not be EZ1050.consistent with the Continuously Operating Reference Stations EZ1050.(CORS). The HARN coordinates for these stations are available EZ1050.upon request. Contact Gary Thompson(919-733-3836). EZ1050. EZ1050.In addition, the published North Carolina positions EZ1050.(NAD 83 (1986)) are NOT consistent with those determined in EZ1050.adjacent state readjustments. The discontinuity between stations EZ1050.located in North Carolina and those in adjacent states EZ1050.which have been adjusted to the HARN may be as much as 5 EZ1050.decimeters. This will result in a significant loss of accuracy EZ1050.over lines crossing such state borders. EZ1050 EZ1050 EZ1050.The horizontal coordinates were established by classical geodetic methods EZ1050.and adjusted by the National Geodetic Survey in July 1986. EZ1050 EZ1050.The orthometric height was determined by differential leveling EZ1050.and adjusted by the National Geodetic Survey in June 1991. EZ1050 EZ1050.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1050 EZ1050.The geoid height was determined by GEOID03. EZ1050 EZ1050.The dynamic height is computed by dividing the NAVD 88 EZ1050.geopotential number by the normal gravity value computed on the EZ1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1050.degrees latitude (g = 980.6199 gals.). EZ1050 EZ1050.The modeled gravity was interpolated from observed gravity values. EZ1050 EZ1050; North East Units Scale Factor Converg. EZ1050;SPC NC - 209,899.853 624,724.556 MT 0.99989572 +0 05 47.0 EZ1050;SPC NC - 688,646.43 2,049,617.15 sFT 0.99989572 +0 05 47.0 EZ1050;UTM 17 - 3,946,410.370 696,200.310 MT 1.00007438 +1 15 47.4 EZ1050 EZ1050! - Elev Factor x Scale Factor = Combined Factor EZ1050!SPC NC - 0.99998455 x 0.99989572 = 0.99988028 EZ1050!UTM 17 - 0.99998455 x 1.00007438 = 1.00005893 EZ1050 EZ1050: Primary Azimuth Mark Grid Az EZ1050:SPC NC - POND 160 59 55.1 EZ1050:UTM 17 - POND 159 49 54.7 EZ1050 EZ1050|---------------------------------------------------------------------| EZ1050| PID Reference Object Distance Geod. Az | EZ1050| dddmmss.s | EZ1050| EZ1049 POND 461.276 METERS 1610542.1 | EZ1050| EZ1051 HICKORY 376.600 METERS 35359 | EZ1050|---------------------------------------------------------------------| EZ1050 EZ1050 SUPERSEDED SURVEY CONTROL EZ1050 EZ1050 NAD 27 - 35 38 30.82605(N) 078 49 59.76750(W) AD( ) 2 EZ1050 NGVD 29 (??/??/92) 131.149 (m) 430.28 (f) ADJ UNCH 2 0 EZ1050 EZ1050.Superseded values are not recommended for survey control. EZ1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1050.See file dsdata.txt to determine how the superseded data were derived. EZ1050 EZ1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9620046410(NAD 83) EZ1050_MARKER: DE = TRAVERSE STATION DISK EZ1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1050_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1050_STAMPING: GOLD 1967 EZ1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1050+STABILITY: SURFACE MOTION EZ1050 EZ1050 HISTORY - Date Condition Report By EZ1050 HISTORY - 1967 MONUMENTED NCGS EZ1050 HISTORY - 1973 GOOD NCGS EZ1050 HISTORY - 1979 GOOD LOCSUR EZ1050 HISTORY - 20050424 MARK NOT FOUND GEOCAC EZ1050 EZ1050 STATION DESCRIPTION EZ1050 EZ1050'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1050'GOLD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ1050'THE VICINITY OF APEX, NORTH CAROLINA. EZ1050' EZ1050'GOLD IS LOCATED APPROXIMATELY 0.7 MILES SOUTH OF THE CENTER EZ1050'OF HOLLY SPRINGS. TO REACH STATION PROCEED FROM THE EZ1050'INTERSECTION OF CENTER ST. WITH MAIN ST. (NC 55), GO SOUTH ON NC EZ1050'55 FOR 0.65 MILES TO STATION. WHICH IS ON THE WEST BANK OF EZ1050'NC 55, AT EAST SIDE OF FENCE AND WOODS LINE, AND 0.3 MILES EZ1050'NORTH OF INTERSECTION OF SR 1114 WITH NC 55. EZ1050' EZ1050'STATION MARK IS STANDARD N. C. BRASS TRAVERSE DISK, STAMPED GOLD EZ1050'1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ1050'IS 2 INCHES ABOVE THE SURFACE OF THE GROUND. EZ1050' EZ1050'MARK IS EZ1050' EZ1050'30.5 FT W OF C/L OF NC 55 EZ1050' EZ1050'19.3 FT NNE OF FENCE POST ON W SIDE OF NC 55, AND WITH ALUMINUM EZ1050'REF. TAG EZ1050' EZ1050'5.7 FT NE OF FENCE POST ON W SIDE OF NC 55, AND WITH ALUMINUM EZ1050'REF. TAG EZ1050' EZ1050'26.2 FT SSE OF FENCE POST ON W SIDE OF NC 55, AND WITH ALUMINUM EZ1050'REF. TAG EZ1050' EZ1050'4.0 FT E OF 4 STRAND WIRE FENCE EZ1050 EZ1050 STATION RECOVERY (1973) EZ1050 EZ1050'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1050'0.7 MI S FROM HOLLY SPRINGS. EZ1050'GOLD IS LOCATED APPROXIMATELY 14.6 MILES SW OF CAPITOL SQUARE EZ1050'IN RALEIGH. TO REACH STATION FROM INTERSECTION OF NC 55 EZ1050'(MAIN STREET) AND CENTER STREET IN HOLLY SPRINGS, PROCEED EZ1050'SOUTH ALONG NC 55 FOR 0.65 MILES TO STATION ON RIGHT ON WEST BANK EZ1050'AT EAST SIDE OF FENCE AND WOODS LINE, 0.3 MILES NORTH OF INTERSECTION EZ1050'WITH SR 1114, 30.5 FT W OF C/L OF NC 55, 4.0 FT E OF 4 STRAND EZ1050'WIRE FENCE, 5.7 FT NE OF FENCE POST W/ALUMINUM REF. TAG, 19.3 FT EZ1050'NNE OF FENCE POST W/ALUMINUM REF. TAG, 26.2 FT SSE OF FENCE POST EZ1050'W/ALUMINUM REF. TAG, AND 174.0 FT S OF TP 24 W/ALUMINUM REF. TAG. EZ1050'DISK IS SET IN CONCRETE CYLINDER 2 INCHES ABOVE THE SURFACE OF EZ1050'THE GROUND. EZ1050 EZ1050 STATION RECOVERY (1979) EZ1050 EZ1050'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (ARB) EZ1050'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ1050 EZ1050 STATION RECOVERY (2005) EZ1050 EZ1050'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ1050'THE SHOULDER OF ROAD HAS BEEN DISTURBED BY INSTALLATION OF NEW POWER EZ1050'POLES AND UNDERGROUND UTILITIES. EZ1050' EZ1050' 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5026 *********************************************************************** EZ5026 DESIGNATION - GOLDUR EZ5026 PID - EZ5026 EZ5026 STATE/COUNTY- NC/WAKE EZ5026 USGS QUAD - WAKE FOREST (1987) EZ5026 EZ5026 *CURRENT SURVEY CONTROL EZ5026 ___________________________________________________________________ EZ5026* NAD 83(1986)- 35 58 45.47604(N) 078 31 02.55292(W) ADJUSTED EZ5026* NAVD 88 - 108.0 (meters) 354. (feet) VERTCON EZ5026 ___________________________________________________________________ EZ5026 LAPLACE CORR- -7.11 (seconds) DEFLEC99 EZ5026 GEOID HEIGHT- -32.88 (meters) GEOID03 EZ5026 EZ5026 HORZ ORDER - SECOND EZ5026 EZ5026.The North Carolina HARNS have been completed but, EZ5026.due to contractual restrictions, coordinates for these stations EZ5026.will NOT be published in the near future. In the interim, the EZ5026.published coordinates in North Carolina will not be EZ5026.consistent with the Continuously Operating Reference Stations EZ5026.(CORS). The HARN coordinates for these stations are available EZ5026.upon request. Contact Gary Thompson(919-733-3836). EZ5026. EZ5026.In addition, the published North Carolina positions EZ5026.(NAD 83 (1986)) are NOT consistent with those determined in EZ5026.adjacent state readjustments. The discontinuity between stations EZ5026.located in North Carolina and those in adjacent states EZ5026.which have been adjusted to the HARN may be as much as 5 EZ5026.decimeters. This will result in a significant loss of accuracy EZ5026.over lines crossing such state borders. EZ5026 EZ5026 EZ5026.The horizontal coordinates were established by classical geodetic methods EZ5026.and adjusted by the National Geodetic Survey in July 1986. EZ5026 EZ5026.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5026 EZ5026.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5026 EZ5026.The geoid height was determined by GEOID03. EZ5026 EZ5026; North East Units Scale Factor Converg. EZ5026;SPC NC - 247,409.648 653,125.553 MT 0.99995309 +0 16 42.8 EZ5026;SPC NC - 811,709.82 2,142,796.09 sFT 0.99995309 +0 16 42.8 EZ5026;UTM 17 - 3,984,502.398 723,833.358 MT 1.00021739 +1 27 32.9 EZ5026 EZ5026! - Elev Factor x Scale Factor = Combined Factor EZ5026!SPC NC - 0.99998821 x 0.99995309 = 0.99994130 EZ5026!UTM 17 - 0.99998821 x 1.00021739 = 1.00020559 EZ5026 EZ5026 SUPERSEDED SURVEY CONTROL EZ5026 EZ5026 NAD 27 - 35 58 44.93088(N) 078 31 03.55268(W) AD( ) 2 EZ5026 NGVD 29 (07/19/86) 108.3 (m) 355. (f) VERT ANG EZ5026 EZ5026.Superseded values are not recommended for survey control. EZ5026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5026.See file dsdata.txt to determine how the superseded data were derived. EZ5026 EZ5026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2383384502(NAD 83) EZ5026_MARKER: DE = TRAVERSE STATION DISK EZ5026_SETTING: 0 = UNSPECIFIED SETTING EZ5026_MAGNETIC: N = NO MAGNETIC MATERIAL EZ5026_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ5026 EZ5026 HISTORY - Date Condition Report By EZ5026 HISTORY - 1978 MONUMENTED NCGS EZ5026 HISTORY - 1985 GOOD USPSQD EZ5026 HISTORY - 1987 GOOD USPSQD EZ5026 HISTORY - 1987 GOOD USPSQD EZ5026 HISTORY - 1987 GOOD USPSQD EZ5026 HISTORY - 20050621 GOOD GEOCAC EZ5026 EZ5026 STATION DESCRIPTION EZ5026 EZ5026'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ5026'THE STATION IS LOCATED IN THE WEST SECTION OF WAKE FOREST. EZ5026' EZ5026'TO REACH THE STATION FROM THE SOUTHERNMOST INTERSECTION OF US 1A WITH EZ5026'NC 98 IN WAKE FOREST, PROCEED WESTERLY ALONG NC 98 FOR 0.3 MILE TO EZ5026'STATION ON THE LEFT, IN SIDEWALK ON PROLONGATION OF THE WEST SIDE OF A EZ5026'ONE AND ONE-HALF STORY HOUSE WITH WHITE ALUMINUM SIDING --NUMBER 361. EZ5026' EZ5026'STATION MARK IS A STANDARD DISK STAMPED---GOLDUR 1978--- SET FLUSH IN EZ5026'A DRILL HOLE IN CONCRETE SIDEWALK. THE MARK IS 25.0 FEET SOUTH OF EZ5026'CENTERLINE OF NC 98, 55.3 FEET NORTH OF NORTHWEST CORNER OF HOUSE EZ5026'NUMBER 361, 57.1 FEET NORTHWEST OF NORTHEAST CORNER OF HOUSE NUMBER EZ5026'361, 38.7 FEET EAST OF POWER POLE 230-8 AND TELEPHONE PEDESTAL WITH EZ5026'REFERENCE TAG AND 57.3 FEET WEST OF 24 INCH OAK WITH REFERENCE TAG. EZ5026 EZ5026 STATION RECOVERY (1985) EZ5026 EZ5026'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ5026'RECOVERED IN GOOD CONDITION. EZ5026 EZ5026 STATION RECOVERY (1987) EZ5026 EZ5026'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ5026'RECOVERED IN GOOD CONDITION. EZ5026 EZ5026 STATION RECOVERY (1987) EZ5026 EZ5026'RECOVERY NOTE BY US POWER SQUADRON 1987 (SM) EZ5026'RECOVERED IN GOOD CONDITION. EZ5026 EZ5026 STATION RECOVERY (1987) EZ5026 EZ5026'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS) EZ5026'RECOVERED IN GOOD CONDITION. EZ5026 EZ5026 STATION RECOVERY (2005) EZ5026 EZ5026'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ5026'RECOVERED IN GOOD CONDITION IN CITY SIDEWALK. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5027 *********************************************************************** EZ5027 DESIGNATION - GOLFING EZ5027 PID - EZ5027 EZ5027 STATE/COUNTY- NC/WAKE EZ5027 USGS QUAD - WAKE FOREST (1987) EZ5027 EZ5027 *CURRENT SURVEY CONTROL EZ5027 ___________________________________________________________________ EZ5027* NAD 83(1986)- 35 58 43.09131(N) 078 31 11.91196(W) ADJUSTED EZ5027* NAVD 88 - 96.5 (meters) 317. (feet) VERTCON EZ5027 ___________________________________________________________________ EZ5027 LAPLACE CORR- -7.11 (seconds) DEFLEC99 EZ5027 GEOID HEIGHT- -32.87 (meters) GEOID03 EZ5027 EZ5027 HORZ ORDER - SECOND EZ5027 EZ5027.The North Carolina HARNS have been completed but, EZ5027.due to contractual restrictions, coordinates for these stations EZ5027.will NOT be published in the near future. In the interim, the EZ5027.published coordinates in North Carolina will not be EZ5027.consistent with the Continuously Operating Reference Stations EZ5027.(CORS). The HARN coordinates for these stations are available EZ5027.upon request. Contact Gary Thompson(919-733-3836). EZ5027. EZ5027.In addition, the published North Carolina positions EZ5027.(NAD 83 (1986)) are NOT consistent with those determined in EZ5027.adjacent state readjustments. The discontinuity between stations EZ5027.located in North Carolina and those in adjacent states EZ5027.which have been adjusted to the HARN may be as much as 5 EZ5027.decimeters. This will result in a significant loss of accuracy EZ5027.over lines crossing such state borders. EZ5027 EZ5027 EZ5027.The horizontal coordinates were established by classical geodetic methods EZ5027.and adjusted by the National Geodetic Survey in July 1986. EZ5027 EZ5027.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5027 EZ5027.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5027 EZ5027.The geoid height was determined by GEOID03. EZ5027 EZ5027; North East Units Scale Factor Converg. EZ5027;SPC NC - 247,335.014 652,891.460 MT 0.99995294 +0 16 37.4 EZ5027;SPC NC - 811,464.96 2,142,028.07 sFT 0.99995294 +0 16 37.4 EZ5027;UTM 17 - 3,984,422.936 723,600.791 MT 1.00021610 +1 27 27.3 EZ5027 EZ5027! - Elev Factor x Scale Factor = Combined Factor EZ5027!SPC NC - 0.99999001 x 0.99995294 = 0.99994295 EZ5027!UTM 17 - 0.99999001 x 1.00021610 = 1.00020611 EZ5027 EZ5027|---------------------------------------------------------------------| EZ5027| PID Reference Object Distance Geod. Az | EZ5027| dddmmss.s | EZ5027| EZ5026 GOLDUR 245.715 METERS 07236 | EZ5027| EZ5028 RICHLAND 270.244 METERS 25607 | EZ5027|---------------------------------------------------------------------| EZ5027 EZ5027 SUPERSEDED SURVEY CONTROL EZ5027 EZ5027 NAD 27 - 35 58 42.54644(N) 078 31 12.91198(W) AD( ) 2 EZ5027 NGVD 29 (07/19/86) 96.8 (m) 318. (f) VERT ANG EZ5027 EZ5027.Superseded values are not recommended for survey control. EZ5027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5027.See file dsdata.txt to determine how the superseded data were derived. EZ5027 EZ5027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2360184423(NAD 83) EZ5027_MARKER: DE = TRAVERSE STATION DISK EZ5027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5027_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5027_MAGNETIC: N = NO MAGNETIC MATERIAL EZ5027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5027+STABILITY: SURFACE MOTION EZ5027 EZ5027 HISTORY - Date Condition Report By EZ5027 HISTORY - 1978 MONUMENTED NCGS EZ5027 EZ5027 STATION DESCRIPTION EZ5027 EZ5027'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ5027'THE STATION IS LOCATED IN THE WEST SECTION OF WAKE FOREST. EZ5027' EZ5027'TO REACH THE STATION FROM THE INTERSECTION OF US 1A WITH NC 98 IN EZ5027'WAKE FOREST, PROCEED WESTERLY ALONG NC 98 FOR 0.5 MILE TO STATION ON EZ5027'THE LEFT, APPROXIMATELY 125 FEET EAST-SOUTHEAST OF EIGTH HOLE OF NCGS EZ5027'PASCHAL GOLF COURSE AND 1.1 MILE EAST OF US 1 OVERPASS OF NC 98. EZ5027' EZ5027'STATION MARK IS A STANDARD DISK STAMPED---GOLFING 1978--- SET IN THE EZ5027'TOP OF A CONCRETE CYLINDER 14 INCHES IN DIAMETER WHICH IS FLUSH WITH EZ5027'THE GROUND SURFACE. THE MARK IS 21.2 FEET SOUTH OF CENTERLINE OF NC EZ5027'98, 54.5 FEET SOUTHWEST OF MIDDLE SUPPORT POLE FOR TWO LARGE EZ5027'TRANSFORMERS WITH REFERENCE TAG, 20.8 FEET WEST-NORTHWEST OF 14 INCH EZ5027'PINE WITH REFERENCE TAG, 9.6 FEET NORTH OF FENCE POST WITH REFERENCE EZ5027'TAG AND 22.3 FEET NORTHEAST OF FENCE POST WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2366 *********************************************************************** EZ2366 DESIGNATION - GORE EZ2366 PID - EZ2366 EZ2366 STATE/COUNTY- NC/WAKE EZ2366 USGS QUAD - KNIGHTDALE (1993) EZ2366 EZ2366 *CURRENT SURVEY CONTROL EZ2366 ___________________________________________________________________ EZ2366* NAD 83(1986)- 35 47 53.88469(N) 078 29 26.63819(W) ADJUSTED EZ2366* NAVD 88 - 98.851 (meters) 324.31 (feet) ADJUSTED EZ2366 ___________________________________________________________________ EZ2366 LAPLACE CORR- -6.58 (seconds) DEFLEC99 EZ2366 GEOID HEIGHT- -33.53 (meters) GEOID03 EZ2366 DYNAMIC HT - 98.764 (meters) 324.03 (feet) COMP EZ2366 MODELED GRAV- 979,753.4 (mgal) NAVD 88 EZ2366 EZ2366 HORZ ORDER - SECOND EZ2366 VERT ORDER - SECOND CLASS II EZ2366 EZ2366.The North Carolina HARNS have been completed but, EZ2366.due to contractual restrictions, coordinates for these stations EZ2366.will NOT be published in the near future. In the interim, the EZ2366.published coordinates in North Carolina will not be EZ2366.consistent with the Continuously Operating Reference Stations EZ2366.(CORS). The HARN coordinates for these stations are available EZ2366.upon request. Contact Gary Thompson(919-733-3836). EZ2366. EZ2366.In addition, the published North Carolina positions EZ2366.(NAD 83 (1986)) are NOT consistent with those determined in EZ2366.adjacent state readjustments. The discontinuity between stations EZ2366.located in North Carolina and those in adjacent states EZ2366.which have been adjusted to the HARN may be as much as 5 EZ2366.decimeters. This will result in a significant loss of accuracy EZ2366.over lines crossing such state borders. EZ2366 EZ2366 EZ2366.The horizontal coordinates were established by classical geodetic methods EZ2366.and adjusted by the National Geodetic Survey in July 1986. EZ2366 EZ2366.The orthometric height was determined by differential leveling EZ2366.and adjusted by the National Geodetic Survey in June 1991. EZ2366 EZ2366.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2366 EZ2366.The geoid height was determined by GEOID03. EZ2366 EZ2366.The dynamic height is computed by dividing the NAVD 88 EZ2366.geopotential number by the normal gravity value computed on the EZ2366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2366.degrees latitude (g = 980.6199 gals.). EZ2366 EZ2366.The modeled gravity was interpolated from observed gravity values. EZ2366 EZ2366; North East Units Scale Factor Converg. EZ2366;SPC NC - 227,340.288 655,631.288 MT 0.99991798 +0 17 38.2 EZ2366;SPC NC - 745,865.59 2,151,016.98 sFT 0.99991798 +0 17 38.2 EZ2366;UTM 17 - 3,964,482.949 726,751.842 MT 1.00023362 +1 28 06.2 EZ2366 EZ2366! - Elev Factor x Scale Factor = Combined Factor EZ2366!SPC NC - 0.99998975 x 0.99991798 = 0.99990773 EZ2366!UTM 17 - 0.99998975 x 1.00023362 = 1.00022337 EZ2366 EZ2366: Primary Azimuth Mark Grid Az EZ2366:SPC NC - FINCH 273 13 45.2 EZ2366:UTM 17 - FINCH 272 03 17.2 EZ2366 EZ2366|---------------------------------------------------------------------| EZ2366| PID Reference Object Distance Geod. Az | EZ2366| dddmmss.s | EZ2366| EZ2365 FINCH APPROX. 0.7 KM 2733123.4 | EZ2366|---------------------------------------------------------------------| EZ2366 EZ2366 SUPERSEDED SURVEY CONTROL EZ2366 EZ2366 NAD 27 - 35 47 53.34750(N) 078 29 27.62768(W) AD( ) 2 EZ2366 NGVD 29 (??/??/92) 99.129 (m) 325.23 (f) ADJ UNCH 2 2 EZ2366 EZ2366.Superseded values are not recommended for survey control. EZ2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2366.See file dsdata.txt to determine how the superseded data were derived. EZ2366 EZ2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2675264483(NAD 83) EZ2366_MARKER: DE = TRAVERSE STATION DISK EZ2366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2366_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2366_STAMPING: GORE 1965 EZ2366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2366+STABILITY: SURFACE MOTION EZ2366 EZ2366 HISTORY - Date Condition Report By EZ2366 HISTORY - 1965 MONUMENTED NCGS EZ2366 HISTORY - 1976 GOOD NCGS EZ2366 EZ2366 STATION DESCRIPTION EZ2366 EZ2366'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ2366'GORE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2366'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ2366' EZ2366'GORE IS 8.5 MILES ENE OF RALEIGH AND 0.9 MILES W OF EZ2366'KNIGHTDALE. LOCATED 2.9 MILES E ALONG U.S. 64 FROM BRIDGE OVER EZ2366'NEUSE RIVER. 1.6 MILES E OF SR 2516. 0.2 MILES W OF SR 2233. AND EZ2366'IN THE MEDIAN. EZ2366' EZ2366'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2366'GORE 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2366'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ2366' EZ2366'MARK IS EZ2366' EZ2366'50.4 FT S OF C/L OF W BOUND LANE EZ2366' EZ2366'70.6 FT N OF C/L OF E BOUND LANE EZ2366' EZ2366'70.6 FT S OF ROAD SIGN WITH ALUMINUN REF. TAG EZ2366' EZ2366'91.8 FT S OF PP WITH ALUMINUM REF. TAG EZ2366' EZ2366'38.9 FT S OF YELLOW ARROW PAINTED ON W BOUND LANE EZ2366' EZ2366'6.0 FT N OF YELLOW ARROW PAINTED ON E BOUND LANE EZ2366' EZ2366'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ2366 EZ2366 STATION RECOVERY (1976) EZ2366 EZ2366'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2366'0.9 MI NW FROM KNIGHTDALE. EZ2366'TO REACH STATION FROM THE US 64 BRIDGE OVER THE NEUSE RIVER, PROCEED EZ2366'EAST ALONG US 64 FOR 2.8 MILES TO STATION ON LEFT IN MEDIAN, 0.2 MILES EZ2366'WEST OF SR 2233 CROSSROADS AT NORTHWEST EDGE OF KNIGHTDALE. 50.4 FT. S EZ2366'OF CENTERLINE OF US 64 WEST BOUND LANE, 16.9 FT. N OF CENTERLINE OF US EZ2366'64 EAST BOUND LANE, 161.9 FT. ESE OF METAL SIGNAL SIGN POST IN MEDIAN, EZ2366'179.2 FT. WNW OF A FLASHING SPEED LIMIT SIGN POST WITH ALUMINUM REF. EZ2366'TAG, 149.8 FT. WSW OF A TELEPHONE PEDESTAL NO. P369 ON NORTH SIDE OF EZ2366'HIGHWAY, 184.1 FT. NW OF A SERVICE POLE WITH SWITCH, RELAY BOXES AND EZ2366'ALUMINUM REF. TAG AND 91.0 FT. SSE OF A POWER POLE WITH ALUMINUM REF. EZ2366'TAG. DISK IS SET IN CONCRETE CYLINDER, 2 INCHES BELOW THE SURFACE OF EZ2366'THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6451 *********************************************************************** EZ6451 DESIGNATION - GORMAN AZ MK EZ6451 PID - EZ6451 EZ6451 STATE/COUNTY- NC/WAKE EZ6451 USGS QUAD - RALEIGH WEST (1988) EZ6451 EZ6451 *CURRENT SURVEY CONTROL EZ6451 ___________________________________________________________________ EZ6451* NAD 83(1986)- 35 46 01.84284(N) 078 41 50.90398(W) ADJUSTED EZ6451* NAVD 88 - 110.119 (meters) 361.28 (feet) ADJUSTED EZ6451 ___________________________________________________________________ EZ6451 LAPLACE CORR- -6.75 (seconds) DEFLEC99 EZ6451 GEOID HEIGHT- -32.69 (meters) GEOID03 EZ6451 DYNAMIC HT - 110.024 (meters) 360.97 (feet) COMP EZ6451 MODELED GRAV- 979,763.8 (mgal) NAVD 88 EZ6451 EZ6451 HORZ ORDER - SECOND EZ6451 VERT ORDER - SECOND CLASS I EZ6451 EZ6451.The North Carolina HARNS have been completed but, EZ6451.due to contractual restrictions, coordinates for these stations EZ6451.will NOT be published in the near future. In the interim, the EZ6451.published coordinates in North Carolina will not be EZ6451.consistent with the Continuously Operating Reference Stations EZ6451.(CORS). The HARN coordinates for these stations are available EZ6451.upon request. Contact Gary Thompson(919-733-3836). EZ6451. EZ6451.In addition, the published North Carolina positions EZ6451.(NAD 83 (1986)) are NOT consistent with those determined in EZ6451.adjacent state readjustments. The discontinuity between stations EZ6451.located in North Carolina and those in adjacent states EZ6451.which have been adjusted to the HARN may be as much as 5 EZ6451.decimeters. This will result in a significant loss of accuracy EZ6451.over lines crossing such state borders. EZ6451 EZ6451 EZ6451.The horizontal coordinates were established by classical geodetic methods EZ6451.and adjusted by the National Geodetic Survey in March 1992. EZ6451 EZ6451.The orthometric height was determined by differential leveling EZ6451.and adjusted by the National Geodetic Survey in December 1991. EZ6451 EZ6451.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6451 EZ6451.The geoid height was determined by GEOID03. EZ6451 EZ6451.The dynamic height is computed by dividing the NAVD 88 EZ6451.geopotential number by the normal gravity value computed on the EZ6451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6451.degrees latitude (g = 980.6199 gals.). EZ6451 EZ6451.The modeled gravity was interpolated from observed gravity values. EZ6451 EZ6451; North East Units Scale Factor Converg. EZ6451;SPC NC - 223,810.969 636,955.667 MT 0.99991296 +0 10 28.6 EZ6451;SPC NC - 734,286.49 2,089,745.38 sFT 0.99991296 +0 10 28.6 EZ6451;UTM 17 - 3,960,570.993 708,147.410 MT 1.00013390 +1 20 46.7 EZ6451 EZ6451! - Elev Factor x Scale Factor = Combined Factor EZ6451!SPC NC - 0.99998785 x 0.99991296 = 0.99990081 EZ6451!UTM 17 - 0.99998785 x 1.00013390 = 1.00012175 EZ6451 EZ6451 SUPERSEDED SURVEY CONTROL EZ6451 EZ6451 NAVD 88 (03/04/92) 110.12 (m) 361.3 (f) LEVELING 3 EZ6451 EZ6451.Superseded values are not recommended for survey control. EZ6451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6451.See file dsdata.txt to determine how the superseded data were derived. EZ6451 EZ6451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0814760571(NAD 83) EZ6451_MARKER: DZ = AZIMUTH MARK DISK EZ6451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6451_SP_SET: CONCRETE POST EZ6451_STAMPING: GORMAN 1988 EZ6451_MARK LOGO: NCGS EZ6451_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6451+STABILITY: SURFACE MOTION EZ6451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6451+SATELLITE: SATELLITE OBSERVATIONS - 1988 EZ6451 EZ6451 HISTORY - Date Condition Report By EZ6451 HISTORY - 1988 MONUMENTED NCGS EZ6451 HISTORY - 20050706 GOOD GEOCAC EZ6451 EZ6451 STATION DESCRIPTION EZ6451 EZ6451'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ6451'STATION IS LOCATED IN SOUTHWEST RALEIGH. EZ6451'PROCEED ALONG GORMAN STREET FOR 0.65 KM (0.40 MI) NORTHEAST FROM THE EZ6451'I-40 OVERPASS TO AVENT FERRY ROAD, THENCE SOUTHWEST ALONG AVENT FERRY EZ6451'ROAD FOR 0.3 KM (0.2 MI) IN SHOULDER AT A STORE. EZ6451'STATION IS A STANDARD NCGS AZIMUTH MARK DISK STAMPED---GORMAN 1988---, EZ6451'SET IN TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 15 EZ6451'CM BELOW GROUND SURFACE, AND IS LEVEL WITH ROAD. LOCATED 3.2 M EZ6451'(10.5 FT) SOUTH-SOUTHEAST OF THE CURB OF AVENT FERRY ROAD, 1.6 M EZ6451'(5.2 FT) SOUTH-SOUTHEAST OF METAL ROAD SIGN, 31.1 M (102.0 FT) EZ6451'WEST-SOUTHWEST OF WEST END OF SIDEWALK, 31.4 M (103.0 FT) EZ6451'EAST-NORTHEAST OF POWER POLE WITH NIGHT LIGHT, 19.7 M (64.6 FT) WEST EZ6451'OF POWER POLE WITH NIGHT LIGHT,AND, 11.9 M (39.0 FT) NORTH-NORTHWEST EZ6451'OF 6-INCH CHERRY WITH REFERENCE TAG. EZ6451 EZ6451 STATION RECOVERY (2005) EZ6451 EZ6451'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ6451'RECOVERED AS DESCRIBED, IN THE 3400 BLOCK OF AVENT FERRY ROAD, WEST OF EZ6451'THE INTERESECTION WITH MERRIE ROAD. DELETE REFERENCES TO METAL ROAD EZ6451'SIGN AND 6-INCH CHERRY TREE. EZ6451' EZ6451' 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6437 *********************************************************************** EZ6437 DESIGNATION - GOVMOR EZ6437 PID - EZ6437 EZ6437 STATE/COUNTY- NC/WAKE EZ6437 USGS QUAD - RALEIGH WEST (1988) EZ6437 EZ6437 *CURRENT SURVEY CONTROL EZ6437 ___________________________________________________________________ EZ6437* NAD 83(1986)- 35 46 31.58946(N) 078 39 32.36417(W) ADJUSTED EZ6437* NAVD 88 - 95.246 (meters) 312.49 (feet) ADJUSTED EZ6437 ___________________________________________________________________ EZ6437 LAPLACE CORR- -7.26 (seconds) DEFLEC99 EZ6437 GEOID HEIGHT- -32.83 (meters) GEOID03 EZ6437 DYNAMIC HT - 95.163 (meters) 312.21 (feet) COMP EZ6437 MODELED GRAV- 979,769.0 (mgal) NAVD 88 EZ6437 EZ6437 HORZ ORDER - SECOND EZ6437 VERT ORDER - SECOND CLASS I EZ6437 EZ6437.The North Carolina HARNS have been completed but, EZ6437.due to contractual restrictions, coordinates for these stations EZ6437.will NOT be published in the near future. In the interim, the EZ6437.published coordinates in North Carolina will not be EZ6437.consistent with the Continuously Operating Reference Stations EZ6437.(CORS). The HARN coordinates for these stations are available EZ6437.upon request. Contact Gary Thompson(919-733-3836). EZ6437. EZ6437.In addition, the published North Carolina positions EZ6437.(NAD 83 (1986)) are NOT consistent with those determined in EZ6437.adjacent state readjustments. The discontinuity between stations EZ6437.located in North Carolina and those in adjacent states EZ6437.which have been adjusted to the HARN may be as much as 5 EZ6437.decimeters. This will result in a significant loss of accuracy EZ6437.over lines crossing such state borders. EZ6437 EZ6437 EZ6437.The horizontal coordinates were established by classical geodetic methods EZ6437.and adjusted by the National Geodetic Survey in March 1992. EZ6437 EZ6437.The orthometric height was determined by differential leveling EZ6437.and adjusted by the National Geodetic Survey in December 1991. EZ6437 EZ6437.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6437 EZ6437.The geoid height was determined by GEOID03. EZ6437 EZ6437.The dynamic height is computed by dividing the NAVD 88 EZ6437.geopotential number by the normal gravity value computed on the EZ6437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6437.degrees latitude (g = 980.6199 gals.). EZ6437 EZ6437.The modeled gravity was interpolated from observed gravity values. EZ6437 EZ6437; North East Units Scale Factor Converg. EZ6437;SPC NC - 224,738.977 640,432.161 MT 0.99991426 +0 11 48.6 EZ6437;SPC NC - 737,331.13 2,101,151.18 sFT 0.99991426 +0 11 48.6 EZ6437;UTM 17 - 3,961,570.142 711,604.988 MT 1.00015179 +1 22 08.7 EZ6437 EZ6437! - Elev Factor x Scale Factor = Combined Factor EZ6437!SPC NC - 0.99999020 x 0.99991426 = 0.99990446 EZ6437!UTM 17 - 0.99999020 x 1.00015179 = 1.00014199 EZ6437 EZ6437: Primary Azimuth Mark Grid Az EZ6437:SPC NC - PULLEN 309 17 49.2 EZ6437:UTM 17 - PULLEN 308 07 29.1 EZ6437 EZ6437|---------------------------------------------------------------------| EZ6437| PID Reference Object Distance Geod. Az | EZ6437| dddmmss.s | EZ6437| EZ6456 48 JS 1 19.104 METERS 00716 | EZ6437| EZ6436 PULLEN APPROX. 0.5 KM 3092937.8 | EZ6437|---------------------------------------------------------------------| EZ6437 EZ6437 SUPERSEDED SURVEY CONTROL EZ6437 EZ6437 NAVD 88 (03/04/92) 95.25 (m) 312.5 (f) LEVELING 3 EZ6437 EZ6437.Superseded values are not recommended for survey control. EZ6437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6437.See file dsdata.txt to determine how the superseded data were derived. EZ6437 EZ6437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1160561570(NAD 83) EZ6437_MARKER: DH = HORIZONTAL CONTROL DISK EZ6437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6437_SP_SET: CONCRETE POST EZ6437_STAMPING: GOVMOR 1988 EZ6437_MARK LOGO: NCGS EZ6437_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6437+STABILITY: SURFACE MOTION EZ6437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6437+SATELLITE: SATELLITE OBSERVATIONS - 1988 EZ6437 EZ6437 HISTORY - Date Condition Report By EZ6437 HISTORY - 1988 MONUMENTED NCGS EZ6437 EZ6437 STATION DESCRIPTION EZ6437 EZ6437'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ6437'STATION IS LOCATED IN SOUTHWEST RALEIGH. EZ6437'ALONG WESTERN BOULEVARD FOR 3.9 KM (2.4 MI) SOUTHEAST FROM THE EZ6437'BELTLINE-US 1-, OR 0.25 KM (0.16 MI) NORTHWEST OF CENTRAL PRISON IN EZ6437'MEDIAN AT ENTRANCE TO MOREHEAD SCHOOL. EZ6437'STATION IS A STANDARD NCGS DISK STAMPED---GOVMOR 1988---, SET IN TOP EZ6437'OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER, RECESSED 6 CM BELOW EZ6437'GROUND SURFACE, AND IS LEVEL WITH HIGHWAY. LOCATED 5.3 M (17.4 FT) EZ6437'NORTH-NORTHEAST OF THE CENTERLINE OF EASTBOUND LANES, 7.0 M EZ6437'(23.0 FT) SOUTH-SOUTHWEST OF CENTERLINE OF WESTBOUND LANES, 20.0 M EZ6437'(65.6 FT) SOUTH OF FIRE HYDRANT, 27.1 M (88.9 FT) WEST OF EZ6437'HISTORICAL GOVERNOR MOREHEAD SIGN POST, AND 18.1 M (59.4 FT) NORTH EZ6437'OF STREET LIGHT POLE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5688 *********************************************************************** EZ5688 DESIGNATION - GRADED EZ5688 PID - EZ5688 EZ5688 STATE/COUNTY- NC/WAKE EZ5688 USGS QUAD - ZEBULON (1981) EZ5688 EZ5688 *CURRENT SURVEY CONTROL EZ5688 ___________________________________________________________________ EZ5688* NAD 83(1986)- 35 47 05.83512(N) 078 22 22.90957(W) ADJUSTED EZ5688* NAVD 88 - 102.3 (meters) 336. (feet) VERTCON EZ5688 ___________________________________________________________________ EZ5688 LAPLACE CORR- -4.63 (seconds) DEFLEC99 EZ5688 GEOID HEIGHT- -33.95 (meters) GEOID03 EZ5688 EZ5688 HORZ ORDER - SECOND EZ5688 EZ5688.The North Carolina HARNS have been completed but, EZ5688.due to contractual restrictions, coordinates for these stations EZ5688.will NOT be published in the near future. In the interim, the EZ5688.published coordinates in North Carolina will not be EZ5688.consistent with the Continuously Operating Reference Stations EZ5688.(CORS). The HARN coordinates for these stations are available EZ5688.upon request. Contact Gary Thompson(919-733-3836). EZ5688. EZ5688.In addition, the published North Carolina positions EZ5688.(NAD 83 (1986)) are NOT consistent with those determined in EZ5688.adjacent state readjustments. The discontinuity between stations EZ5688.located in North Carolina and those in adjacent states EZ5688.which have been adjusted to the HARN may be as much as 5 EZ5688.decimeters. This will result in a significant loss of accuracy EZ5688.over lines crossing such state borders. EZ5688 EZ5688 EZ5688.The horizontal coordinates were established by classical geodetic methods EZ5688.and adjusted by the National Geodetic Survey in January 1990. EZ5688 EZ5688.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5688 EZ5688.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5688 EZ5688.The geoid height was determined by GEOID03. EZ5688 EZ5688; North East Units Scale Factor Converg. EZ5688;SPC NC - 225,920.395 666,279.033 MT 0.99991579 +0 21 42.7 EZ5688;SPC NC - 741,207.16 2,185,950.46 sFT 0.99991579 +0 21 42.7 EZ5688;UTM 17 - 3,963,281.227 737,430.163 MT 1.00029471 +1 32 12.6 EZ5688 EZ5688! - Elev Factor x Scale Factor = Combined Factor EZ5688!SPC NC - 0.99998927 x 0.99991579 = 0.99990506 EZ5688!UTM 17 - 0.99998927 x 1.00029471 = 1.00028398 EZ5688 EZ5688: Primary Azimuth Mark Grid Az EZ5688:SPC NC - STONE WALL 102 26 43.9 EZ5688:UTM 17 - STONE WALL 101 16 14.0 EZ5688 EZ5688|---------------------------------------------------------------------| EZ5688| PID Reference Object Distance Geod. Az | EZ5688| dddmmss.s | EZ5688| EZ5706 STONE WALL APPROX. 0.5 KM 1024826.6 | EZ5688| EZ5691 JEFFROS 305.655 METERS 32257 | EZ5688|---------------------------------------------------------------------| EZ5688 EZ5688 SUPERSEDED SURVEY CONTROL EZ5688 EZ5688 NGVD 29 (01/12/90) 102.6 (m) 337. (f) VERT ANG EZ5688 EZ5688.Superseded values are not recommended for survey control. EZ5688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5688.See file dsdata.txt to determine how the superseded data were derived. EZ5688 EZ5688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3743063281(NAD 83) EZ5688_MARKER: DE = TRAVERSE STATION DISK EZ5688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5688_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5688+STABILITY: SURFACE MOTION EZ5688_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ5688+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005 EZ5688 EZ5688 HISTORY - Date Condition Report By EZ5688 HISTORY - 1980 MONUMENTED NCGS EZ5688 HISTORY - 20050415 GOOD USPSQD EZ5688 EZ5688 STATION DESCRIPTION EZ5688 EZ5688'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EZ5688'THE STATION IS LOCATED IN WENDELL. EZ5688' EZ5688'TO REACH THE STATION FROM THE INTERSECTION OF US 64 BUSINESS WITH NC EZ5688'231 IN WENDELL, PROCEED WEST ALONG US 64 BUSINESS FOR 0.6 MILE TO EZ5688'STATION ON THE LEFT. EZ5688' EZ5688'STATION MARK IS A STANDARD DISK STAMPED---GRADED 1980---SET IN TOP OF EZ5688'A 10 INCH CONCRETE CYLINDER 3 INCHES BELOW GROUND SURFACE. THE MARK IS EZ5688'21.0 FEET SOUTHWEST OF THE CENTERLINE OF US 64 BUSINESS, 91.0 FEET EZ5688'SOUTHEAST OF SOUTHEAST CURB OF BUFFALO STREET, 0.6 FEET SOUTHWEST OF EZ5688'SOUTHWEST EDGE OF SIDEWALK, 19.4 FEET WEST-NORTHWEST OF POWER POLE WIT EZ5688'REFERENCE TAG, 37.5 FEET NORTHEAST OF EAST CORNER OF WHITE 2 STORY EZ5688'HOUSE NO. 215, AND 44.7 FEET SOUTH OF 18 INCH OAK WITH REFERENCE TAG. EZ5688 EZ5688 STATION RECOVERY (2005) EZ5688 EZ5688'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ5688'N 35 47.099 EZ5688'W 078 22.381 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2894 *********************************************************************** FY2894 DESIGNATION - GRAY FY2894 PID - FY2894 FY2894 STATE/COUNTY- NC/WAKE FY2894 USGS QUAD - CREEDMOOR (1990) FY2894 FY2894 *CURRENT SURVEY CONTROL FY2894 ___________________________________________________________________ FY2894* NAD 83(1986)- 36 03 19.60144(N) 078 41 51.99232(W) ADJUSTED FY2894* NAVD 88 - 115.9 (meters) 380. (feet) VERTCON FY2894 ___________________________________________________________________ FY2894 LAPLACE CORR- -6.35 (seconds) DEFLEC99 FY2894 GEOID HEIGHT- -31.99 (meters) GEOID03 FY2894 FY2894 HORZ ORDER - SECOND FY2894 FY2894.The North Carolina HARNS have been completed but, FY2894.due to contractual restrictions, coordinates for these stations FY2894.will NOT be published in the near future. In the interim, the FY2894.published coordinates in North Carolina will not be FY2894.consistent with the Continuously Operating Reference Stations FY2894.(CORS). The HARN coordinates for these stations are available FY2894.upon request. Contact Gary Thompson(919-733-3836). FY2894. FY2894.In addition, the published North Carolina positions FY2894.(NAD 83 (1986)) are NOT consistent with those determined in FY2894.adjacent state readjustments. The discontinuity between stations FY2894.located in North Carolina and those in adjacent states FY2894.which have been adjusted to the HARN may be as much as 5 FY2894.decimeters. This will result in a significant loss of accuracy FY2894.over lines crossing such state borders. FY2894 FY2894 FY2894.The horizontal coordinates were established by classical geodetic methods FY2894.and adjusted by the National Geodetic Survey in July 1986. FY2894 FY2894.The NAVD 88 height was computed by applying the VERTCON shift value to FY2894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2894 FY2894.The Laplace correction was computed from DEFLEC99 derived deflections. FY2894 FY2894.The geoid height was determined by GEOID03. FY2894 FY2894; North East Units Scale Factor Converg. FY2894;SPC NC - 255,794.076 636,830.960 MT 0.99997086 +0 10 28.0 FY2894;SPC NC - 839,217.73 2,089,336.24 sFT 0.99997086 +0 10 28.0 FY2894;UTM 17 - 3,992,550.942 707,365.959 MT 1.00012987 +1 21 19.8 FY2894 FY2894! - Elev Factor x Scale Factor = Combined Factor FY2894!SPC NC - 0.99998683 x 0.99997086 = 0.99995769 FY2894!UTM 17 - 0.99998683 x 1.00012987 = 1.00011669 FY2894 FY2894: Primary Azimuth Mark Grid Az FY2894:SPC NC - TRASH 182 25 57.4 FY2894:UTM 17 - TRASH 181 15 05.6 FY2894 FY2894|---------------------------------------------------------------------| FY2894| PID Reference Object Distance Geod. Az | FY2894| dddmmss.s | FY2894| FY1964 TRASH APPROX. 2.1 KM 1823625.4 | FY2894|---------------------------------------------------------------------| FY2894 FY2894 SUPERSEDED SURVEY CONTROL FY2894 FY2894 NAD 27 - 36 03 19.06939(N) 078 41 52.97679(W) AD( ) 2 FY2894 NGVD 29 (07/19/86) 116.2 (m) 381. (f) VERT ANG FY2894 FY2894.Superseded values are not recommended for survey control. FY2894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2894.See file dsdata.txt to determine how the superseded data were derived. FY2894 FY2894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0736692551(NAD 83) FY2894_MARKER: DE = TRAVERSE STATION DISK FY2894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2894_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2894_STAMPING: GRAY 1970 FY2894_MARK LOGO: NCGS FY2894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2894+STABILITY: SURFACE MOTION FY2894 FY2894 HISTORY - Date Condition Report By FY2894 HISTORY - 1970 MONUMENTED NCGS FY2894 HISTORY - 1974 MARK NOT FOUND NCGS FY2894 HISTORY - 1977 MARK NOT FOUND NCGS FY2894 HISTORY - 1985 GOOD USPSQD FY2894 FY2894 STATION DESCRIPTION FY2894 FY2894'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) FY2894'GRAY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FY2894'VICINITY OF NORTHWEST WAKE COUNTY. FY2894' FY2894'GRAY IS LOCATED APPROXIMATELY 19.0 MILES NORTH OF RALEIGH AND 11.8 FY2894'MILES NORTHWEST OF WAKE FOREST. TO REACH STATION PROCEED FROM THE FY2894'INTERSECTION OF NC 98 AND NC 50 APPROXIMATELY 14 MILES NORTH OF FY2894'RALEIGH, GO NORTH ON NC 50 FOR 1.9 MILES TO BRIDGE OVER NEUSE FY2894'RIVER, CONTINUE NORTH ON NC 50 FOR 2.85 MILES TO STATION ON LEFT, FY2894'ACROSS FROM TWO TRAILER HOMES, AND 0.45 MILE SOUTH OF FY2894'INTERSECTION OF NC 50 AND SR 1900. FY2894' FY2894'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED GRAY FY2894'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FY2894'FLUSH WITH SURFACE OF THE GROUND. FY2894' FY2894'MARK IS FY2894'47.3 FEET W OF C/L OF NC 50. FY2894'187.4 FEET N OF CENTER OF DIRT ROAD. FY2894'165.7 FEET SW OF ALUMINUM REF. TAG ON PP. FY2894'138.5 FEET SW OF S EDGE OF 18 INCH CONCRETE CULVERT. FY2894'160.7 FEET SSW OF TOP OF N EDGE OF 18 INCH CONCRETE CULVERT. FY2894'6.7 FEET E OF ALUMINUM REF. TAG ON PP NO. 811. FY2894 FY2894 STATION RECOVERY (1974) FY2894 FY2894'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB) FY2894'GRAY 1970 DESTROYED. FY2894 FY2894 STATION RECOVERY (1977) FY2894 FY2894'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (HGG) FY2894'THE STATION WAS SEARCHED FOR BUT NOT FOUND. PROBABLY DESTROYED WHEN FY2894'THE AREA WAS LANDSCAPED FOR A YARD. MOST REFERENCES STILL EXIST, BUT FY2894'POWER POLE 811 HAS BEEN REPLACED. FY2894 FY2894 STATION RECOVERY (1985) FY2894 FY2894'RECOVERY NOTE BY US POWER SQUADRON 1985 (JTS) FY2894'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2530 *********************************************************************** EZ2530 DESIGNATION - GRAYBAR EZ2530 PID - EZ2530 EZ2530 STATE/COUNTY- NC/WAKE EZ2530 USGS QUAD - RALEIGH WEST (1988) EZ2530 EZ2530 *CURRENT SURVEY CONTROL EZ2530 ___________________________________________________________________ EZ2530* NAD 83(1986)- 35 47 44.43473(N) 078 38 28.61854(W) ADJUSTED EZ2530* NAVD 88 - 78.341 (meters) 257.02 (feet) ADJUSTED EZ2530 ___________________________________________________________________ EZ2530 LAPLACE CORR- -7.47 (seconds) DEFLEC99 EZ2530 GEOID HEIGHT- -32.86 (meters) GEOID03 EZ2530 DYNAMIC HT - 78.274 (meters) 256.80 (feet) COMP EZ2530 MODELED GRAV- 979,774.1 (mgal) NAVD 88 EZ2530 EZ2530 HORZ ORDER - SECOND EZ2530 VERT ORDER - SECOND CLASS II EZ2530 EZ2530.The North Carolina HARNS have been completed but, EZ2530.due to contractual restrictions, coordinates for these stations EZ2530.will NOT be published in the near future. In the interim, the EZ2530.published coordinates in North Carolina will not be EZ2530.consistent with the Continuously Operating Reference Stations EZ2530.(CORS). The HARN coordinates for these stations are available EZ2530.upon request. Contact Gary Thompson(919-733-3836). EZ2530. EZ2530.In addition, the published North Carolina positions EZ2530.(NAD 83 (1986)) are NOT consistent with those determined in EZ2530.adjacent state readjustments. The discontinuity between stations EZ2530.located in North Carolina and those in adjacent states EZ2530.which have been adjusted to the HARN may be as much as 5 EZ2530.decimeters. This will result in a significant loss of accuracy EZ2530.over lines crossing such state borders. EZ2530 EZ2530 EZ2530.The horizontal coordinates were established by classical geodetic methods EZ2530.and adjusted by the National Geodetic Survey in July 1986. EZ2530 EZ2530.The orthometric height was determined by differential leveling EZ2530.and adjusted by the National Geodetic Survey in June 1991. EZ2530 EZ2530.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2530 EZ2530.The geoid height was determined by GEOID03. EZ2530 EZ2530.The dynamic height is computed by dividing the NAVD 88 EZ2530.geopotential number by the normal gravity value computed on the EZ2530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2530.degrees latitude (g = 980.6199 gals.). EZ2530 EZ2530.The modeled gravity was interpolated from observed gravity values. EZ2530 EZ2530; North East Units Scale Factor Converg. EZ2530;SPC NC - 226,989.568 642,024.955 MT 0.99991755 +0 12 25.3 EZ2530;SPC NC - 744,714.94 2,106,376.87 sFT 0.99991755 +0 12 25.3 EZ2530;UTM 17 - 3,963,853.407 713,151.760 MT 1.00015988 +1 22 48.5 EZ2530 EZ2530! - Elev Factor x Scale Factor = Combined Factor EZ2530!SPC NC - 0.99999286 x 0.99991755 = 0.99991041 EZ2530!UTM 17 - 0.99999286 x 1.00015988 = 1.00015274 EZ2530 EZ2530: Primary Azimuth Mark Grid Az EZ2530:SPC NC - PEACE 190 51 22.3 EZ2530:UTM 17 - PEACE 189 40 59.1 EZ2530 EZ2530|---------------------------------------------------------------------| EZ2530| PID Reference Object Distance Geod. Az | EZ2530| dddmmss.s | EZ2530| EZ2529 BELLS 377.058 METERS 02940 | EZ2530| EZ2531 PEACE APPROX. 0.8 KM 1910347.6 | EZ2530|---------------------------------------------------------------------| EZ2530 EZ2530 SUPERSEDED SURVEY CONTROL EZ2530 EZ2530 NAD 27 - 35 47 43.89363(N) 078 38 29.60459(W) AD( ) 2 EZ2530 NGVD 29 (??/??/92) 78.620 (m) 257.94 (f) ADJ UNCH 2 2 EZ2530 EZ2530.Superseded values are not recommended for survey control. EZ2530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2530.See file dsdata.txt to determine how the superseded data were derived. EZ2530 EZ2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1315263853(NAD 83) EZ2530_MARKER: DE = TRAVERSE STATION DISK EZ2530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2530_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2530_STAMPING: GRAYBAR 1967 EZ2530_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ2530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2530+STABILITY: SURFACE MOTION EZ2530 EZ2530 HISTORY - Date Condition Report By EZ2530 HISTORY - 1967 MONUMENTED NCGS EZ2530 HISTORY - 1972 GOOD NCGS EZ2530 HISTORY - 1976 GOOD NCGS EZ2530 HISTORY - 1983 GOOD NCGS EZ2530 HISTORY - 1984 GOOD USPSQD EZ2530 HISTORY - 1984 GOOD USPSQD EZ2530 HISTORY - 20040613 MARK NOT FOUND USPSQD EZ2530 EZ2530 STATION DESCRIPTION EZ2530 EZ2530'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ2530'GRAYBAR IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2530'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ2530' EZ2530'GRAYBAR IS LOCATED APPROXIMATELY 1.4 MILES NNW OF RALEIGH EZ2530'CAPITOL SQUARE. STATION IS AT THE ENTRANCE OF U.S. 70 OR WADE EZ2530'AVE. INTO THE DOWNTOWN BOULEVARD, APPROXIMATELY 300 FT EAST OF EZ2530'CAROLINA READY MIX CONCRETE PLANT, APPROXIMATELY 500 FT SOUTH EZ2530'OF GRAYBAR WAREHOUSE BUILDING, APPROXIMATELY 75 FT SOUTH OF EZ2530'BRIDGE ON WADE AVE. OVER DOWNTOWN BLVD., 45 FT SOUTHEAST OF EZ2530'C/L OF CREEK, APPROXIMATELY 80 FT NORTHWEST OF JUNCTION OF EZ2530'WADE AVE. AND S. BOUND LANE OF DOWNTOWN BLVD. EZ2530' EZ2530'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2530'GRAYBAR 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2530'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ2530' EZ2530'MARK IS EZ2530' EZ2530'25.6 FT S OF PP ON E SHOULDER OF WADE AVE. WITH ALUMINUM REF. TAG EZ2530' EZ2530'56.7 FT W OF PP ON N SHOULDER OF BOULEVARD WITH ALUMINUM REF. TAG EZ2530' EZ2530'71.0 FT W OF C/L OF S. BOUND LANE OF BOULEVARD EZ2530' EZ2530'78.6 FT N OF PP ON W EDGE OF WADE AVE. WITH ALUMINUM REF. TAG EZ2530' EZ2530'18.0 FT E OF C/L OF WADE AVE. ENTRANCE INTO DOWNTOWN BLVD. EZ2530 EZ2530 STATION RECOVERY (1972) EZ2530 EZ2530'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 (LFS) EZ2530'GOOD EZ2530 EZ2530 STATION RECOVERY (1976) EZ2530 EZ2530'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2530'1.05 MI N FROM RALEIGH. EZ2530'STATION IS LOCATED ALONG DOWNTOWN BOULEVARD, APPROXIMATELY 1.05 MILE EZ2530'NORTH OF CAPITOL SQUARE, AT THE WADE AVE. (EAST BOUND) ENTRANCE TO THE EZ2530'SOUTH BOUND LANE OF DOWNTOWN BOULEVARD. 25.1 FT. S OF PP NO. 86 ON EZ2530'EAST SHOULDER OF WADE AVE. WITH ALUMINUM REF. TAG, 36.1 FT. NW OF PP EZ2530'ON NORTH SHOULDER OF BOULEVARD WITH ALUMINUM REF. TAG, 70.3 FT. NW OF EZ2530'CENTERLINE OF SOUTH BOUND LANE OF BOULEVARD, 82.5 FT. NNE OF PP ON EZ2530'WEST EDGE OF WADE AVE. WITH ALUMINUM REF. TAG AND 19.0 FT. ENE OF EZ2530'CENTERLINE OF WADE AVE. ENTRANCE INTO DOWNTOWN BOULEVARD. DISK IS SET EZ2530'IN TOP OF CONCRETE CYLINDER, 3 INCHES BELOW THE SURFACE OF THE GROUND. EZ2530 EZ2530 STATION RECOVERY (1983) EZ2530 EZ2530'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG) EZ2530'THE STATION WAS RECOVERED AT THIS DATE. EZ2530'THE DESCRIPTION IS ADEQUATE EXCEPT--MARK IS 25.0 FEET SOUTH OF A EZ2530'POWER POLE ON EAST SIDE OF RAMP WITH REFERENCE TAG, 82.6 FEET EZ2530'NORTH-NORTHEAST OF POWER POLE ON WEST SIDE OF RAMP WITH REFERENCE EZ2530'TAG, 36.1 FEET NORTHWEST OF A POWER POLE WITH LAMP AND REFERENCE EZ2530'TAG, AND IS 6 INCHES BELOW SURFACE OF GROUND. EZ2530 EZ2530 STATION RECOVERY (1984) EZ2530 EZ2530'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGS) EZ2530'GRAYBAR 1967 RECOVERED GOOD. EZ2530' EZ2530'THE DESCRIPTION SHOULD BE REVISED AS FOLLOWS--ADD--APPROX 150 EZ2530'FEET E OF AAMCO TRANSMISSION GARAGE. THE MARK IS NOW 4 INCHES EZ2530'BELOW SURFACE OF GROUND. THE FIRST REFERENCE POINT DISTANCE EZ2530'SHOULD BE 25.3 FEET S OF.... THE SECOND REFERENCE POINT DISTANCE EZ2530'SHOULD BE 36.2 FEET INSTEAD OF 56.7 FEET. THE FOURTH REFERENCE EZ2530'POINT DIRECTION SHOULD BE NE. RECOMMEND ADDING THE FOLLOWING EZ2530'REFERENCE POINT--1.7 FEET E OF EDGE OF PAVEMENT OF WADE AVE EZ2530'ENTRANCE INTO DOWNTOWN BLVD. EZ2530 EZ2530 STATION RECOVERY (1984) EZ2530 EZ2530'RECOVERY NOTE BY US POWER SQUADRON 1984 EZ2530'ADD: APPROX. 150' EAST OF AAMCO TRANSMISSION REPAIR GARAGE THE MARKER EZ2530'IS NOW 4' BELOW SURFACE OF GROUND THE FIRST REFERENCE POINT DISTANCE EZ2530'SHOULD BE 25.3' SOUTH OF THE SECOND REFERNCE POINT DISTANCE SHOULD BE EZ2530'NORTHEAST RECOMMEND ADDING THE FOLLOWING REFERENCE POINT: 1.7' EAST EZ2530'OF EDGE OF PAVEMENT OF WADE AVE. ENRTRANCE INTO DOWNTOWN BLVD. EZ2530 EZ2530 STATION RECOVERY (2004) EZ2530 EZ2530'RECOVERY NOTE BY US POWER SQUADRON 2004 (PFM) EZ2530'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7346 *********************************************************************** AE7346 DESIGNATION - GRAYCRE AE7346 PID - AE7346 AE7346 STATE/COUNTY- NC/WAKE AE7346 USGS QUAD - RALEIGH WEST (1988) AE7346 AE7346 *CURRENT SURVEY CONTROL AE7346 ___________________________________________________________________ AE7346* NAD 83(1986)- 35 52 29.38709(N) 078 43 38.53666(W) ADJUSTED AE7346* NAVD 88 - 121.578 (meters) 398.88 (feet) ADJUSTED AE7346 ___________________________________________________________________ AE7346 LAPLACE CORR- -7.41 (seconds) DEFLEC99 AE7346 GEOID HEIGHT- -32.29 (meters) GEOID03 AE7346 DYNAMIC HT - 121.475 (meters) 398.54 (feet) COMP AE7346 MODELED GRAV- 979,784.3 (mgal) NAVD 88 AE7346 AE7346 HORZ ORDER - SECOND AE7346 VERT ORDER - SECOND CLASS II AE7346 AE7346.The North Carolina HARNS have been completed but, AE7346.due to contractual restrictions, coordinates for these stations AE7346.will NOT be published in the near future. In the interim, the AE7346.published coordinates in North Carolina will not be AE7346.consistent with the Continuously Operating Reference Stations AE7346.(CORS). The HARN coordinates for these stations are available AE7346.upon request. Contact Gary Thompson(919-733-3836). AE7346. AE7346.In addition, the published North Carolina positions AE7346.(NAD 83 (1986)) are NOT consistent with those determined in AE7346.adjacent state readjustments. The discontinuity between stations AE7346.located in North Carolina and those in adjacent states AE7346.which have been adjusted to the HARN may be as much as 5 AE7346.decimeters. This will result in a significant loss of accuracy AE7346.over lines crossing such state borders. AE7346 AE7346 AE7346.The horizontal coordinates were established by classical geodetic methods AE7346.and adjusted by the National Geodetic Survey in March 1998. AE7346 AE7346.The orthometric height was determined by differential leveling AE7346.and adjusted by the National Geodetic Survey in September 1998. AE7346 AE7346.The Laplace correction was computed from DEFLEC99 derived deflections. AE7346 AE7346.The geoid height was determined by GEOID03. AE7346 AE7346.The dynamic height is computed by dividing the NAVD 88 AE7346.geopotential number by the normal gravity value computed on the AE7346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7346.degrees latitude (g = 980.6199 gals.). AE7346 AE7346.The modeled gravity was interpolated from observed gravity values. AE7346 AE7346; North East Units Scale Factor Converg. AE7346;SPC NC - 235,746.671 634,219.501 MT 0.99993161 +0 09 26.5 AE7346;SPC NC - 773,445.54 2,080,768.48 sFT 0.99993161 +0 09 26.5 AE7346;UTM 17 - 3,972,450.592 705,166.806 MT 1.00011871 +1 19 56.1 AE7346 AE7346! - Elev Factor x Scale Factor = Combined Factor AE7346!SPC NC - 0.99998599 x 0.99993161 = 0.99991760 AE7346!UTM 17 - 0.99998599 x 1.00011871 = 1.00010470 AE7346 AE7346 SUPERSEDED SURVEY CONTROL AE7346 AE7346 NGVD 29 (03/10/98) 121.84 (m) 399.7 (f) LEVELING 3 AE7346 AE7346.Superseded values are not recommended for survey control. AE7346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7346.See file dsdata.txt to determine how the superseded data were derived. AE7346 AE7346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0516772451(NAD 83) AE7346_MARKER: DH = HORIZONTAL CONTROL DISK AE7346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7346_STAMPING: GRAYCRE 1986 AE7346_MARK LOGO: NCGS AE7346_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7346+STABILITY: SURFACE MOTION AE7346 AE7346 HISTORY - Date Condition Report By AE7346 HISTORY - 1986 MONUMENTED NCGS AE7346 HISTORY - 19870101 GOOD NCGS AE7346 AE7346 STATION DESCRIPTION AE7346 AE7346'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7346'STATION IS LOCATED ABOUT 13.2 KM (8.20 MI) NORTHWEST OF CAPITOL SQUARE AE7346'(IN RALEIGH) AND 3.5 KM (2.15 MI) SOUTH OF LEESVILLE COMMUNITY. ALONG AE7346'SR 1835 (PINECREST DRIVE) FOR 0.2 KM (0.10 MI) NORTH FROM US 70, IN AE7346'THE WEST SHOULDER, ON THE PROLONGATION OF THE SOUTH EDGE OF ASPHALT AE7346'DRIVE TO--GRAY AND CREECH--OFFICES. MARK IS RECESSED 3 INCHES BELOW AE7346'GROUNDVAND LEVEL WITH ROAD. LOCATED 3.5 M (11.5 FT) WEST OF THE AE7346'CENTERLINE OF THE ROAD, 15.7 M (51.5 FT) NORTHEAST OF THE CENTERLINE AE7346'OF AN ASPHALT DRIVE, 50.9 M (167.0 FT) NORTHWEST OF THE NORTHWEST AE7346'CORNER OF THE OFFICE BUILDING, 33.9 M (111.2 FT) NORTH-NORTHEAST OF A AE7346'FIRE HYDRANT, 18.4 M (60.4 FT) SOUTH OF A FIRE HYDRANT--AND 11.6 M AE7346'(38.1 FT) EAST-NORTHEAST OF A POWER POLE WITH A TRANSFORMER (586), AE7346'26.9 M (88.3 FT) SOUTHWEST OF A 14-INCH BIRCH--BOTH WITH REFERENCE AE7346'TAGS. AE7346 AE7346 STATION RECOVERY (1987) AE7346 AE7346'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7346'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY1965 *********************************************************************** FY1965 DESIGNATION - GREEN FY1965 PID - FY1965 FY1965 STATE/COUNTY- NC/WAKE FY1965 USGS QUAD - CREEDMOOR (1990) FY1965 FY1965 *CURRENT SURVEY CONTROL FY1965 ___________________________________________________________________ FY1965* NAD 83(1986)- 36 01 59.81835(N) 078 41 56.35502(W) ADJUSTED FY1965* NAVD 88 - 104.515 (meters) 342.90 (feet) ADJUSTED FY1965 ___________________________________________________________________ FY1965 LAPLACE CORR- -6.19 (seconds) DEFLEC99 FY1965 GEOID HEIGHT- -32.03 (meters) GEOID03 FY1965 DYNAMIC HT - 104.429 (meters) 342.61 (feet) COMP FY1965 MODELED GRAV- 979,813.0 (mgal) NAVD 88 FY1965 FY1965 HORZ ORDER - SECOND FY1965 VERT ORDER - SECOND CLASS I FY1965 FY1965.The North Carolina HARNS have been completed but, FY1965.due to contractual restrictions, coordinates for these stations FY1965.will NOT be published in the near future. In the interim, the FY1965.published coordinates in North Carolina will not be FY1965.consistent with the Continuously Operating Reference Stations FY1965.(CORS). The HARN coordinates for these stations are available FY1965.upon request. Contact Gary Thompson(919-733-3836). FY1965. FY1965.In addition, the published North Carolina positions FY1965.(NAD 83 (1986)) are NOT consistent with those determined in FY1965.adjacent state readjustments. The discontinuity between stations FY1965.located in North Carolina and those in adjacent states FY1965.which have been adjusted to the HARN may be as much as 5 FY1965.decimeters. This will result in a significant loss of accuracy FY1965.over lines crossing such state borders. FY1965 FY1965 FY1965.The horizontal coordinates were established by classical geodetic methods FY1965.and adjusted by the National Geodetic Survey in July 1986. FY1965 FY1965.The orthometric height was determined by differential leveling FY1965.and adjusted by the National Geodetic Survey in June 1991. FY1965 FY1965.The Laplace correction was computed from DEFLEC99 derived deflections. FY1965 FY1965.The geoid height was determined by GEOID03. FY1965 FY1965.The dynamic height is computed by dividing the NAVD 88 FY1965.geopotential number by the normal gravity value computed on the FY1965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FY1965.degrees latitude (g = 980.6199 gals.). FY1965 FY1965.The modeled gravity was interpolated from observed gravity values. FY1965 FY1965; North East Units Scale Factor Converg. FY1965;SPC NC - 253,334.746 636,729.230 MT 0.99996550 +0 10 25.4 FY1965;SPC NC - 831,149.08 2,089,002.48 sFT 0.99996550 +0 10 25.4 FY1965;UTM 17 - 3,990,089.640 707,314.919 MT 1.00012961 +1 21 14.6 FY1965 FY1965! - Elev Factor x Scale Factor = Combined Factor FY1965!SPC NC - 0.99998862 x 0.99996550 = 0.99995412 FY1965!UTM 17 - 0.99998862 x 1.00012961 = 1.00011823 FY1965 FY1965: Primary Azimuth Mark Grid Az FY1965:SPC NC - STEER 175 06 49.0 FY1965:UTM 17 - STEER 173 55 59.8 FY1965 FY1965|---------------------------------------------------------------------| FY1965| PID Reference Object Distance Geod. Az | FY1965| dddmmss.s | FY1965| FY1964 TRASH 325.320 METERS 00207 | FY1965| FY2893 STEER 411.349 METERS 1751714.4 | FY1965|---------------------------------------------------------------------| FY1965 FY1965 SUPERSEDED SURVEY CONTROL FY1965 FY1965 NAD 27 - 36 01 59.28575(N) 078 41 57.33712(W) AD( ) 2 FY1965 NGVD 29 (03/05/92) 104.784 (m) 343.78 (f) ADJUSTED 2 1 FY1965 FY1965.Superseded values are not recommended for survey control. FY1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY1965.See file dsdata.txt to determine how the superseded data were derived. FY1965 FY1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0731590090(NAD 83) FY1965_MARKER: DE = TRAVERSE STATION DISK FY1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY1965_SP_SET: CONCRETE POST FY1965_STAMPING: GREEN 1970 FY1965_MARK LOGO: NCGS FY1965_PROJECTION: FLUSH FY1965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY1965+STABILITY: SURFACE MOTION FY1965 FY1965 HISTORY - Date Condition Report By FY1965 HISTORY - 1970 MONUMENTED NCGS FY1965 HISTORY - 1977 GOOD NCGS FY1965 HISTORY - 1977 GOOD NCGS FY1965 HISTORY - 1985 GOOD USPSQD FY1965 HISTORY - 1987 GOOD USPSQD FY1965 HISTORY - 1987 GOOD USPSQD FY1965 FY1965 STATION DESCRIPTION FY1965 FY1965'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) FY1965'GREEN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE FY1965'VICINITY OF NORTHWEST WAKE COUNTY. FY1965' FY1965'GREEN IS LOCATED APPROXIMATELY 17.6 MILES NORTH OF RALEIGH AND FY1965'11.2 MILES WNW OF WAKE FOREST. TO REACH STATION PROCEED FROM THE FY1965'INTERSECTION OF NC 98 AND NC 50 APPROXIMATELY 14 MILES NORTH OF FY1965'RALEIGH, GO NORTH ON NC 50 FOR 1.9 MILES TO BRIDGE OVER NEUSE FY1965'RIVER, CONTINUE NORTH ON NC 50 FOR 1.3 MILES TO STATION ON LEFT, FY1965'WHICH IS 2.0 MILES SOUTH OF INTERSECTION OF NC 50 AND SR FY1965'1904. FY1965' FY1965'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED GREEN FY1965'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FY1965'FLUSH WITH THE SURFACE OF THE GROUND. FY1965' FY1965'MARK IS FY1965'67.7 FEET W OF C/L OF NC 50. FY1965'11.6 FEET W OF CENTER OF POWER LINE. FY1965'117.0 FEET SSW OF ALUMINUM REF. TAG ON PP NO. 830. FY1965'36.1 FEET WSW OF ALUMINUM REF. TAG ON 14 INCH PINE TREE. FY1965'38.8 FEET NW OF ALUMINUM REF. TAG ON 14 INCH PINE TREE. FY1965'129.7 FEET N OF ALUMINUM REF. TAG ON PP NO. 831. FY1965'19.2 FEET E OF ALUMINUM REF. TAG ON 14 INCH PINE TREE. FY1965 FY1965 STATION RECOVERY (1977) FY1965 FY1965'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (HGG) FY1965'THE STATION WAS RECOVERED IN GOOD CONDITION. A COMPLETE NEW FY1965'DESCRIPTION FOLLOWS. FY1965' FY1965'THE STATION IS LOCATED APPROXIMATELY 6.2 MILES SOUTH OF CREEDMOOR. FY1965' FY1965'TO REACH THE STATION FROM THE NC 50 BRIDGE OVER THE NEUSE RIVER NORTH FY1965'OF RALEIGH, PROCEED NORTH ALONG NC 50 FOR 1.35 MILES TO STATION ON FY1965'LEFT, AND 0.2 MILE SOUTH OF A HILL ALONG HIGHWAY. FY1965' FY1965'STATION MARK IS A STANDARD DISK STAMPED---GREEN 1970---, SET IN THE FY1965'TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. FY1965'THE MARK IS 67.7 FEET WEST OF THE CENTERLINE OF NC 50, 11.6 FEET WEST FY1965'OF CENTER OF POWER LINE OVERHEAD, 116.8 FEET SOUTH-SOUTHWEST OF POWER FY1965'POLE 830 WITH REFERENCE TAG, 35.8 FEET WEST-SOUTHWEST OF A 14 INCH FY1965'PINE WITH REFERENCE TAG, 38.1 FEET NORTHWEST OF A 14 INCH PINE WITH FY1965'REFERENCE TAG, 129.7 FEET NORTH OF POWER POLE 831 WITH REFERENCE TAG FY1965'AND 18.5 FEET EAST OF A 14 INCH PINE WITH REFERENCE TAG. FY1965 FY1965 STATION RECOVERY (1977) FY1965 FY1965'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 FY1965'6.2 MI SOUTH FROM CREEDMOOR. FY1965'TO REACH STATION FROM THE NC 50 BRIDGE OVER THE NEUSE RIVER NORTH FY1965'OF RALEIGH, PROCEED NORTH ALONG NC 50 FOR 1.35 MILES TO STATION ON FY1965'LEFT, AND 0.2 MILE SOUTH OF A HILL ALONG HIGHWAY, 67.7 FT. WEST OF FY1965'CENTERLINE OF NC 50, 11.6 FT. WEST OF CENTER OF POWER LINE OVERHEAD, FY1965'116.8 FT. SOUTH SOUTHWEST OF POWER POLE NUMBER 830 WITH ALUMINUM REF. FY1965'TAG, 35.8 FT. WEST SOUTHWEST OF 14 INCH PINE WITH ALUMINUM REF. TAG, FY1965'38.1 FT. NORTHWEST OF 14 INCH PINE WITH ALUMINUM REF. TAG, 129.7 FT. FY1965'NORTH OF POWER POLE NUMBER 831 WITH ALUMINUM REF. TAG AND 18.5 FT. FY1965'EAST OF 14 INCH PINE WITH ALUMINUM REF. TAG. FY1965 FY1965 STATION RECOVERY (1985) FY1965 FY1965'RECOVERY NOTE BY US POWER SQUADRON 1985 (JTS) FY1965'RECOVERED IN GOOD CONDITION. FY1965 FY1965 STATION RECOVERY (1987) FY1965 FY1965'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS) FY1965'RECOVERED IN GOOD CONDITION. FY1965 FY1965 STATION RECOVERY (1987) FY1965 FY1965'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) FY1965'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2151 *********************************************************************** EZ2151 DESIGNATION - GREEN LEVEL EZ2151 PID - EZ2151 EZ2151 STATE/COUNTY- NC/WAKE EZ2151 USGS QUAD - CARY (1993) EZ2151 EZ2151 *CURRENT SURVEY CONTROL EZ2151 ___________________________________________________________________ EZ2151* NAD 83(1986)- 35 47 17.50599(N) 078 52 04.89420(W) ADJUSTED EZ2151* NAVD 88 - 126.091 (meters) 413.68 (feet) ADJUSTED EZ2151 ___________________________________________________________________ EZ2151 LAPLACE CORR- -5.54 (seconds) DEFLEC99 EZ2151 GEOID HEIGHT- -31.99 (meters) GEOID03 EZ2151 DYNAMIC HT - 125.984 (meters) 413.33 (feet) COMP EZ2151 MODELED GRAV- 979,781.5 (mgal) NAVD 88 EZ2151 EZ2151 HORZ ORDER - THIRD EZ2151 VERT ORDER - SECOND CLASS II EZ2151 EZ2151.The North Carolina HARNS have been completed but, EZ2151.due to contractual restrictions, coordinates for these stations EZ2151.will NOT be published in the near future. In the interim, the EZ2151.published coordinates in North Carolina will not be EZ2151.consistent with the Continuously Operating Reference Stations EZ2151.(CORS). The HARN coordinates for these stations are available EZ2151.upon request. Contact Gary Thompson(919-733-3836). EZ2151. EZ2151.In addition, the published North Carolina positions EZ2151.(NAD 83 (1986)) are NOT consistent with those determined in EZ2151.adjacent state readjustments. The discontinuity between stations EZ2151.located in North Carolina and those in adjacent states EZ2151.which have been adjusted to the HARN may be as much as 5 EZ2151.decimeters. This will result in a significant loss of accuracy EZ2151.over lines crossing such state borders. EZ2151 EZ2151 EZ2151.The horizontal coordinates were established by classical geodetic methods EZ2151.and adjusted by the National Geodetic Survey in July 1986. EZ2151 EZ2151.The orthometric height was determined by differential leveling EZ2151.and adjusted by the National Geodetic Survey in June 1991. EZ2151 EZ2151.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2151 EZ2151.The geoid height was determined by GEOID03. EZ2151 EZ2151.The dynamic height is computed by dividing the NAVD 88 EZ2151.geopotential number by the normal gravity value computed on the EZ2151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2151.degrees latitude (g = 980.6199 gals.). EZ2151 EZ2151.The modeled gravity was interpolated from observed gravity values. EZ2151 EZ2151; North East Units Scale Factor Converg. EZ2151;SPC NC - 226,109.018 621,531.203 MT 0.99991632 +0 04 34.2 EZ2151;SPC NC - 741,826.00 2,039,140.29 sFT 0.99991632 +0 04 34.2 EZ2151;UTM 17 - 3,962,553.609 692,676.398 MT 1.00005748 +1 14 49.7 EZ2151 EZ2151! - Elev Factor x Scale Factor = Combined Factor EZ2151!SPC NC - 0.99998523 x 0.99991632 = 0.99990155 EZ2151!UTM 17 - 0.99998523 x 1.00005748 = 1.00004271 EZ2151 EZ2151: Primary Azimuth Mark Grid Az EZ2151:SPC NC - GREEN LEVEL AZ MK 250 14 43.2 EZ2151:UTM 17 - GREEN LEVEL AZ MK 249 04 27.7 EZ2151 EZ2151|---------------------------------------------------------------------| EZ2151| PID Reference Object Distance Geod. Az | EZ2151| dddmmss.s | EZ2151| EZ2152 GREEN LEVEL RM 1 47.962 METERS 04713 | EZ2151| EZ2149 GREEN LEVEL AZ MK 2501917.4 | EZ2151| EZ2150 GREEN LEVEL RM 2 24.760 METERS 27923 | EZ2151| EZ5426 FALL 235.180 METERS 27943 | EZ2151|---------------------------------------------------------------------| EZ2151 EZ2151 SUPERSEDED SURVEY CONTROL EZ2151 EZ2151 NAD 27 - 35 47 16.96730(N) 078 52 05.87460(W) AD( ) 3 EZ2151 NGVD 29 (??/??/92) 126.344 (m) 414.51 (f) ADJ UNCH 2 2 EZ2151 EZ2151.Superseded values are not recommended for survey control. EZ2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2151.See file dsdata.txt to determine how the superseded data were derived. EZ2151 EZ2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9267662554(NAD 83) EZ2151_MARKER: DS = TRIANGULATION STATION DISK EZ2151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2151_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2151_STAMPING: GREEN LEVEL 1957 EZ2151_MARK LOGO: CGS EZ2151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2151+STABILITY: SURFACE MOTION EZ2151_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ2151+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005 EZ2151 EZ2151 HISTORY - Date Condition Report By EZ2151 HISTORY - 1957 MONUMENTED CGS EZ2151 HISTORY - 1961 GOOD CGS EZ2151 HISTORY - 1964 GOOD AMS EZ2151 HISTORY - 1975 GOOD NCGS EZ2151 HISTORY - 1989 GOOD USPSQD EZ2151 HISTORY - 20050601 GOOD GEOCAC EZ2151 EZ2151 STATION DESCRIPTION EZ2151 EZ2151'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE) EZ2151'THE STATION IS LOCATED ABOUT 5-1/2 MILES WEST OF CARY AND ABOUT EZ2151'4-1/2 MILES NORTH-NORTHWEST OF APEX. IT IS 73 FEET SOUTH OF EZ2151'THE CENTER LINE OF ROAD AND 2 FEET SOUTH-SOUTHEAST OF WITNESS EZ2151'POST. THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS EZ2151'STAMPED---GREEN LEVEL 1957---. EZ2151' EZ2151'REFERENCE MARK NO. 1 22 FEET SOUTH OF CENTER LINE OF ROAD. THE EZ2151'MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS EZ2151'STAMPED---GREEN LEVEL NO 1 1957---. EZ2151' EZ2151'REFERENCE MARK NO. 2 IS 27 FEET SOUTH OF CENTER LINE OF ROAD. THE EZ2151'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS EZ2151'STAMPED---GREEN LEVEL NO 2 1957---. EZ2151' EZ2151'AZIMUTH MARK IS 42 FEET SOUTH OF CENTER LINE OF ROAD, 20 FEET EZ2151'WEST-SOUTHWEST OF A TRIANGLE-BLAZED PINE TREE, 1-1/2 FEET EZ2151'EAST-NORTHEAST OF WITNESS POST. THE MARK PROJECTS ABOUT 4 EZ2151'INCHES AND THE DISK IS STAMPED---GREEN LEVEL 1957---. EZ2151' EZ2151'TO REACH THE STATION FROM THE POST OFFICE IN APEX, GO SOUTH EZ2151'ON U.S. HIGHWAY 1 FOR 0.3 MILE TO JUNCTION OF STATE HIGHWAY EZ2151'55, TURN RIGHT ON STATE HIGHWAY 55 AND NORTHERLY FOR 1.9 MILES TO EZ2151'THE JUNCTION OF U.S. HIGHWAY 64, CONTINUE NORTH ON STATE HIGHWAY EZ2151'55 FOR 2.7 MILES TO CROSSROADS, TURN RIGHT FOR 0.15 MILE TO EZ2151'STATION ON RIGHT AS DESCRIBED. TO REACH AZIMUTH FROM STATION EZ2151'GO WEST FOR 0.15 MILE TO STATE HIGHWAY 55, CONTINUE STRAIGHT EZ2151'AHEAD FOR 0.05 MILE TO AZIMUTH MARK ON LEFT. EZ2151' EZ2151'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. EZ2151 EZ2151 STATION RECOVERY (1961) EZ2151 EZ2151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JVT) EZ2151'THE STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK EZ2151'WERE RECOVERED AS DESCRIBED IN THE 1957 DESCRIPTION. EZ2151 EZ2151 STATION RECOVERY (1964) EZ2151 EZ2151'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1964 EZ2151'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ2151 EZ2151 STATION RECOVERY (1975) EZ2151 EZ2151'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EZ2151'2.2 MI S FROM CARPENTER. EZ2151'STATION IS LOCATED APPROXIMATELY 4.0 MILES NNW OF APEX. TO REACH EZ2151'STATION FROM THE NC 55 OVERPASS OF US 64 NORTHWEST OF APEX, PROCEED EZ2151'NORTH ALONG NC 55 FOR 2.8 MILES TO SR 1615 CROSSROAD. THENCE EAST EZ2151'ALONG SR 1615 FOR 0.15 MILE TO STATION ON RIGHT IN WOODS. 72.6 FT. S EZ2151'OF CENTERLINE OF SR 1615, 27.0 FT. WSW OF A 10 INCH TRIPLE TRUNK PINE EZ2151'WITH ALUMINUM REF. TAG, 12.5 FT. ESE OF A 16 INCH PINE WITH ALUMINUM EZ2151'REF. TAG, 157.4 FT. SW OF GREEN LEVEL (RM) NO. 1 1957 AND 81.2 FT. ESE EZ2151'OF GREEN LEVEL (RM) NO. 2 1957. DISK IS SET IN TOP OF A CONCRETE EZ2151'MONUMENT 2 INCHES ABOVE THE SURFACE OF THE GROUND. EZ2151 EZ2151 STATION RECOVERY (1989) EZ2151 EZ2151'RECOVERY NOTE BY US POWER SQUADRON 1989 (WCB) EZ2151'RECOVERED IN GOOD CONDITION. EZ2151 EZ2151 STATION RECOVERY (2005) EZ2151 EZ2151'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ2151'STATION RECOVERED IN GOOD CONDITION. WITNESS POST NOT FOUND. MARK IS EZ2151'12 FT SOUTHEAST OF A 10-INCH PINE WITH ALUM REF TAG. EZ2151' EZ2151'REFERENCE MARK 1 RECOVERED AS DESCRIBED. IT PROBABLY WILL BE COVERED EZ2151'OR DESTROYED WHEN HIGH HOUSE ROAD IS WIDENED DURING THE NEXT TWO EZ2151'YEARS. EZ2151' EZ2151'REFERENCE MARK 2 RECOVERED. DISK IS MISSING. THE MONUMENT AND STEM EZ2151'APPEAR FIRM. HOWEVER, THE PRESENCE OF SURVEY STAKES AND FLAGS SUGGESTS EZ2151'THAT RM2 MAY BE LOST TO ROAD WIDENING DURING THE NEXT TWO YEARS. EZ2151' EZ2151'AZIMUTH MARK NOT FOUND. MEASURED FROM ORIGINAL C/L OF SR1615. POSITION EZ2151'FALLS IN AREA WHERE A SIDEWALK, UTILITY LINES, AND A TURNING LANE WERE EZ2151'INSTALLED FOR A SHOPPING CENTER. EZ2151' EZ2151' EZ2151' 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7482 *********************************************************************** AE7482 DESIGNATION - GREENPOINT AE7482 PID - AE7482 AE7482 STATE/COUNTY- NC/WAKE AE7482 USGS QUAD - RALEIGH EAST (1993) AE7482 AE7482 *CURRENT SURVEY CONTROL AE7482 ___________________________________________________________________ AE7482* NAD 83(1986)- 35 50 58.53504(N) 078 35 12.38776(W) ADJUSTED AE7482* NAVD 88 - 95.724 (meters) 314.05 (feet) ADJUSTED AE7482 ___________________________________________________________________ AE7482 LAPLACE CORR- -7.81 (seconds) DEFLEC99 AE7482 GEOID HEIGHT- -32.97 (meters) GEOID03 AE7482 DYNAMIC HT - 95.641 (meters) 313.78 (feet) COMP AE7482 MODELED GRAV- 979,773.3 (mgal) NAVD 88 AE7482 AE7482 HORZ ORDER - SECOND AE7482 VERT ORDER - SECOND CLASS II AE7482 AE7482.The North Carolina HARNS have been completed but, AE7482.due to contractual restrictions, coordinates for these stations AE7482.will NOT be published in the near future. In the interim, the AE7482.published coordinates in North Carolina will not be AE7482.consistent with the Continuously Operating Reference Stations AE7482.(CORS). The HARN coordinates for these stations are available AE7482.upon request. Contact Gary Thompson(919-733-3836). AE7482. AE7482.In addition, the published North Carolina positions AE7482.(NAD 83 (1986)) are NOT consistent with those determined in AE7482.adjacent state readjustments. The discontinuity between stations AE7482.located in North Carolina and those in adjacent states AE7482.which have been adjusted to the HARN may be as much as 5 AE7482.decimeters. This will result in a significant loss of accuracy AE7482.over lines crossing such state borders. AE7482 AE7482 AE7482.The horizontal coordinates were established by classical geodetic methods AE7482.and adjusted by the National Geodetic Survey in February 1998. AE7482 AE7482.The orthometric height was determined by differential leveling AE7482.and adjusted by the National Geodetic Survey in September 1998. AE7482 AE7482.The Laplace correction was computed from DEFLEC99 derived deflections. AE7482 AE7482.The geoid height was determined by GEOID03. AE7482 AE7482.The dynamic height is computed by dividing the NAVD 88 AE7482.geopotential number by the normal gravity value computed on the AE7482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7482.degrees latitude (g = 980.6199 gals.). AE7482 AE7482.The modeled gravity was interpolated from observed gravity values. AE7482 AE7482; North East Units Scale Factor Converg. AE7482;SPC NC - 232,990.579 646,926.949 MT 0.99992692 +0 14 18.6 AE7482;SPC NC - 764,403.26 2,122,459.50 sFT 0.99992692 +0 14 18.6 AE7482;UTM 17 - 3,969,955.140 717,930.944 MT 1.00018527 +1 24 50.0 AE7482 AE7482! - Elev Factor x Scale Factor = Combined Factor AE7482!SPC NC - 0.99999015 x 0.99992692 = 0.99991707 AE7482!UTM 17 - 0.99999015 x 1.00018527 = 1.00017542 AE7482 AE7482 SUPERSEDED SURVEY CONTROL AE7482 AE7482 NGVD 29 (02/27/98) 96.00 (m) 315.0 (f) LEVELING 3 AE7482 AE7482.Superseded values are not recommended for survey control. AE7482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7482.See file dsdata.txt to determine how the superseded data were derived. AE7482 AE7482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1793169955(NAD 83) AE7482_MARKER: DH = HORIZONTAL CONTROL DISK AE7482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7482_STAMPING: GREENPOINT 1987 AE7482_MARK LOGO: NCGS AE7482_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7482+STABILITY: SURFACE MOTION AE7482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE7482+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1999 AE7482 AE7482 HISTORY - Date Condition Report By AE7482 HISTORY - 1987 MONUMENTED NCGS AE7482 HISTORY - 19870101 GOOD NCGS AE7482 HISTORY - 19990608 GOOD NCGS AE7482 AE7482 STATION DESCRIPTION AE7482 AE7482'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7482'STATION IS LOCATED ABOUT 8.5 KM (5.30 MI) NORTH-NORTHEAST OF CAPITAL AE7482'SQUARE IN RALEIGH. ALONG MILLBROOK ROAD FOR 0.6 KM (0.35 MI) WEST FROM AE7482'US 1 (CAPITAL BOULEVARD), TO GREEN ROAD, IN THE NORTHWEST QUADRANT. AE7482'MARK IS RECESSED 3 CM BELOW GROUND AND IS 2 FEET (0.6 M) HIGHER THAN AE7482'THE ROAD. LOCATED 9.3 M (30.5 FT) NORTH OF THE CENTERLINE OF THE WEST AE7482'BOUND LANE OF MILLBROOK ROAD, 29.5 M (96.8 FT) SOUTHEAST OF THE AE7482'SOUTHEAST CORNER OF THE SOUTHEAST COLUMN OF AN OFFICE BUILDING, 1.8 M AE7482'(5.9 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF GREENPOINTE SIGN, 4.0 M AE7482'(13.1 FT) EAST-NORTHEAST OF A GUY WIRE BASE, AND 2.3 M (7.5 FT) AE7482'NORTHWEST OF A SIGNAL LIGHT POLE WITH A REFERENCE TAG. AE7482 AE7482 STATION RECOVERY (1987) AE7482 AE7482'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7482'RECOVERED AS DESCRIBED. AE7482 AE7482 STATION RECOVERY (1999) AE7482 AE7482'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL) AE7482'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING UPDATES. STATION IS NOW AE7482'FLUSH WITH THE GROUND. THE GREEN POINT SIGN IS GONE. STATION IS 8.7 FT AE7482'(2.7 M) WEST OF THE SOUTHWEST CORNER OF THE SYSTEL BUSINESS SIGN, AND AE7482'19.5 FT (5.9 M) EAST OF A TWC MANHOLE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0822 *********************************************************************** EZ0822 DESIGNATION - GRENSHAW EZ0822 PID - EZ0822 EZ0822 STATE/COUNTY- NC/WAKE EZ0822 USGS QUAD - WAKE FOREST (1987) EZ0822 EZ0822 *CURRENT SURVEY CONTROL EZ0822 ___________________________________________________________________ EZ0822* NAD 83(1986)- 35 58 31.50839(N) 078 33 02.88516(W) ADJUSTED EZ0822* NAVD 88 - 116.109 (meters) 380.93 (feet) ADJUSTED EZ0822 ___________________________________________________________________ EZ0822 LAPLACE CORR- -6.88 (seconds) DEFLEC99 EZ0822 GEOID HEIGHT- -32.76 (meters) GEOID03 EZ0822 DYNAMIC HT - 116.011 (meters) 380.61 (feet) COMP EZ0822 MODELED GRAV- 979,786.2 (mgal) NAVD 88 EZ0822 EZ0822 HORZ ORDER - SECOND EZ0822 VERT ORDER - SECOND CLASS 0 EZ0822 EZ0822.The North Carolina HARNS have been completed but, EZ0822.due to contractual restrictions, coordinates for these stations EZ0822.will NOT be published in the near future. In the interim, the EZ0822.published coordinates in North Carolina will not be EZ0822.consistent with the Continuously Operating Reference Stations EZ0822.(CORS). The HARN coordinates for these stations are available EZ0822.upon request. Contact Gary Thompson(919-733-3836). EZ0822. EZ0822.In addition, the published North Carolina positions EZ0822.(NAD 83 (1986)) are NOT consistent with those determined in EZ0822.adjacent state readjustments. The discontinuity between stations EZ0822.located in North Carolina and those in adjacent states EZ0822.which have been adjusted to the HARN may be as much as 5 EZ0822.decimeters. This will result in a significant loss of accuracy EZ0822.over lines crossing such state borders. EZ0822 EZ0822 EZ0822.The horizontal coordinates were established by classical geodetic methods EZ0822.and adjusted by the National Geodetic Survey in July 1986. EZ0822 EZ0822.The orthometric height was determined by differential leveling EZ0822.and adjusted by the National Geodetic Survey in June 1991. EZ0822 EZ0822.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0822 EZ0822.The geoid height was determined by GEOID03. EZ0822 EZ0822.The dynamic height is computed by dividing the NAVD 88 EZ0822.geopotential number by the normal gravity value computed on the EZ0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0822.degrees latitude (g = 980.6199 gals.). EZ0822 EZ0822.The modeled gravity was interpolated from observed gravity values. EZ0822 EZ0822; North East Units Scale Factor Converg. EZ0822;SPC NC - 246,965.017 650,113.111 MT 0.99995223 +0 15 33.4 EZ0822;SPC NC - 810,251.06 2,132,912.77 sFT 0.99995223 +0 15 33.4 EZ0822;UTM 17 - 3,983,995.678 720,829.944 MT 1.00020093 +1 26 21.6 EZ0822 EZ0822! - Elev Factor x Scale Factor = Combined Factor EZ0822!SPC NC - 0.99998692 x 0.99995223 = 0.99993915 EZ0822!UTM 17 - 0.99998692 x 1.00020093 = 1.00018785 EZ0822 EZ0822: Primary Azimuth Mark Grid Az EZ0822:SPC NC - BOARD 218 16 01.3 EZ0822:UTM 17 - BOARD 217 05 13.1 EZ0822 EZ0822|---------------------------------------------------------------------| EZ0822| PID Reference Object Distance Geod. Az | EZ0822| dddmmss.s | EZ0822| EZ0823 BOARD 444.378 METERS 2183134.7 | EZ0822|---------------------------------------------------------------------| EZ0822 EZ0822 SUPERSEDED SURVEY CONTROL EZ0822 EZ0822 NAD 27 - 35 58 30.97071(N) 078 33 03.88241(W) AD( ) 2 EZ0822 NGVD 29 (??/??/92) 116.380 (m) 381.82 (f) ADJ UNCH 2 0 EZ0822 EZ0822.Superseded values are not recommended for survey control. EZ0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0822.See file dsdata.txt to determine how the superseded data were derived. EZ0822 EZ0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2083083996(NAD 83) EZ0822_MARKER: DE = TRAVERSE STATION DISK EZ0822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0822_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EZ0822_STAMPING: GRENSHAW 1970 EZ0822_MARK LOGO: NCGS EZ0822_MAGNETIC: N = NO MAGNETIC MATERIAL EZ0822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0822+STABILITY: SURFACE MOTION EZ0822 EZ0822 HISTORY - Date Condition Report By EZ0822 HISTORY - 1970 MONUMENTED NCGS EZ0822 HISTORY - 1972 GOOD NCGS EZ0822 HISTORY - 19850101 SEE DESCRIPTION NCGS EZ0822 EZ0822 STATION DESCRIPTION EZ0822 EZ0822'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ0822'GRENSHAW IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ0822'THE VICINITY OF NORTHWEST WAKE COUNTY. EZ0822' EZ0822'GRENSHAW IS LOCATED APPROXIMATELY 2.3 MILES WEST OF WAKE FOREST. TO EZ0822'REACH STATION PROCEED FROM THE INTERSECTION OF US 1 AND NC 98, GO EZ0822'WEST ON NC 98 FOR 0.65 MILE TO Y INTERSECTION OF NC 98 AND SR 1928, EZ0822'ON THE NORTH SIDE OF INTERSECTION, DIRECTLY IN FRONT OF A SMALL EZ0822'WHITE SHED. EZ0822' EZ0822'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ0822'GRENSHAW 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ0822'WHICH IS 1 INCH ABOVE THE SURFACE OF THE GROUND. EZ0822' EZ0822'MARK IS-- EZ0822'56.6 FEET NNW OF C/L OF NC 98. EZ0822'31.4 FEET NNW OF C/L OF SR 1928. EZ0822'8.1 FEET SW OF ALUMINUM REF. TAG ON PP. EZ0822'73.2 FEET WNW OF ALUMINUM REF. TAG ON YIELD SIGN POST. EZ0822'41.1 FEET WSW OF ALUMINUM REF. TAG ON 10 INCH TWIN OAK. EZ0822'48.3 FEET ESE OF ALUMINUM REF. TAG ON 40 INCH OAK TREE. EZ0822'38.0 FEET S OF SW CORNER OF FRAME DWELLING. EZ0822 EZ0822 STATION RECOVERY (1972) EZ0822 EZ0822'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0822'2.3 MI W FROM WAKE FOREST. EZ0822'FROM THE INTERSECTION OF U.S. 1 AND NC 98 GO W ON NC 98 FOR 0.65 EZ0822'MILE TO Y INTERSECTION OF NC 98 AND SR 1928, ON N SIDE OF EZ0822'INTERSECTION, DIRECTLY IN FRONT OF WHITE SHED, 56.6 FT NNW OF EZ0822'C/L OF NC 98, 31.4 FT NNW OF C/L OF SR 1928, 8.1 FT SW OF ALUM. EZ0822'REF. TAG ON PP, 73.2 FT WNW OF ALUM. REF. TAG ON YIELD SIGN POST, EZ0822'41.1 FT WSW OF ALUM. REF. TAG ON 10 INCH TWIN OAK AND 48.3 FT ESE EZ0822'OF ALUM. REF. TAG ON 40 INCH OAK. STATION IS 1 INCH ABOVE GROUND. EZ0822 EZ0822 STATION RECOVERY (1985) EZ0822 EZ0822'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0822'MARK HAS BEEN DESTROYED. NC 98 NOW RUNS OVER 50 FEET (15.2 M) NORTH EZ0822'OF THE OLD LOCATION. OLD NC 98 IS NOW SR 1967 AND A BIG CURVE EXISTS EZ0822'AT THE INTERSECTION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2440 *********************************************************************** EZ2440 DESIGNATION - GRIFFIN EZ2440 PID - EZ2440 EZ2440 STATE/COUNTY- NC/WAKE EZ2440 USGS QUAD - KNIGHTDALE (1993) EZ2440 EZ2440 *CURRENT SURVEY CONTROL EZ2440 ___________________________________________________________________ EZ2440* NAD 83(1986)- 35 48 03.93193(N) 078 28 15.13251(W) ADJUSTED EZ2440* NAVD 88 - 105.221 (meters) 345.21 (feet) ADJUSTED EZ2440 ___________________________________________________________________ EZ2440 LAPLACE CORR- -6.35 (seconds) DEFLEC99 EZ2440 GEOID HEIGHT- -33.60 (meters) GEOID03 EZ2440 DYNAMIC HT - 105.129 (meters) 344.91 (feet) COMP EZ2440 MODELED GRAV- 979,751.7 (mgal) NAVD 88 EZ2440 EZ2440 HORZ ORDER - SECOND EZ2440 VERT ORDER - SECOND CLASS II EZ2440 EZ2440.The North Carolina HARNS have been completed but, EZ2440.due to contractual restrictions, coordinates for these stations EZ2440.will NOT be published in the near future. In the interim, the EZ2440.published coordinates in North Carolina will not be EZ2440.consistent with the Continuously Operating Reference Stations EZ2440.(CORS). The HARN coordinates for these stations are available EZ2440.upon request. Contact Gary Thompson(919-733-3836). EZ2440. EZ2440.In addition, the published North Carolina positions EZ2440.(NAD 83 (1986)) are NOT consistent with those determined in EZ2440.adjacent state readjustments. The discontinuity between stations EZ2440.located in North Carolina and those in adjacent states EZ2440.which have been adjusted to the HARN may be as much as 5 EZ2440.decimeters. This will result in a significant loss of accuracy EZ2440.over lines crossing such state borders. EZ2440 EZ2440 EZ2440.The horizontal coordinates were established by classical geodetic methods EZ2440.and adjusted by the National Geodetic Survey in July 1986. EZ2440 EZ2440.The orthometric height was determined by differential leveling EZ2440.and adjusted by the National Geodetic Survey in June 1991. EZ2440 EZ2440.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2440 EZ2440.The geoid height was determined by GEOID03. EZ2440 EZ2440.The dynamic height is computed by dividing the NAVD 88 EZ2440.geopotential number by the normal gravity value computed on the EZ2440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2440.degrees latitude (g = 980.6199 gals.). EZ2440 EZ2440.The modeled gravity was interpolated from observed gravity values. EZ2440 EZ2440; North East Units Scale Factor Converg. EZ2440;SPC NC - 227,659.313 657,424.908 MT 0.99991845 +0 18 19.4 EZ2440;SPC NC - 746,912.26 2,156,901.55 sFT 0.99991845 +0 18 19.4 EZ2440;UTM 17 - 3,964,838.789 728,539.118 MT 1.00024365 +1 28 48.4 EZ2440 EZ2440! - Elev Factor x Scale Factor = Combined Factor EZ2440!SPC NC - 0.99998876 x 0.99991845 = 0.99990721 EZ2440!UTM 17 - 0.99998876 x 1.00024365 = 1.00023241 EZ2440 EZ2440: Primary Azimuth Mark Grid Az EZ2440:SPC NC - HODGE 232 37 06.5 EZ2440:UTM 17 - HODGE 231 26 37.5 EZ2440 EZ2440|---------------------------------------------------------------------| EZ2440| PID Reference Object Distance Geod. Az | EZ2440| dddmmss.s | EZ2440| EZ2368 HODGE 405.053 METERS 2325525.9 | EZ2440|---------------------------------------------------------------------| EZ2440 EZ2440 SUPERSEDED SURVEY CONTROL EZ2440 EZ2440 NAD 27 - 35 48 03.39233(N) 078 28 16.12150(W) AD( ) 2 EZ2440 NGVD 29 (??/??/92) 105.500 (m) 346.13 (f) ADJ UNCH 2 2 EZ2440 EZ2440.Superseded values are not recommended for survey control. EZ2440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2440.See file dsdata.txt to determine how the superseded data were derived. EZ2440 EZ2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2853964839(NAD 83) EZ2440_MARKER: DE = TRAVERSE STATION DISK EZ2440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2440_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2440_STAMPING: GRIFFIN 1969 EZ2440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2440+STABILITY: SURFACE MOTION EZ2440 EZ2440 HISTORY - Date Condition Report By EZ2440 HISTORY - 1969 MONUMENTED NCGS EZ2440 HISTORY - 1976 GOOD NCGS EZ2440 HISTORY - 1987 GOOD USPSQD EZ2440 EZ2440 STATION DESCRIPTION EZ2440 EZ2440'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ2440'GRIFFIN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2440'IN THE VICINITY OF KNIGHTDALE, NORTH CAROLINA. EZ2440' EZ2440'GRIFFIN IS LOCATED APPROXIMATELY 0.6 MILE NORTH OF KNIGHTDALE. TO EZ2440'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 64 AND U.S. 1 EZ2440'BYPASS ON EAST SIDE OF RALEIGH, GO EAST ON U.S. 64 FOR 6.5 EZ2440'MILES TO INTERSECTION OF U.S. 64 AND SR 2049, CONTINUE ON U.S. 64 EZ2440'FOR 0.25 MILE TO STATION ON SOUTH SIDE OF EAST BOUND LANE ON EZ2440'A 15 FOOT BANK. EZ2440' EZ2440'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ2440'GRIFFIN 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2440'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ2440' EZ2440'MARK IS EZ2440' EZ2440'85.5 FT NE OF PP WITH ALUMINUM REF. TAG EZ2440' EZ2440'18.9 FT NE OF PP 404 WITH ALUMINUM REF. TAG EZ2440' EZ2440'125.9 FT SW OF PP WITH ALUMINUM REF. TAG EZ2440' EZ2440'46.7 FT SE OF C/L OF E BOUND LANE OF U.S. 64 EZ2440' EZ2440'42.5 FT NW OF CENTER OF LARGE ROCK EZ2440' EZ2440'49.1 FT SSW OF 4 INCH CEDAR TREE EZ2440' EZ2440'17.9 FT SE OF CENTER OF CONCRETE DITCH EZ2440 EZ2440 STATION RECOVERY (1976) EZ2440 EZ2440'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2440'0.9 MI NNE FROM KNIGHTDALE. EZ2440'TO REACH STATION FROM THE INTERSECTION OF US 64 AND SR 2049 (FIRST EZ2440'AVE) IN NORTHEAST SECTION OF KNIGHTDALE, PROCEED NORTHEAST ALONG US 64 EZ2440'FOR 0.25 MILE TO STATION ON RIGHT ON TOP OF A 15 FOOT BANK. 47.6 FT. EZ2440'SE OF CENTERLINE OF EAST BOUND LANE OF US 64, 17.7 FT. SE OF CENTER OF EZ2440'CONCRETE DITCH, 5.6 FT. WNW OF CORNER OF FENCE POST WITH ALUMINUM REF. EZ2440'TAG, 42.5 FT. NW OF CENTER OF LARGE ROCK, 17.7 FT. ENE OF POWER POLE EZ2440'NO. 404 WITH ALUMINUM REF. TAG, 85.5 FT. NE OF POWER POLE WITH EZ2440'ALUMINUM REF. TAG AND 125.9 FT. SW OF POWER POLE WITH ALUMINUM REF. EZ2440'TAG. DISK IS SET IN CONCRETE CYLINDER, 1 INCH BELOW THE SURFACE OF EZ2440'THE GROUND. EZ2440 EZ2440 STATION RECOVERY (1987) EZ2440 EZ2440'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ2440'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6657 *********************************************************************** EZ6657 DESIGNATION - GROWERS EZ6657 PID - EZ6657 EZ6657 STATE/COUNTY- NC/WAKE EZ6657 USGS QUAD - FUQUAY-VARINA (1993) EZ6657 EZ6657 *CURRENT SURVEY CONTROL EZ6657 ___________________________________________________________________ EZ6657* NAD 83(1986)- 35 35 23.08565(N) 078 47 57.83432(W) ADJUSTED EZ6657* NAVD 88 - 127.2 (meters) 417. (feet) VERTCON EZ6657 ___________________________________________________________________ EZ6657 LAPLACE CORR- -4.75 (seconds) DEFLEC99 EZ6657 GEOID HEIGHT- -32.69 (meters) GEOID03 EZ6657 EZ6657 HORZ ORDER - SECOND EZ6657 EZ6657.The North Carolina HARNS have been completed but, EZ6657.due to contractual restrictions, coordinates for these stations EZ6657.will NOT be published in the near future. In the interim, the EZ6657.published coordinates in North Carolina will not be EZ6657.consistent with the Continuously Operating Reference Stations EZ6657.(CORS). The HARN coordinates for these stations are available EZ6657.upon request. Contact Gary Thompson(919-733-3836). EZ6657. EZ6657.In addition, the published North Carolina positions EZ6657.(NAD 83 (1986)) are NOT consistent with those determined in EZ6657.adjacent state readjustments. The discontinuity between stations EZ6657.located in North Carolina and those in adjacent states EZ6657.which have been adjusted to the HARN may be as much as 5 EZ6657.decimeters. This will result in a significant loss of accuracy EZ6657.over lines crossing such state borders. EZ6657 EZ6657 EZ6657.The horizontal coordinates were established by classical geodetic methods EZ6657.and adjusted by the National Geodetic Survey in March 1993. EZ6657 EZ6657.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6657 EZ6657.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6657 EZ6657.The geoid height was determined by GEOID03. EZ6657 EZ6657; North East Units Scale Factor Converg. EZ6657;SPC NC - 204,102.927 627,779.399 MT 0.99988994 +0 06 56.8 EZ6657;SPC NC - 669,627.69 2,059,639.58 sFT 0.99988994 +0 06 56.8 EZ6657;UTM 17 - 3,940,675.726 699,373.089 MT 1.00008986 +1 16 52.0 EZ6657 EZ6657! - Elev Factor x Scale Factor = Combined Factor EZ6657!SPC NC - 0.99998516 x 0.99988994 = 0.99987510 EZ6657!UTM 17 - 0.99998516 x 1.00008986 = 1.00007502 EZ6657 EZ6657 SUPERSEDED SURVEY CONTROL EZ6657 EZ6657 NGVD 29 (03/10/93) 127.5 (m) 418. (f) VERT ANG EZ6657 EZ6657.Superseded values are not recommended for survey control. EZ6657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6657.See file dsdata.txt to determine how the superseded data were derived. EZ6657 EZ6657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9937340676(NAD 83) EZ6657_MARKER: DE = TRAVERSE STATION DISK EZ6657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6657_SP_SET: CONCRETE POST EZ6657_STAMPING: GROWERS 1983 EZ6657_MARK LOGO: NCGS EZ6657_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ6657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6657+STABILITY: SURFACE MOTION EZ6657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6657+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2004 EZ6657 EZ6657 HISTORY - Date Condition Report By EZ6657 HISTORY - 1983 MONUMENTED NCGS EZ6657 HISTORY - 20041106 GOOD GEOCAC EZ6657 EZ6657 STATION DESCRIPTION EZ6657 EZ6657'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 EZ6657'STATION IS LOCATED IN FUQUAY VARINA. EZ6657'AT THE INTERSECTION OF US 401 (MAIN STREET) AND WAKE CHAPEL ROAD, EZ6657'APPROXIMATELY 190 FEET NORTH-NORTHEAST OF GRADE CROSSING OF SOUTHERN EZ6657'RAILROAD, AT SOUTH EDGE OF THE PARKING LOT OF THE NC TOBACCO GROWERS EZ6657'ASSOCIATION BUILDING. EZ6657'THE STATION IS A STANDARD NCGS DISK STAMPED---GROWERS 1983---, SET EZ6657'INTO THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER FLUSH WITH EZ6657'GROUND. LOCATED 13.23 METERS (43.4 FT) NORTHWEST FROM THE WESTERNMOST EZ6657'RAIL, 14.02 METERS (46.0 FT) EAST FROM THE CENTERLINE OF WAKE CHAPEL EZ6657'ROAD, 18 METERS (58.9 FT) SOUTH OF CENTER OF SOUTH HEADWALL, 5.24 EZ6657'METERS (17.2 FT) EAST-NORTHEAST FROM A POWER POLE WITH REFERENCE TAG, EZ6657'14.60 METERS (47.9 FT) SOUTH FROM A 4 X 4 INCH WOODEN LAMP POST IN EZ6657'SOUTH END OF PAVED PARKING LOT, AND 0.91 METERS (3.0 FT) SOUTHEAST EZ6657'FROM THE EAST EDGE OF SHRUBBERY. EZ6657'STATION IS 0.7 M (2.0 FT) ABOVE THE LEVEL OF TRACKS. EZ6657 EZ6657 STATION RECOVERY (2004) EZ6657 EZ6657'RECOVERY NOTE BY GEOCACHING 2004 (PFF) EZ6657'RECOVERED AS DESCRIBED. BUILDING NOW OCCUPIED BY DICKENS INSURANCE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0861 *********************************************************************** EZ0861 DESIGNATION - GUIDE EZ0861 PID - EZ0861 EZ0861 STATE/COUNTY- NC/WAKE EZ0861 USGS QUAD - WAKE FOREST (1987) EZ0861 EZ0861 *CURRENT SURVEY CONTROL EZ0861 ___________________________________________________________________ EZ0861* NAD 83(1986)- 35 58 43.47128(N) 078 36 08.19372(W) ADJUSTED EZ0861* NAVD 88 - 110.892 (meters) 363.82 (feet) ADJUSTED EZ0861 ___________________________________________________________________ EZ0861 LAPLACE CORR- -6.67 (seconds) DEFLEC99 EZ0861 GEOID HEIGHT- -32.54 (meters) GEOID03 EZ0861 DYNAMIC HT - 110.798 (meters) 363.51 (feet) COMP EZ0861 MODELED GRAV- 979,789.1 (mgal) NAVD 88 EZ0861 EZ0861 HORZ ORDER - SECOND EZ0861 VERT ORDER - SECOND CLASS 0 EZ0861 EZ0861.The North Carolina HARNS have been completed but, EZ0861.due to contractual restrictions, coordinates for these stations EZ0861.will NOT be published in the near future. In the interim, the EZ0861.published coordinates in North Carolina will not be EZ0861.consistent with the Continuously Operating Reference Stations EZ0861.(CORS). The HARN coordinates for these stations are available EZ0861.upon request. Contact Gary Thompson(919-733-3836). EZ0861. EZ0861.In addition, the published North Carolina positions EZ0861.(NAD 83 (1986)) are NOT consistent with those determined in EZ0861.adjacent state readjustments. The discontinuity between stations EZ0861.located in North Carolina and those in adjacent states EZ0861.which have been adjusted to the HARN may be as much as 5 EZ0861.decimeters. This will result in a significant loss of accuracy EZ0861.over lines crossing such state borders. EZ0861 EZ0861 EZ0861.The horizontal coordinates were established by classical geodetic methods EZ0861.and adjusted by the National Geodetic Survey in July 1986. EZ0861 EZ0861.The orthometric height was determined by differential leveling EZ0861.and adjusted by the National Geodetic Survey in June 1991. EZ0861 EZ0861.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0861 EZ0861.The geoid height was determined by GEOID03. EZ0861 EZ0861.The dynamic height is computed by dividing the NAVD 88 EZ0861.geopotential number by the normal gravity value computed on the EZ0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0861.degrees latitude (g = 980.6199 gals.). EZ0861 EZ0861.The modeled gravity was interpolated from observed gravity values. EZ0861 EZ0861; North East Units Scale Factor Converg. EZ0861;SPC NC - 247,313.912 645,469.318 MT 0.99995297 +0 13 46.4 EZ0861;SPC NC - 811,395.73 2,117,677.25 sFT 0.99995297 +0 13 46.4 EZ0861;UTM 17 - 3,984,248.939 716,178.856 MT 1.00017588 +1 24 33.0 EZ0861 EZ0861! - Elev Factor x Scale Factor = Combined Factor EZ0861!SPC NC - 0.99998770 x 0.99995297 = 0.99994067 EZ0861!UTM 17 - 0.99998770 x 1.00017588 = 1.00016358 EZ0861 EZ0861|---------------------------------------------------------------------| EZ0861| PID Reference Object Distance Geod. Az | EZ0861| dddmmss.s | EZ0861| EZ5006 FN 95 391.951 METERS 13940 | EZ0861| EZ0862 RICHARD 320.085 METERS 29704 | EZ0861|---------------------------------------------------------------------| EZ0861 EZ0861 SUPERSEDED SURVEY CONTROL EZ0861 EZ0861 NAD 27 - 35 58 42.93156(N) 078 36 09.18813(W) AD( ) 2 EZ0861 NGVD 29 (??/??/92) 111.164 (m) 364.71 (f) ADJ UNCH 2 0 EZ0861 EZ0861.Superseded values are not recommended for survey control. EZ0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0861.See file dsdata.txt to determine how the superseded data were derived. EZ0861 EZ0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1617984249(NAD 83) EZ0861_MARKER: DE = TRAVERSE STATION DISK EZ0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0861_SP_SET: CULVERT EZ0861_STAMPING: GUIDE 1970 EZ0861_MARK LOGO: NCGS EZ0861_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0861+STABILITY: SURFACE MOTION EZ0861 EZ0861 HISTORY - Date Condition Report By EZ0861 HISTORY - 1970 MONUMENTED NCGS EZ0861 HISTORY - 1972 GOOD NCGS EZ0861 HISTORY - 19850101 GOOD NCGS EZ0861 EZ0861 STATION DESCRIPTION EZ0861 EZ0861'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ0861'GUIDE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0861'VICINITY OF NORTHWEST WAKE COUNTY. EZ0861' EZ0861'GUIDE IS LOCATED APPROXIMATELY 3.1 MILES NNW OF FALLS AND 3.2 MILES EZ0861'NORTHEAST OF BAYLEAF. TO REACH STATION PROCEED FROM THE EZ0861'INTERSECTION OF US 1 AND NC 98, GO WEST ON NC 98 FOR 2.85 MILES TO T EZ0861'INTERSECTION OF NC 98 AND SR 2004, CONTINUE WEST ON NC 98 FOR 1.2 EZ0861'MILES TO STATION ON RIGHT, IN SOUTHWEST CORNER OF YARD OF LARGE ONE EZ0861'STORY BRICK HOME, AND 0.55 MILE EAST OF INTERSECTION OF NC 98 AND EZ0861'SR 1917. EZ0861' EZ0861'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ0861'GUIDE 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ0861'IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0861' EZ0861'MARK IS-- EZ0861'45.2 FEET NE OF C/L OF NC 98. EZ0861'10.9 FEET NE OF ALUMINUM REF. TAG ON PP W/TRANSFORMER. EZ0861'9.1 FEET SW OF BOTTOM OF GUY WIRE. EZ0861'80.4 FEET W OF 12 INCH PINE IN FRONT OF PORCH. EZ0861'100.9 FEET WSW OF TOP OF EAST CORNER OF STEPS. EZ0861'176.5 FEET NW OF ALUMINUM REF. TAG ON PP. EZ0861'185.7 FEET NW OF TOP OF NORTHWEST END OF 16 INCH CONCRETE EZ0861'CULVERT. EZ0861 EZ0861 STATION RECOVERY (1972) EZ0861 EZ0861'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0861'3.1 MI NNW FROM FALLS. EZ0861'STATION IS 3.1 MI. NNW OF FALLS AND 3.2 MILES NE OF BAYLEAF. EZ0861'FROM INTERSECTION OF U.S. 1 AND NC 98 GO W ON NC 98 FOR 2.85 EZ0861'MILES TO T INTERSECTION OF NC 98 AND SR 2004, CONTINUE W ON EZ0861'NC 98 FOR 1.2 MILES TO STATION ON RIGHT, IN SW CORNER OF YARD EZ0861'OF LARGE ONE STORY BRICK HOME, AND 0.55 MILE E OF INTERSECTION EZ0861'OF NC 98 AND SR 1917, 45.2 FT NE OF C/L OF NC 98, 10.9 FT NE OF EZ0861'ALUM. REF. TAG ON PP W/TRANSFORMER, 100.9 FT WSW OF TOP OF E EZ0861'CORNER OF STEPS, 176.5 FT NW OF ALUM. REF. TAG ON PP AND 185.7 EZ0861'FT NW OF TOP OF NW END OF 16 INCH CONCRETE CULVERT. STATION IS EZ0861'FLUSH WITH GROUND. EZ0861 EZ0861 STATION RECOVERY (1985) EZ0861 EZ0861'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0861'STATION IS LOCATED ABOUT 5.2 KM (3.25 MI) WEST OF WAKE FOREST, AND 4.8 EZ0861'KM (3.00 MI) NORTH-NORTHWEST OF FALLS COMMUNITY. PROCEED ALONG NC 98 EZ0861'FOR 6.6 KM (4.10 MI) WEST FROM US 1 OVERPASS, OR ABOUT 0.3 KM (0.20 EZ0861'MI) EAST OF SR 1907 (STONY HILL ROAD), THENCE SOUTH ALONG SR 2004 EZ0861'(CHOPLIN ROAD) FOR ABOUT 150 FEET, THENCE EAST ALONG 1966 (OLD KEITH EZ0861'ROAD-ALSO OLD NC 98) FOR 0.6 KM (0.35 MI) TO STATION IN YARD OF P. G. EZ0861'CASH, ABOUT ON PROLONGATION OF THE WEST SIDE OF THE BRICK RESIDENCE. EZ0861'LOCATED 13.8 M (45.3 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD, 56.6 EZ0861'M (185.7 FT) NORTHWEST OF THE NORTHWEST END OF THE DRIVE CULVERT, 29.7 EZ0861'M (97.4 FT) SOUTHWEST OF THE WEST-MOST CORNER OF THE HOUSE, 51.8 M EZ0861'(169.9 FT) SOUTHEAST OF A TELEPHONE PEDESTAL, 11.9 M (39.0 FT) EZ0861'NORTH-NORTHWEST OF A SIGN POST (LOVENWORK ACRES), AND 3.4 M (11.2 FT) EZ0861'NORTHEAST OF A POWER POLE WITH TRANSFORMER AND REFERENCE TAG. MARK IS EZ0861'ABOUT 7 FEET (2.1 M) HIGHER THAN THE ROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2541 *********************************************************************** EZ2541 DESIGNATION - HAFO EZ2541 PID - EZ2541 EZ2541 STATE/COUNTY- NC/WAKE EZ2541 USGS QUAD - RALEIGH EAST (1993) EZ2541 EZ2541 *CURRENT SURVEY CONTROL EZ2541 ___________________________________________________________________ EZ2541* NAD 83(1986)- 35 48 13.28522(N) 078 35 40.59165(W) ADJUSTED EZ2541* NAVD 88 - 71.082 (meters) 233.21 (feet) ADJUSTED EZ2541 ___________________________________________________________________ EZ2541 LAPLACE CORR- -7.87 (seconds) DEFLEC99 EZ2541 GEOID HEIGHT- -33.06 (meters) GEOID03 EZ2541 DYNAMIC HT - 71.021 (meters) 233.01 (feet) COMP EZ2541 MODELED GRAV- 979,767.3 (mgal) NAVD 88 EZ2541 EZ2541 HORZ ORDER - SECOND EZ2541 VERT ORDER - SECOND CLASS II EZ2541 EZ2541.The North Carolina HARNS have been completed but, EZ2541.due to contractual restrictions, coordinates for these stations EZ2541.will NOT be published in the near future. In the interim, the EZ2541.published coordinates in North Carolina will not be EZ2541.consistent with the Continuously Operating Reference Stations EZ2541.(CORS). The HARN coordinates for these stations are available EZ2541.upon request. Contact Gary Thompson(919-733-3836). EZ2541. EZ2541.In addition, the published North Carolina positions EZ2541.(NAD 83 (1986)) are NOT consistent with those determined in EZ2541.adjacent state readjustments. The discontinuity between stations EZ2541.located in North Carolina and those in adjacent states EZ2541.which have been adjusted to the HARN may be as much as 5 EZ2541.decimeters. This will result in a significant loss of accuracy EZ2541.over lines crossing such state borders. EZ2541 EZ2541 EZ2541.The horizontal coordinates were established by classical geodetic methods EZ2541.and adjusted by the National Geodetic Survey in July 1986. EZ2541 EZ2541.The orthometric height was determined by differential leveling EZ2541.and adjusted by the National Geodetic Survey in June 1991. EZ2541 EZ2541.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2541 EZ2541.The geoid height was determined by GEOID03. EZ2541 EZ2541.The dynamic height is computed by dividing the NAVD 88 EZ2541.geopotential number by the normal gravity value computed on the EZ2541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2541.degrees latitude (g = 980.6199 gals.). EZ2541 EZ2541.The modeled gravity was interpolated from observed gravity values. EZ2541 EZ2541; North East Units Scale Factor Converg. EZ2541;SPC NC - 227,894.923 646,240.086 MT 0.99991889 +0 14 02.3 EZ2541;SPC NC - 747,685.26 2,120,206.02 sFT 0.99991889 +0 14 02.3 EZ2541;UTM 17 - 3,964,845.143 717,348.527 MT 1.00018215 +1 24 27.8 EZ2541 EZ2541! - Elev Factor x Scale Factor = Combined Factor EZ2541!SPC NC - 0.99999403 x 0.99991889 = 0.99991292 EZ2541!UTM 17 - 0.99999403 x 1.00018215 = 1.00017618 EZ2541 EZ2541: Primary Azimuth Mark Grid Az EZ2541:SPC NC - WILL 317 52 34.3 EZ2541:UTM 17 - WILL 316 42 08.8 EZ2541 EZ2541|---------------------------------------------------------------------| EZ2541| PID Reference Object Distance Geod. Az | EZ2541| dddmmss.s | EZ2541| EZ2540 WILL APPROX. 0.9 KM 3180636.6 | EZ2541|---------------------------------------------------------------------| EZ2541 EZ2541 SUPERSEDED SURVEY CONTROL EZ2541 EZ2541 NAD 27 - 35 48 12.74825(N) 078 35 41.57796(W) AD( ) 2 EZ2541 NGVD 29 (??/??/92) 71.362 (m) 234.13 (f) ADJ UNCH 2 2 EZ2541 EZ2541.Superseded values are not recommended for survey control. EZ2541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2541.See file dsdata.txt to determine how the superseded data were derived. EZ2541 EZ2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1734964845(NAD 83) EZ2541_MARKER: DE = TRAVERSE STATION DISK EZ2541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2541_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2541_STAMPING: HAFO 1965 EZ2541_MAGNETIC: N = NO MAGNETIC MATERIAL EZ2541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2541+STABILITY: SURFACE MOTION EZ2541 EZ2541 HISTORY - Date Condition Report By EZ2541 HISTORY - 1965 MONUMENTED NCGS EZ2541 HISTORY - 1977 GOOD NCGS EZ2541 HISTORY - 1982 MARK NOT FOUND LOCSUR EZ2541 HISTORY - 1984 MARK NOT FOUND NCGS EZ2541 HISTORY - 1984 MARK NOT FOUND NCGS EZ2541 HISTORY - 20040521 MARK NOT FOUND USPSQD EZ2541 EZ2541 STATION DESCRIPTION EZ2541 EZ2541'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ2541'HAFO IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2541'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ2541' EZ2541'HAFO IS 3.0 MILES NE OF RALEIGH. LOCATED 0.9 MILES NW ALONG EZ2541'U.S. 1 BYPASS FROM BRIDGE ON U.S. 64. 1.0 MILE SE ALONG EZ2541'U.S. 1 BYPASS FROM BRIDGE ON U.S. 1 NORTH. AT S OF W. BOUND EZ2541'LANE OF U.S. 1 BYPASS AT THE FOOT OF EXIT SIGN. EZ2541' EZ2541'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2541'HAFO 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2541'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ2541' EZ2541'MARK IS EZ2541' EZ2541'30.8 FT E OF C/L OF W BOUND LANE EZ2541' EZ2541'9.4 FT E OF YELLOW ARROW ON W BOUND LANE EZ2541' EZ2541'7.7 FT N OF W POST ON EXIT SIGN EZ2541' EZ2541'80.9 FT S OF C/L OF DRAIN COVER EZ2541' EZ2541'140.5 FT S OF U.S. 64 ROAD SIGN EZ2541' EZ2541'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ2541 EZ2541 STATION RECOVERY (1977) EZ2541 EZ2541'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 EZ2541'3.0 MI NE FROM RALEIGH. EZ2541'STATION IS LOCATED ALONG US 64 BYPASS (RALEIGH BELTLINE), 1.0 MILE EZ2541'SOUTHEAST OF THE US 1 US 401 (N) INTERCHANGE, AND 0.9 MILE NORTHWEST EZ2541'OF THE US 64 (NEW BERN AVE.) INTERCHANGE, AND IN NORTHEAST SHOULDER OF EZ2541'HIGHWAY ON NORTHWEST SIDE OF EXIT RAMP NEAR EXIT SIGN. 30.8 FT. E OF EZ2541'CENTERLINE OF WEST BOUND LANE, 7.7 FT. N OF WEST POST ON EXIT SIGN, EZ2541'80.9 FT. S OF CENTERLINE OF DRAIN COVER AND 140.5 FT. S OF US 64 ROAD EZ2541'SIGN. DISK IS SET IN TOP OF CONCRETE CYLINDER, 2 INCHES BELOW THE EZ2541'SURFACE OF THE GROUND. EZ2541 EZ2541 STATION RECOVERY (1982) EZ2541 EZ2541'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (DB) EZ2541'THE STATION WAS SEARCHED FOR BUT NOT FOUND, MOST REFERENCES ARE GONE, EZ2541'DISTANCE CHECK FROM STATION WILL NCGS PLACE MARK UNDER 6 OR 7 INCHES EZ2541'OF ASPHALT. EZ2541 EZ2541 STATION RECOVERY (1984) EZ2541 EZ2541'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ2541'THE STATION NOT RECOVERED AT THIS DATE. EZ2541'STATION WAS SEARCHED FOR BUT NOT FOUND. PROBABLY DESTROYED BY EZ2541'GRADING. EZ2541' EZ2541'NCGS EZ2541 EZ2541 STATION RECOVERY (1984) EZ2541 EZ2541'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ2541'THE STATION NOT RECOVERED AT THIS DATE. EZ2541 EZ2541 STATION RECOVERY (2004) EZ2541 EZ2541'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ2541'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4403 *********************************************************************** EZ4403 DESIGNATION - HALES EZ4403 PID - EZ4403 EZ4403 STATE/COUNTY- NC/WAKE EZ4403 USGS QUAD - ZEBULON (1981) EZ4403 EZ4403 *CURRENT SURVEY CONTROL EZ4403 ___________________________________________________________________ EZ4403* NAD 83(1986)- 35 48 43.04884(N) 078 18 49.76611(W) ADJUSTED EZ4403* NAVD 88 - 107.9 (meters) 354. (feet) VERTCON EZ4403 ___________________________________________________________________ EZ4403 LAPLACE CORR- -3.43 (seconds) DEFLEC99 EZ4403 GEOID HEIGHT- -34.05 (meters) GEOID03 EZ4403 EZ4403 HORZ ORDER - SECOND EZ4403 EZ4403.The North Carolina HARNS have been completed but, EZ4403.due to contractual restrictions, coordinates for these stations EZ4403.will NOT be published in the near future. In the interim, the EZ4403.published coordinates in North Carolina will not be EZ4403.consistent with the Continuously Operating Reference Stations EZ4403.(CORS). The HARN coordinates for these stations are available EZ4403.upon request. Contact Gary Thompson(919-733-3836). EZ4403. EZ4403.In addition, the published North Carolina positions EZ4403.(NAD 83 (1986)) are NOT consistent with those determined in EZ4403.adjacent state readjustments. The discontinuity between stations EZ4403.located in North Carolina and those in adjacent states EZ4403.which have been adjusted to the HARN may be as much as 5 EZ4403.decimeters. This will result in a significant loss of accuracy EZ4403.over lines crossing such state borders. EZ4403 EZ4403 EZ4403.The horizontal coordinates were established by classical geodetic methods EZ4403.and adjusted by the National Geodetic Survey in July 1986. EZ4403 EZ4403.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4403 EZ4403.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4403 EZ4403.The geoid height was determined by GEOID03. EZ4403 EZ4403; North East Units Scale Factor Converg. EZ4403;SPC NC - 228,951.693 671,610.490 MT 0.99992028 +0 23 45.7 EZ4403;SPC NC - 751,152.35 2,203,442.08 sFT 0.99992028 +0 23 45.7 EZ4403;UTM 17 - 3,966,422.513 742,700.366 MT 1.00032589 +1 34 21.1 EZ4403 EZ4403! - Elev Factor x Scale Factor = Combined Factor EZ4403!SPC NC - 0.99998841 x 0.99992028 = 0.99990869 EZ4403!UTM 17 - 0.99998841 x 1.00032589 = 1.00031429 EZ4403 EZ4403: Primary Azimuth Mark Grid Az EZ4403:SPC NC - WAKEFIELD 343 54 27.7 EZ4403:UTM 17 - WAKEFIELD 342 43 52.3 EZ4403 EZ4403|---------------------------------------------------------------------| EZ4403| PID Reference Object Distance Geod. Az | EZ4403| dddmmss.s | EZ4403| EZ4411 WAKEFIELD 410.331 METERS 3441813.4 | EZ4403|---------------------------------------------------------------------| EZ4403 EZ4403 SUPERSEDED SURVEY CONTROL EZ4403 EZ4403 NAD 27 - 35 48 42.49349(N) 078 18 50.76853(W) AD( ) 2 EZ4403 NGVD 29 (07/19/86) 108.2 (m) 355. (f) VERT ANG EZ4403 EZ4403.Superseded values are not recommended for survey control. EZ4403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4403.See file dsdata.txt to determine how the superseded data were derived. EZ4403 EZ4403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4270066423(NAD 83) EZ4403_MARKER: DE = TRAVERSE STATION DISK EZ4403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4403_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4403_STAMPING: HALES 1969 EZ4403_MARK LOGO: NCGS EZ4403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4403+STABILITY: SURFACE MOTION EZ4403_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ4403+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2005 EZ4403 EZ4403 HISTORY - Date Condition Report By EZ4403 HISTORY - 1969 MONUMENTED NCGS EZ4403 HISTORY - 20050425 GOOD USPSQD EZ4403 EZ4403 STATION DESCRIPTION EZ4403 EZ4403'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ4403'HALES IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ4403'THE VICINITY OF ZEBULON, NORTH CAROLINA. EZ4403' EZ4403'HALES IS LOCATED APPROXIMATELY 1.0 MILE SOUTH OF ZEBULON. TO EZ4403'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 64 AND NC 96 EZ4403'IN ZEBULON, GO WEST ON U.S. 64 FOR 0.25 MILE TO INTERSECTION OF EZ4403'U.S. 64 AND SR 2349, TURN LEFT (SOUTH) ON SR 2349 FOR 0.3 MILE TO EZ4403'RAILROAD TRACKS, CONTINUE ACROSS TRACKS FOR 0.5 MILE TO EZ4403'STATION ON EAST SIDE OF ROAD AND DIRECTLY UNDER POWER LINE. EZ4403' EZ4403'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ4403'HALES 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ4403'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ4403' EZ4403'MARK IS EZ4403' EZ4403'22.6 FT E OF C/L OF SR 2349 EZ4403' EZ4403'33.1 FT N OF SPEED SIGN, WITH ALUMINUM REF. TAG EZ4403' EZ4403'123.8 FT NE OF PP W/TRANSFORMER AND WITH ALUMINUM REF. TAG EZ4403' EZ4403'118.0 FT ESE OF DOUBLE PP WITH ALUMINUM REF. TAG EZ4403' EZ4403'124.6 FT WNW OF PP WITH ALUMINUM REF. TAG EZ4403' EZ4403'156.1 FT SSE OF 20 INCH OAK TREE EZ4403' EZ4403'87.7 FT SE OF PROPERTY CORNER STAKE (IRON PIPE) EZ4403 EZ4403 STATION RECOVERY (2005) EZ4403 EZ4403'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ4403'N 35 48.718 EZ4403'W 078 18.828 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0976 *********************************************************************** EZ0976 DESIGNATION - HALLS PLACE EZ0976 PID - EZ0976 EZ0976 STATE/COUNTY- NC/WAKE EZ0976 USGS QUAD - BAYLEAF (1987) EZ0976 EZ0976 *CURRENT SURVEY CONTROL EZ0976 ___________________________________________________________________ EZ0976* NAD 83(1986)- 35 54 09.76429(N) 078 39 40.97516(W) ADJUSTED EZ0976* NAVD 88 - 145.197 (meters) 476.37 (feet) ADJUSTED EZ0976 ___________________________________________________________________ EZ0976 LAPLACE CORR- -6.79 (seconds) DEFLEC99 EZ0976 GEOID HEIGHT- -32.50 (meters) GEOID03 EZ0976 DYNAMIC HT - 145.073 (meters) 475.96 (feet) COMP EZ0976 MODELED GRAV- 979,781.9 (mgal) NAVD 88 EZ0976 EZ0976 HORZ ORDER - SECOND EZ0976 VERT ORDER - SECOND CLASS 0 EZ0976 EZ0976.The North Carolina HARNS have been completed but, EZ0976.due to contractual restrictions, coordinates for these stations EZ0976.will NOT be published in the near future. In the interim, the EZ0976.published coordinates in North Carolina will not be EZ0976.consistent with the Continuously Operating Reference Stations EZ0976.(CORS). The HARN coordinates for these stations are available EZ0976.upon request. Contact Gary Thompson(919-733-3836). EZ0976. EZ0976.In addition, the published North Carolina positions EZ0976.(NAD 83 (1986)) are NOT consistent with those determined in EZ0976.adjacent state readjustments. The discontinuity between stations EZ0976.located in North Carolina and those in adjacent states EZ0976.which have been adjusted to the HARN may be as much as 5 EZ0976.decimeters. This will result in a significant loss of accuracy EZ0976.over lines crossing such state borders. EZ0976 EZ0976 EZ0976.The horizontal coordinates were established by classical geodetic methods EZ0976.and adjusted by the National Geodetic Survey in July 1986. EZ0976 EZ0976.The orthometric height was determined by differential leveling EZ0976.and adjusted by the National Geodetic Survey in June 1991. EZ0976 EZ0976.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0976 EZ0976.The geoid height was determined by GEOID03. EZ0976 EZ0976.The dynamic height is computed by dividing the NAVD 88 EZ0976.geopotential number by the normal gravity value computed on the EZ0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0976.degrees latitude (g = 980.6199 gals.). EZ0976 EZ0976.The modeled gravity was interpolated from observed gravity values. EZ0976 EZ0976; North East Units Scale Factor Converg. EZ0976;SPC NC - 238,858.559 640,167.739 MT 0.99993701 +0 11 43.6 EZ0976;SPC NC - 783,655.12 2,100,283.66 sFT 0.99993701 +0 11 43.6 EZ0976;UTM 17 - 3,975,684.515 711,051.116 MT 1.00014889 +1 22 18.8 EZ0976 EZ0976! - Elev Factor x Scale Factor = Combined Factor EZ0976!SPC NC - 0.99998231 x 0.99993701 = 0.99991932 EZ0976!UTM 17 - 0.99998231 x 1.00014889 = 1.00013120 EZ0976 EZ0976: Primary Azimuth Mark Grid Az EZ0976:SPC NC - MONDAY 262 07 01.7 EZ0976:UTM 17 - MONDAY 260 56 26.5 EZ0976 EZ0976|---------------------------------------------------------------------| EZ0976| PID Reference Object Distance Geod. Az | EZ0976| dddmmss.s | EZ0976| EZ0977 MONDAY APPROX. 0.5 KM 2621845.3 | EZ0976|---------------------------------------------------------------------| EZ0976 EZ0976 SUPERSEDED SURVEY CONTROL EZ0976 EZ0976 NAD 27 - 35 54 09.23868(N) 078 39 41.96149(W) AD( ) 2 EZ0976 NGVD 29 (??/??/92) 145.48 (m) 477.3 (f) COMPUTED 2 0 EZ0976 EZ0976.Superseded values are not recommended for survey control. EZ0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0976.See file dsdata.txt to determine how the superseded data were derived. EZ0976 EZ0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1105175685(NAD 83) EZ0976_MARKER: DE = TRAVERSE STATION DISK EZ0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0976_STAMPING: HALLS PLACE 1961 EZ0976_MARK LOGO: NCGS EZ0976_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0976+STABILITY: SURFACE MOTION EZ0976 EZ0976 HISTORY - Date Condition Report By EZ0976 HISTORY - 1961 MONUMENTED NCGS EZ0976 HISTORY - 1973 GOOD NCGS EZ0976 HISTORY - 1985 GOOD USPSQD EZ0976 HISTORY - 1986 GOOD USPSQD EZ0976 HISTORY - 19870101 GOOD NCGS EZ0976 EZ0976 STATION DESCRIPTION EZ0976 EZ0976'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ0976'HALLS PLACE IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ0976'ESTABLISHED IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ0976' EZ0976'HALLS PLACE IS 8.9 MILES N OF RALEIGH. GO WEST ON U.S. 70 5.3 EZ0976'MILES TO BRIDGE OVER CRABTREE CREEK, CONTINUE 0.4 MILES TO EZ0976'INTERSECTION OF U.S. 70 AND NC 50 AND BEAR RIGHT ON NC 50 TOWARDS EZ0976'CREEDMOOR AND GO 4.3 MILES TO INTERSECTION OF SR 1829, TURN RIGHT EZ0976'AND GO 1.2 MILES TO STATION ON LEFT SIDE OF ROAD. EZ0976' EZ0976'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ0976'HALLS PLACE 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE EZ0976'TOP OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0976' EZ0976'MARK IS EZ0976' EZ0976'60.1 FT WSW OF SW CORNER OF CONCRETE BLOCK BUILDING EZ0976' EZ0976'7.3 FT ESE OF 18 INCH OAK TREE WITH ALUMINUM REF. TAG EZ0976' EZ0976'26.6 FT NNE OF C/L OF SR 1829 EZ0976 EZ0976 STATION RECOVERY (1973) EZ0976 EZ0976'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0976'4.9 MI NW FROM MILLBROOK. EZ0976'HALLS PLACE IS LOCATED APPROXIMATELY 8.5 MILES NORTH OF CAPITOL EZ0976'SQUARE IN RALEIGH. TO REACH STATION FROM INTERSECTION OF NC 50 EZ0976'WITH SR 1829, PROCEED EAST ALONG SR 1829 FOR 1.15 MILES TO STATION EZ0976'ON LEFT, 0.5 MILES WEST OF SIX FORKS, 26.0 FT NORTH OF C/L OF SR EZ0976'1829, 60.1 FT WSW OF SW CORNER OF CONCRETE BLOCK BUILDING, 7.3 FT EZ0976'ESE OF 28 IN OAK W/ALUMINUM REF. TAG, AND 129.8 FT WNW OF SERVICE EZ0976'POLE W/ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER 2 INCHES EZ0976'ABOVE THE SURFACE OF THE GROUND. EZ0976 EZ0976 STATION RECOVERY (1985) EZ0976 EZ0976'RECOVERY NOTE BY US POWER SQUADRON 1985 (JTS) EZ0976'RECOVERED IN GOOD CONDITION. EZ0976 EZ0976 STATION RECOVERY (1986) EZ0976 EZ0976'RECOVERY NOTE BY US POWER SQUADRON 1986 (PS) EZ0976'RECOVERED IN GOOD CONDITION. EZ0976 EZ0976 STATION RECOVERY (1987) EZ0976 EZ0976'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ0976'DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS. STATION EZ0976'IS LOCATED IN NORTH RALEIGH. ALONG STRICKLAND ROAD FOR 0.5 MI (0.8 KM) EZ0976'WEST FROM SIX FORKS ROAD INTERSECTION, AT A LARGE OAK TREE. MARK IS EZ0976'FLUSH WITH GROUND SURFACE. LOCATED 26.5 FT (8.1 M) NORTH-NORTHEAST OF EZ0976'THE CENTERLINE OF ROAD, 49.9 FT (15.2 M) NORTH OF MANHOLE COVER, 85.6 EZ0976'FT (26.1 M) SOUTHEAST OF SOUTHEAST CORNER OF FRAME HOUSE, 60.1 FT EZ0976'(18.3 M) WEST-SOUTHWEST OF SOUTHWEST CORNER OF CONCRETE BLOCK EZ0976'BUILDING, AND 7.3 FT (2.2 M) EAST-SOUTHEAST OF 18-INCH TREE WITH A EZ0976'REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7329 *********************************************************************** AE7329 DESIGNATION - HARBOUR AE7329 PID - AE7329 AE7329 STATE/COUNTY- NC/WAKE AE7329 USGS QUAD - RALEIGH WEST (1988) AE7329 AE7329 *CURRENT SURVEY CONTROL AE7329 ___________________________________________________________________ AE7329* NAD 83(1986)- 35 52 22.15617(N) 078 41 57.94793(W) ADJUSTED AE7329* NAVD 88 - 118.0 (meters) 387. (feet) VERTCON AE7329 ___________________________________________________________________ AE7329 LAPLACE CORR- -7.19 (seconds) DEFLEC99 AE7329 GEOID HEIGHT- -32.42 (meters) GEOID03 AE7329 AE7329 HORZ ORDER - SECOND AE7329 AE7329.The North Carolina HARNS have been completed but, AE7329.due to contractual restrictions, coordinates for these stations AE7329.will NOT be published in the near future. In the interim, the AE7329.published coordinates in North Carolina will not be AE7329.consistent with the Continuously Operating Reference Stations AE7329.(CORS). The HARN coordinates for these stations are available AE7329.upon request. Contact Gary Thompson(919-733-3836). AE7329. AE7329.In addition, the published North Carolina positions AE7329.(NAD 83 (1986)) are NOT consistent with those determined in AE7329.adjacent state readjustments. The discontinuity between stations AE7329.located in North Carolina and those in adjacent states AE7329.which have been adjusted to the HARN may be as much as 5 AE7329.decimeters. This will result in a significant loss of accuracy AE7329.over lines crossing such state borders. AE7329 AE7329 AE7329.The horizontal coordinates were established by classical geodetic methods AE7329.and adjusted by the National Geodetic Survey in March 1998. AE7329 AE7329.The NAVD 88 height was computed by applying the VERTCON shift value to AE7329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7329 AE7329.The Laplace correction was computed from DEFLEC99 derived deflections. AE7329 AE7329.The geoid height was determined by GEOID03. AE7329 AE7329; North East Units Scale Factor Converg. AE7329;SPC NC - 235,531.106 636,743.259 MT 0.99993123 +0 10 24.5 AE7329;SPC NC - 772,738.30 2,089,048.51 sFT 0.99993123 +0 10 24.5 AE7329;UTM 17 - 3,972,286.793 707,694.944 MT 1.00013157 +1 20 54.9 AE7329 AE7329! - Elev Factor x Scale Factor = Combined Factor AE7329!SPC NC - 0.99998657 x 0.99993123 = 0.99991780 AE7329!UTM 17 - 0.99998657 x 1.00013157 = 1.00011813 AE7329 AE7329 SUPERSEDED SURVEY CONTROL AE7329 AE7329 NGVD 29 (03/10/98) 118.3 (m) 388. (f) VERT ANG AE7329 AE7329.Superseded values are not recommended for survey control. AE7329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7329.See file dsdata.txt to determine how the superseded data were derived. AE7329 AE7329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0769572287(NAD 83) AE7329_MARKER: DH = HORIZONTAL CONTROL DISK AE7329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7329_STAMPING: HARBOUR 1986 AE7329_MARK LOGO: NCGS AE7329_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AE7329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7329+STABILITY: SURFACE MOTION AE7329 AE7329 HISTORY - Date Condition Report By AE7329 HISTORY - 1986 MONUMENTED NCGS AE7329 AE7329 STATION DESCRIPTION AE7329 AE7329'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7329'STATION IS LOCATED ABOUT 11.8 KM (7.35 MI) NORTH-NORTHWEST OF CAPITOL AE7329'SQUARE (IN RALEIGH) AND 4.5 KM (2.80 MI) SOUTHEAST OF LEESVILLE AE7329'COMMUNITY. PROCEED ALONG SR 1822 (LEESVILLE ROAD) FOR 3.1 KM (1.90 MI) AE7329'NORTHWEST FROM THE NC 50 CROSSROADS TO THE ENTRANCE TO--HARBOUR AE7329'POINTE--SUBDIVISION. THENCE 0.3 KM (0.20 MI) EAST ALONG LAKE FRONT AE7329'DRIVE TO THE END OF THE PAVEMENT (SOUTH MOST PARKING AREA) , THENCE AE7329'SOUTH ALONG THE POWER TRANSMISSION RIGHT-OF-WAY FOR ABOUT 260 FT (79.2 AE7329'M) TO A GROUP OF POLES BESIDE A SUBSTATION, AND THE STATION, AT THE AE7329'NORTHEAST MOST POLE. MARK IS FLUSH WITH GROUND. LOCATED 3.3 M (10.8 AE7329'FT) WEST OF THE CENTER OF THE POWERLINE ROAD, 20.3 M (66.6 FT) EAST OF AE7329'A CHAINLINK FENCE AROUND THE SUBSTATION, 3.1 M (10.2 FT) EAST OF THE AE7329'NORTHEAST CORNER OF A METAL CONTROL BOX, 37.0 M (121.4 FT) AE7329'SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF A CHAINLINK FENCE, AND 0.9 AE7329'M (3.0 FT) NORTH-NORTHWEST OF A POWER POLE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7328 *********************************************************************** AE7328 DESIGNATION - HARBOUR AZ MK AE7328 PID - AE7328 AE7328 STATE/COUNTY- NC/WAKE AE7328 USGS QUAD - RALEIGH WEST (1988) AE7328 AE7328 *CURRENT SURVEY CONTROL AE7328 ___________________________________________________________________ AE7328* NAD 83(1986)- 35 52 05.63255(N) 078 41 56.38007(W) ADJUSTED AE7328* NAVD 88 - 93.9 (meters) 308. (feet) VERTCON AE7328 ___________________________________________________________________ AE7328 LAPLACE CORR- -7.15 (seconds) DEFLEC99 AE7328 GEOID HEIGHT- -32.44 (meters) GEOID03 AE7328 AE7328 HORZ ORDER - SECOND AE7328 AE7328.The North Carolina HARNS have been completed but, AE7328.due to contractual restrictions, coordinates for these stations AE7328.will NOT be published in the near future. In the interim, the AE7328.published coordinates in North Carolina will not be AE7328.consistent with the Continuously Operating Reference Stations AE7328.(CORS). The HARN coordinates for these stations are available AE7328.upon request. Contact Gary Thompson(919-733-3836). AE7328. AE7328.In addition, the published North Carolina positions AE7328.(NAD 83 (1986)) are NOT consistent with those determined in AE7328.adjacent state readjustments. The discontinuity between stations AE7328.located in North Carolina and those in adjacent states AE7328.which have been adjusted to the HARN may be as much as 5 AE7328.decimeters. This will result in a significant loss of accuracy AE7328.over lines crossing such state borders. AE7328 AE7328 AE7328.The horizontal coordinates were established by classical geodetic methods AE7328.and adjusted by the National Geodetic Survey in March 1998. AE7328 AE7328.The NAVD 88 height was computed by applying the VERTCON shift value to AE7328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7328 AE7328.The Laplace correction was computed from DEFLEC99 derived deflections. AE7328 AE7328.The geoid height was determined by GEOID03. AE7328 AE7328; North East Units Scale Factor Converg. AE7328;SPC NC - 235,021.983 636,784.131 MT 0.99993036 +0 10 25.4 AE7328;SPC NC - 771,067.96 2,089,182.60 sFT 0.99993036 +0 10 25.4 AE7328;UTM 17 - 3,971,778.514 707,746.258 MT 1.00013184 +1 20 55.3 AE7328 AE7328! - Elev Factor x Scale Factor = Combined Factor AE7328!SPC NC - 0.99999035 x 0.99993036 = 0.99992071 AE7328!UTM 17 - 0.99999035 x 1.00013184 = 1.00012219 AE7328 AE7328 SUPERSEDED SURVEY CONTROL AE7328 AE7328 NGVD 29 (03/10/98) 94.2 (m) 309. (f) VERT ANG AE7328 AE7328.Superseded values are not recommended for survey control. AE7328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7328.See file dsdata.txt to determine how the superseded data were derived. AE7328 AE7328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0774671779(NAD 83) AE7328_MARKER: DZ = AZIMUTH MARK DISK AE7328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7328_STAMPING: HARBOUR 1986 AE7328_MARK LOGO: NCGS AE7328_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AE7328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7328+STABILITY: SURFACE MOTION AE7328 AE7328 HISTORY - Date Condition Report By AE7328 HISTORY - 1986 MONUMENTED NCGS AE7328 AE7328 STATION DESCRIPTION AE7328 AE7328'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7328'STATION IS LOCATED ABOUT 11.8 KM (7.35 MI) NORTH-NORTHWEST OF CAPITOL AE7328'SQUARE (IN RALEIGH) AND 4.5 KM (2.80 MI) SOUTHEAST OF LEESVILLE AE7328'COMMUNITY. AT THE INTERSECTION OF SR 1822 (LEESVILLE ROAD) AND SR 1826 AE7328'(RAY ROAD) . MARK IS FLUSH WITH GROUND. LOCATED 11.4 M (37.4 FT) WEST AE7328'OF THE CENTERLINE OF LEESVILLE ROAD, 0.6 M (2.0 FT) NORTH-NORTHWEST OF AE7328'A METAL TRANSMISSION POLE, 4.1 M (13.5 FT) SOUTHWEST OF A FIRE AE7328'HYDRANT, AND 9.2 M (30.2 FT) EAST OF A 6-INCH BIRCH WITH A REFERENCE AE7328'TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7325 *********************************************************************** AE7325 DESIGNATION - HARDEN AE7325 PID - AE7325 AE7325 STATE/COUNTY- NC/WAKE AE7325 USGS QUAD - RALEIGH WEST (1988) AE7325 AE7325 *CURRENT SURVEY CONTROL AE7325 ___________________________________________________________________ AE7325* NAD 83(1986)- 35 48 48.57482(N) 078 42 19.49840(W) ADJUSTED AE7325* NAVD 88 - 147.5 (meters) 484. (feet) VERTCON AE7325 ___________________________________________________________________ AE7325 LAPLACE CORR- -6.97 (seconds) DEFLEC99 AE7325 GEOID HEIGHT- -32.55 (meters) GEOID03 AE7325 AE7325 HORZ ORDER - SECOND AE7325 AE7325.The North Carolina HARNS have been completed but, AE7325.due to contractual restrictions, coordinates for these stations AE7325.will NOT be published in the near future. In the interim, the AE7325.published coordinates in North Carolina will not be AE7325.consistent with the Continuously Operating Reference Stations AE7325.(CORS). The HARN coordinates for these stations are available AE7325.upon request. Contact Gary Thompson(919-733-3836). AE7325. AE7325.In addition, the published North Carolina positions AE7325.(NAD 83 (1986)) are NOT consistent with those determined in AE7325.adjacent state readjustments. The discontinuity between stations AE7325.located in North Carolina and those in adjacent states AE7325.which have been adjusted to the HARN may be as much as 5 AE7325.decimeters. This will result in a significant loss of accuracy AE7325.over lines crossing such state borders. AE7325 AE7325 AE7325.The horizontal coordinates were established by classical geodetic methods AE7325.and adjusted by the National Geodetic Survey in March 1998. AE7325 AE7325.The NAVD 88 height was computed by applying the VERTCON shift value to AE7325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7325 AE7325.The Laplace correction was computed from DEFLEC99 derived deflections. AE7325 AE7325.The geoid height was determined by GEOID03. AE7325 AE7325; North East Units Scale Factor Converg. AE7325;SPC NC - 228,947.183 636,222.225 MT 0.99992055 +0 10 12.1 AE7325;SPC NC - 751,137.55 2,087,339.08 sFT 0.99992055 +0 10 12.1 AE7325;UTM 17 - 3,965,692.226 707,308.849 MT 1.00012961 +1 20 35.3 AE7325 AE7325! - Elev Factor x Scale Factor = Combined Factor AE7325!SPC NC - 0.99998197 x 0.99992055 = 0.99990252 AE7325!UTM 17 - 0.99998197 x 1.00012961 = 1.00011157 AE7325 AE7325 SUPERSEDED SURVEY CONTROL AE7325 AE7325 NGVD 29 (03/10/98) 147.7 (m) 485. (f) VERT ANG AE7325 AE7325.Superseded values are not recommended for survey control. AE7325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7325.See file dsdata.txt to determine how the superseded data were derived. AE7325 AE7325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0730965692(NAD 83) AE7325_MARKER: DH = HORIZONTAL CONTROL DISK AE7325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7325_STAMPING: HARDEN 1986 AE7325_MARK LOGO: NCGS AE7325_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7325+STABILITY: SURFACE MOTION AE7325 AE7325 HISTORY - Date Condition Report By AE7325 HISTORY - 1986 MONUMENTED NCGS AE7325 AE7325 STATION DESCRIPTION AE7325 AE7325'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7325'STATION IS LOCATED ABOUT 7.0 KM (4.35 MI) WEST-NORTHWEST OF CAPITOL AE7325'SQUARE (IN RALEIGH). ALONG SR 1664 (BLUE RIDGE ROAD) FOR 1.1 KM (0.70 AE7325'MI) NORTH FROM THE WADE AVENUE EXTENSION OVERPASS TO HARDEN ROAD, IN AE7325'THE NORTHEAST QUADRANT OF THE T-INTERSECTION, ON THE PROLONGATION OF AE7325'THE SOUTH SIDE OF A HOUSE (2406). MARK IS RECESSED 1 INCH BELOW GROUND AE7325'AND IS 1 FOOT (0.3 M) HIGHER THAN THE ROAD. LOCATED 5.1 M (16.7 FT) AE7325'EAST OF THE CENTERLINE OF THE NORTHBOUND LANES, 28.3 M (92.8 FT) NORTH AE7325'OF THE CENTERLINE OF HARDEN ROAD, 41.1 M (134.8 FT) SOUTH OF A FIRE AE7325'HYDRANT, 8.3 M (27.2 FT) WEST OF THE SOUTHWEST CORNER OF THE HOUSE, AE7325'12.8 M (42.0 FT) SOUTHWEST OF THE NORTHWEST CORNER OF THE HOUSE--AND AE7325'22.8 M (74.8 FT) NORTH-NORTHWEST OF A RIGHT-OF-WAY MARKER AT A SERVICE AE7325'POLE, 19.4 M (63.6 FT) SOUTH-SOUTHWEST OF A POWER POLE--BOTH WITH AE7325'REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1011 *********************************************************************** EZ1011 DESIGNATION - HARMON EZ1011 PID - EZ1011 EZ1011 STATE/COUNTY- NC/WAKE EZ1011 USGS QUAD - LAKE WHEELER (1993) EZ1011 EZ1011 *CURRENT SURVEY CONTROL EZ1011 ___________________________________________________________________ EZ1011* NAD 83(1986)- 35 41 46.09548(N) 078 40 21.25904(W) ADJUSTED EZ1011* NAVD 88 - 103.521 (meters) 339.64 (feet) ADJUSTED EZ1011 ___________________________________________________________________ EZ1011 LAPLACE CORR- -6.83 (seconds) DEFLEC99 EZ1011 GEOID HEIGHT- -32.94 (meters) GEOID03 EZ1011 DYNAMIC HT - 103.430 (meters) 339.34 (feet) COMP EZ1011 MODELED GRAV- 979,756.3 (mgal) NAVD 88 EZ1011 EZ1011 HORZ ORDER - SECOND EZ1011 VERT ORDER - SECOND CLASS 0 EZ1011 EZ1011.The North Carolina HARNS have been completed but, EZ1011.due to contractual restrictions, coordinates for these stations EZ1011.will NOT be published in the near future. In the interim, the EZ1011.published coordinates in North Carolina will not be EZ1011.consistent with the Continuously Operating Reference Stations EZ1011.(CORS). The HARN coordinates for these stations are available EZ1011.upon request. Contact Gary Thompson(919-733-3836). EZ1011. EZ1011.In addition, the published North Carolina positions EZ1011.(NAD 83 (1986)) are NOT consistent with those determined in EZ1011.adjacent state readjustments. The discontinuity between stations EZ1011.located in North Carolina and those in adjacent states EZ1011.which have been adjusted to the HARN may be as much as 5 EZ1011.decimeters. This will result in a significant loss of accuracy EZ1011.over lines crossing such state borders. EZ1011 EZ1011 EZ1011.The horizontal coordinates were established by classical geodetic methods EZ1011.and adjusted by the National Geodetic Survey in July 1986. EZ1011 EZ1011.The orthometric height was determined by differential leveling EZ1011.and adjusted by the National Geodetic Survey in June 1991. EZ1011 EZ1011.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1011 EZ1011.The geoid height was determined by GEOID03. EZ1011 EZ1011.The dynamic height is computed by dividing the NAVD 88 EZ1011.geopotential number by the normal gravity value computed on the EZ1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1011.degrees latitude (g = 980.6199 gals.). EZ1011 EZ1011.The modeled gravity was interpolated from observed gravity values. EZ1011 EZ1011; North East Units Scale Factor Converg. EZ1011;SPC NC - 215,936.606 639,233.236 MT 0.99990259 +0 11 20.3 EZ1011;SPC NC - 708,452.01 2,097,217.71 sFT 0.99990259 +0 11 20.3 EZ1011;UTM 17 - 3,952,742.984 710,585.942 MT 1.00014650 +1 21 30.7 EZ1011 EZ1011! - Elev Factor x Scale Factor = Combined Factor EZ1011!SPC NC - 0.99998892 x 0.99990259 = 0.99989151 EZ1011!UTM 17 - 0.99998892 x 1.00014650 = 1.00013542 EZ1011 EZ1011: Primary Azimuth Mark Grid Az EZ1011:SPC NC - FAITH 015 45 10.0 EZ1011:UTM 17 - FAITH 014 34 59.6 EZ1011 EZ1011|---------------------------------------------------------------------| EZ1011| PID Reference Object Distance Geod. Az | EZ1011| dddmmss.s | EZ1011| EZ1010 FAITH APPROX. 0.5 KM 0155630.3 | EZ1011|---------------------------------------------------------------------| EZ1011 EZ1011 SUPERSEDED SURVEY CONTROL EZ1011 EZ1011 NAD 27 - 35 41 45.54039(N) 078 40 22.23625(W) AD( ) 2 EZ1011 NGVD 29 (??/??/92) 103.787 (m) 340.51 (f) ADJ UNCH 2 0 EZ1011 EZ1011.Superseded values are not recommended for survey control. EZ1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1011.See file dsdata.txt to determine how the superseded data were derived. EZ1011 EZ1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1058652743(NAD 83) EZ1011_MARKER: DE = TRAVERSE STATION DISK EZ1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1011_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1011_STAMPING: HARMON 1967 EZ1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1011+STABILITY: SURFACE MOTION EZ1011 EZ1011 HISTORY - Date Condition Report By EZ1011 HISTORY - 1967 MONUMENTED NCGS EZ1011 HISTORY - 1973 GOOD NCGS EZ1011 HISTORY - 1973 GOOD NCGS EZ1011 EZ1011 STATION DESCRIPTION EZ1011 EZ1011'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1011'HARMON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1011'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ1011' EZ1011'HARMON IS LOCATED APPROXIMATELY 6.2 MILES SOUTH OF RALEIGH. TO EZ1011'REACH STATION PROCEED FROM THE DIVISION OF U.S. 401 FROM U.S. 70 EZ1011'AND NC 50. GO SOUTH ON U.S. 401 FOR 2.65 MILES TO STATION, WHICH EZ1011'IS 0.75 MILES NORTH OF BRIDGE OVER SWIFT CREEK, ON TOP OF 6 FT CUT EZ1011'UNDER NORTH EDGE OF A 24 INCH OAK TREE, AND APPROXIMATELY 60 FT EZ1011'NORTH OF OLD DRIVEWAY. EZ1011' EZ1011'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1011'HARMON 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1011'WHICH IS 1 INCH ABOVE THE SURFACE OF THE GROUND. EZ1011' EZ1011'MARK IS EZ1011' EZ1011'50.9 FT E OF C/L OF U.S. 401 N BOUND LANE EZ1011' EZ1011'21.2 FT NNW OF 24 INCH OAK TREE WITH ALUMINUM REF. TAG EZ1011' EZ1011'99.3 FT N OF 24 INCH OAK TREE WITH ALUMINUM REF. TAG EZ1011' EZ1011'56.6 FT S OF PP ON TOP OF CUT AT OUTDOOR SIGN WITH ALUMINUM EZ1011'REF. TAG EZ1011' EZ1011'29.8 FT SSW OF 8 INCH PINE TREE WITH ALUMINUM REF. TAG EZ1011' EZ1011'5.0 FT E OF W EDGE OF CUT EZ1011 EZ1011 STATION RECOVERY (1973) EZ1011 EZ1011'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1011'3.1 MI W FROM GARNER. EZ1011'HARMON IS LOCATED 6.1 MILES SSW OF CAPITOL SQUARE IN RALEIGH. EZ1011'TO REACH STATION FROM THE INTERSECTION OF SOUTH BOUND LANES OF EZ1011'U.S. 401-U.S. 70 AND NC 50 (JUST SW OF TRYON HILLS SHOPPING EZ1011'CENTER), PROCEED SOUTHERLY ALONG U.S. 401 FOR 02.70 MILES TO EZ1011'STATION ON THE LEFT, NEAR 3 LARGE OAKS AND AN OLD DRIVEWAY, 0.15 EZ1011'MILES NORTH OF SR 2777, (ENTRANCE TO COLONIAL HEIGHTS), 02.75 EZ1011'MILES NORTH OF SR 1010 (MC CULLERS CROSSROADS), 50.9 FT ESE OF EZ1011'C/L OF NORTH BOUND LANE, 41.0 FT NE OF NE END OF CULVERT UNDER EZ1011'OLD DRIVEWAY, 56.6 FT SSW OF PP WITH ALUMINUM REF. TAG AT BILLBOARD, EZ1011'21.2 FT N OF 24 IN OAK WITH ALUMINUM REF. TAG, 29.8 FT SSW OF 10 EZ1011'IN PINE WITH ALUMINUM REF. TAG, 99.3 FT NNE OF 24 IN OAK WITH EZ1011'ALUMINUM REF. TAG, AND 05.0 FT ESE OF EDGE OF CUT. DISK IS SET EZ1011'IN CONCRETE CYLINDER 1 INCH ABOVE THE SURFACE OF THE GROUND. EZ1011 EZ1011 STATION RECOVERY (1973) EZ1011 EZ1011'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1011'LOCATED 6.1 MILES SSW OF CAPITOL SQUARE IN RALEIGH. TO REACH STATION EZ1011'FROM THE INTERSECTION OF SOUTH BOUND LANES OF US 401-US 70 AND NC 50 EZ1011'(JUST SW OF TRYON HILLS SHOPPING CENTER), PROCEED SOUTHERLY ALONG US EZ1011'401 FOR 02.70 MILES TO STATION ON THE LEFT, NEAR 3 LARGE OAKS AND AN EZ1011'OLD DRIVEWAY, 0.15 MILES NORTH OF SR 2777, (ENTRANCE TO COLONIAL EZ1011'HEIGHTS), 02.75 MILES NORTH OF SR 1010 (MCCULLERS CROSSROADS). 50.9 EZ1011'FT. ESE OF C/L OF NORTH BOUND LANE, 41.0 FT. NE OF NE END OF CULVERT EZ1011'UNDER OLD DRIVEWAY, 56.6 FT. SSW OF PP WITH ALUMINUM REF. TAG AT EZ1011'BILLBOARD, 21.2 FT. N OF 24 IN. OAK WITH ALUMINUM REF. TAG, 29.8 FT. EZ1011'SSW OF 10 IN. PINE WITH ALUMINUM REF. TAG, 99.3 FT. NNE OF 24 IN. OAK EZ1011'WITH ALUMINUM REF. TAG, AND 05.0 FT. ESE OF EDGE OF CUT. DISK IS SET EZ1011'IN CONCRETE CYLINDER 1 INCH ABOVE THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5225 *********************************************************************** EZ5225 DESIGNATION - HARRISON EZ5225 PID - EZ5225 EZ5225 STATE/COUNTY- NC/WAKE EZ5225 USGS QUAD - BAYLEAF (1987) EZ5225 EZ5225 *CURRENT SURVEY CONTROL EZ5225 ___________________________________________________________________ EZ5225* NAD 83(1986)- 35 58 29.66865(N) 078 37 43.84371(W) ADJUSTED EZ5225* NAVD 88 - 93.7 (meters) 307. (feet) VERTCON EZ5225 ___________________________________________________________________ EZ5225 LAPLACE CORR- -6.75 (seconds) DEFLEC99 EZ5225 GEOID HEIGHT- -32.45 (meters) GEOID03 EZ5225 EZ5225 HORZ ORDER - SECOND EZ5225 EZ5225.The North Carolina HARNS have been completed but, EZ5225.due to contractual restrictions, coordinates for these stations EZ5225.will NOT be published in the near future. In the interim, the EZ5225.published coordinates in North Carolina will not be EZ5225.consistent with the Continuously Operating Reference Stations EZ5225.(CORS). The HARN coordinates for these stations are available EZ5225.upon request. Contact Gary Thompson(919-733-3836). EZ5225. EZ5225.In addition, the published North Carolina positions EZ5225.(NAD 83 (1986)) are NOT consistent with those determined in EZ5225.adjacent state readjustments. The discontinuity between stations EZ5225.located in North Carolina and those in adjacent states EZ5225.which have been adjusted to the HARN may be as much as 5 EZ5225.decimeters. This will result in a significant loss of accuracy EZ5225.over lines crossing such state borders. EZ5225 EZ5225 EZ5225.The horizontal coordinates were established by classical geodetic methods EZ5225.and adjusted by the National Geodetic Survey in July 1986. EZ5225 EZ5225.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5225 EZ5225.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5225 EZ5225.The geoid height was determined by GEOID03. EZ5225 EZ5225; North East Units Scale Factor Converg. EZ5225;SPC NC - 246,879.233 643,074.798 MT 0.99995212 +0 12 51.2 EZ5225;SPC NC - 809,969.62 2,109,821.23 sFT 0.99995212 +0 12 51.2 EZ5225;UTM 17 - 3,983,764.961 713,793.272 MT 1.00016324 +1 23 36.3 EZ5225 EZ5225! - Elev Factor x Scale Factor = Combined Factor EZ5225!SPC NC - 0.99999038 x 0.99995212 = 0.99994250 EZ5225!UTM 17 - 0.99999038 x 1.00016324 = 1.00015362 EZ5225 EZ5225: Primary Azimuth Mark Grid Az EZ5225:SPC NC - MITCHELL 036 04 08.8 EZ5225:UTM 17 - MITCHELL 034 53 23.7 EZ5225 EZ5225|---------------------------------------------------------------------| EZ5225| PID Reference Object Distance Geod. Az | EZ5225| dddmmss.s | EZ5225| EZ5207 MITCHELL APPROX. 0.5 KM 0361700.0 | EZ5225| EZ5224 SCATES 324.507 METERS 21758 | EZ5225|---------------------------------------------------------------------| EZ5225 EZ5225 SUPERSEDED SURVEY CONTROL EZ5225 EZ5225 NAD 27 - 35 58 29.13412(N) 078 37 44.83532(W) AD( ) 2 EZ5225 NGVD 29 (07/19/86) 94.0 (m) 308. (f) VERT ANG EZ5225 EZ5225.Superseded values are not recommended for survey control. EZ5225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5225.See file dsdata.txt to determine how the superseded data were derived. EZ5225 EZ5225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1379383765(NAD 83) EZ5225_MARKER: DE = TRAVERSE STATION DISK EZ5225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5225_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5225_STAMPING: HARRISON 1970 EZ5225_MARK LOGO: NCGS EZ5225_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ5225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5225+STABILITY: SURFACE MOTION EZ5225 EZ5225 HISTORY - Date Condition Report By EZ5225 HISTORY - 1970 MONUMENTED NCGS EZ5225 HISTORY - 19850101 GOOD NCGS EZ5225 EZ5225 STATION DESCRIPTION EZ5225 EZ5225'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ5225'HARRISON IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ5225'THE VICINITY OF NORTHWEST WAKE COUNTY. EZ5225' EZ5225'HARRISON IS LOCATED APPROXIMATELY 2.1 MILES NORTH OF BAYLEAF AND EZ5225'3.7 MILES NORTHWEST OF FALLS. TO REACH STATION PROCEED FROM THE EZ5225'INTERSECTION OF NC 98 AND SR 2003, GO SOUTH ON SR 2003 FOR 0.4 MILE EZ5225'TO STATION ON RIGHT, ACROSS ROAD FROM HOME OF MR. HARRISON. EZ5225' EZ5225'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ5225'HARRISON 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5225'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5225' EZ5225'MARK IS-- EZ5225'16.4 FEET WNW OF C/L OF SR 2003. EZ5225'22.5 FEET S OF TOP OF S END OF 14 INCH CONCRETE CULVERT. EZ5225'38.6 FEET S OF TOP OF N END OF 14 INCH CONCRETE CULVERT. EZ5225'30.4 FEET SE OF ALUMINUM REF. TAG ON 6 INCH PINE TREE. EZ5225'87.1 FEET NNE OF TOP OF W END OF 24 INCH CONCRETE CULVERT EZ5225'UNDER SR 2003. EZ5225'98.1 FEET N OF TOP OF E END OF 24 INCH CONCRETE CULVERT UNDER EZ5225'SR 2003. 35.2 FEET S OF SE CORNER OF TOBACCO HOUSE. EZ5225'81.9 FEET SSW OF ALUMINUM REF. TAG ON PP NO. 5. EZ5225 EZ5225 STATION RECOVERY (1985) EZ5225 EZ5225'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ5225'RECOVERED AS DESCRIBED. A COMPLETE NEW DESCRIPTION FOLLOWS. STATION IS EZ5225'LOCATED ABOUT 3.4 KM (2.10 MI) NORTH OF BAYLEAF, AND 6.0 KM (3.70 MI) EZ5225'NORTHWEST OF FALLS. PROCEED ALONG SR 2180 FOR 0.2 KM (0.10 MI) TO A EZ5225'PAVED ROAD SOUTH (OLD NC 98), CONTINUE SOUTH ALONG THE PAVED ROAD FOR EZ5225'0.4 KM (0.25 MI) TO STATION, IN THE RIGHT SHOULDER, ABOUT 0.4 KM (0.25 EZ5225'MI) NORTH OF THE DEAD END OF THE ROAD. MARK IS RECESSED 2 INCHES BELOW EZ5225'GROUND AND IS LEVEL WITH ROAD. LOCATED 5.0 M (16.4 FT) NORTHWEST OF EZ5225'THE CENTERLINE OF THE ROAD, 26.5 M (86.9 FT) NORTHEAST OF THE WEST END EZ5225'OF A ROAD CULVERT, 29.3 M (96.1 FT) NORTH-NORTHEAST OF THE NORTHEAST EZ5225'END OF AN L-SHAPED HEADWALL, 9.2 M (30.2 FT) SOUTH-SOUTHEAST OF A EZ5225'10-INCH PINE WITH A REFERENCE TAG, 6.8 M (22.3 FT) SOUTHWEST OF THE EZ5225'SOUTH END OF AN OLD DRIVEWAY CULVERT, AND 62.7 M (205.7 FT) FROM THE EZ5225'TOP OF THE SOUTHWEST CEMETERY FENCE CORNER POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5236 *********************************************************************** EZ5236 DESIGNATION - HARRY EZ5236 PID - EZ5236 EZ5236 STATE/COUNTY- NC/WAKE EZ5236 USGS QUAD - GARNER (1993) EZ5236 EZ5236 *CURRENT SURVEY CONTROL EZ5236 ___________________________________________________________________ EZ5236* NAD 83(1986)- 35 42 30.52540(N) 078 31 42.16255(W) ADJUSTED EZ5236* NAVD 88 - 107.7 (meters) 353. (feet) VERTCON EZ5236 ___________________________________________________________________ EZ5236 LAPLACE CORR- -6.76 (seconds) DEFLEC99 EZ5236 GEOID HEIGHT- -33.55 (meters) GEOID03 EZ5236 EZ5236 HORZ ORDER - SECOND EZ5236 EZ5236.The North Carolina HARNS have been completed but, EZ5236.due to contractual restrictions, coordinates for these stations EZ5236.will NOT be published in the near future. In the interim, the EZ5236.published coordinates in North Carolina will not be EZ5236.consistent with the Continuously Operating Reference Stations EZ5236.(CORS). The HARN coordinates for these stations are available EZ5236.upon request. Contact Gary Thompson(919-733-3836). EZ5236. EZ5236.In addition, the published North Carolina positions EZ5236.(NAD 83 (1986)) are NOT consistent with those determined in EZ5236.adjacent state readjustments. The discontinuity between stations EZ5236.located in North Carolina and those in adjacent states EZ5236.which have been adjusted to the HARN may be as much as 5 EZ5236.decimeters. This will result in a significant loss of accuracy EZ5236.over lines crossing such state borders. EZ5236 EZ5236 EZ5236.The horizontal coordinates were established by classical geodetic methods EZ5236.and adjusted by the National Geodetic Survey in July 1986. EZ5236 EZ5236.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5236 EZ5236.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5236 EZ5236.The geoid height was determined by GEOID03. EZ5236 EZ5236; North East Units Scale Factor Converg. EZ5236;SPC NC - 217,358.326 652,276.059 MT 0.99990428 +0 16 19.9 EZ5236;SPC NC - 713,116.44 2,140,009.04 sFT 0.99990428 +0 16 19.9 EZ5236;UTM 17 - 3,954,431.254 723,600.619 MT 1.00021614 +1 26 35.5 EZ5236 EZ5236! - Elev Factor x Scale Factor = Combined Factor EZ5236!SPC NC - 0.99998836 x 0.99990428 = 0.99989264 EZ5236!UTM 17 - 0.99998836 x 1.00021614 = 1.00020450 EZ5236 EZ5236: Primary Azimuth Mark Grid Az EZ5236:SPC NC - DENNIS 218 28 30.0 EZ5236:UTM 17 - DENNIS 217 18 14.4 EZ5236 EZ5236|---------------------------------------------------------------------| EZ5236| PID Reference Object Distance Geod. Az | EZ5236| dddmmss.s | EZ5236| EZ5231 DENNIS APPROX. 0.6 KM 2184449.9 | EZ5236|---------------------------------------------------------------------| EZ5236 EZ5236 SUPERSEDED SURVEY CONTROL EZ5236 EZ5236 NAD 27 - 35 42 29.97579(N) 078 31 43.15599(W) AD( ) 2 EZ5236 NGVD 29 (07/19/86) 108.0 (m) 354. (f) VERT ANG EZ5236 EZ5236.Superseded values are not recommended for survey control. EZ5236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5236.See file dsdata.txt to determine how the superseded data were derived. EZ5236 EZ5236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2360154431(NAD 83) EZ5236_MARKER: DE = TRAVERSE STATION DISK EZ5236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5236_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5236_STAMPING: HARRY 1965 EZ5236_MARK LOGO: NCGS EZ5236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5236+STABILITY: SURFACE MOTION EZ5236 EZ5236 HISTORY - Date Condition Report By EZ5236 HISTORY - 1965 MONUMENTED NCGS EZ5236 EZ5236 STATION DESCRIPTION EZ5236 EZ5236'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ5236'HARRY IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ5236'THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5236' EZ5236'HARRY IS 7.95 MILES SE OF GARNER. LOCATED 1.65 MILES SW ALONG EZ5236'SR 2555 FROM NEUSE RIVER BRIDGE. 0.5 MILES NE ALONG SR 2555 EZ5236'FROM SR 2542. ON W SIDE OF SR 2555 ON SHOULDER OF ROAD AND EZ5236'IN FRONT OF D.A. HODGES BRICK HOUSE. EZ5236' EZ5236'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ5236'HARRY 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5236'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ5236' EZ5236'MARK IS EZ5236' EZ5236'12.6 FT W OF C/L OF SR 2555 EZ5236' EZ5236'4.0 FT W OF YELLOW ARROW PAINTED ON SR 2555 EZ5236' EZ5236'16.9 FT E OF FENCE POST WITH ALUMINUM REF. TAG EZ5236' EZ5236'30.8 FT NE OF FENCE POST WITH ALUMINUM REF. TAG EZ5236' EZ5236'33.8 FT NW OF S END OF TILE UNDER DRIVE TO D. A. HODGES HOUSE EZ5236' EZ5236'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7508 *********************************************************************** AE7508 DESIGNATION - HARSAL AE7508 PID - AE7508 AE7508 STATE/COUNTY- NC/WAKE AE7508 USGS QUAD - RALEIGH WEST (1988) AE7508 AE7508 *CURRENT SURVEY CONTROL AE7508 ___________________________________________________________________ AE7508* NAD 83(1986)- 35 46 41.64563(N) 078 38 25.00526(W) ADJUSTED AE7508* NAVD 88 - 104.6 (meters) 343. (feet) VERTCON AE7508 ___________________________________________________________________ AE7508 LAPLACE CORR- -7.42 (seconds) DEFLEC99 AE7508 GEOID HEIGHT- -32.91 (meters) GEOID03 AE7508 AE7508 HORZ ORDER - SECOND AE7508 AE7508.The North Carolina HARNS have been completed but, AE7508.due to contractual restrictions, coordinates for these stations AE7508.will NOT be published in the near future. In the interim, the AE7508.published coordinates in North Carolina will not be AE7508.consistent with the Continuously Operating Reference Stations AE7508.(CORS). The HARN coordinates for these stations are available AE7508.upon request. Contact Gary Thompson(919-733-3836). AE7508. AE7508.In addition, the published North Carolina positions AE7508.(NAD 83 (1986)) are NOT consistent with those determined in AE7508.adjacent state readjustments. The discontinuity between stations AE7508.located in North Carolina and those in adjacent states AE7508.which have been adjusted to the HARN may be as much as 5 AE7508.decimeters. This will result in a significant loss of accuracy AE7508.over lines crossing such state borders. AE7508 AE7508 AE7508.The horizontal coordinates were established by classical geodetic methods AE7508.and adjusted by the National Geodetic Survey in February 1998. AE7508 AE7508.The NAVD 88 height was computed by applying the VERTCON shift value to AE7508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7508 AE7508.The Laplace correction was computed from DEFLEC99 derived deflections. AE7508 AE7508.The geoid height was determined by GEOID03. AE7508 AE7508; North East Units Scale Factor Converg. AE7508;SPC NC - 225,054.858 642,122.688 MT 0.99991471 +0 12 27.4 AE7508;SPC NC - 738,367.48 2,106,697.52 sFT 0.99991471 +0 12 27.4 AE7508;UTM 17 - 3,961,920.631 713,289.105 MT 1.00016061 +1 22 48.5 AE7508 AE7508! - Elev Factor x Scale Factor = Combined Factor AE7508!SPC NC - 0.99998874 x 0.99991471 = 0.99990345 AE7508!UTM 17 - 0.99998874 x 1.00016061 = 1.00014935 AE7508 AE7508 SUPERSEDED SURVEY CONTROL AE7508 AE7508 NGVD 29 (02/27/98) 104.9 (m) 344. (f) VERT ANG AE7508 AE7508.Superseded values are not recommended for survey control. AE7508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7508.See file dsdata.txt to determine how the superseded data were derived. AE7508 AE7508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1328961921(NAD 83) AE7508_MARKER: DH = HORIZONTAL CONTROL DISK AE7508_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. AE7508_SP_SET: CONCRETE CURB AE7508_STAMPING: HARSAL 1991 AE7508_MARK LOGO: NCGS AE7508_MAGNETIC: N = NO MAGNETIC MATERIAL AE7508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AE7508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE7508+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2004 AE7508 AE7508 HISTORY - Date Condition Report By AE7508 HISTORY - 1991 MONUMENTED NCGS AE7508 HISTORY - 20040731 GOOD USPSQD AE7508 AE7508 STATION DESCRIPTION AE7508 AE7508'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB) AE7508'STATION IS LOCATED 0.2 MI (0.3 KM) SOUTH OF THE STATE CAPITOL IN AE7508'DOWNTOWN RALEIGH. AT THE INTERSECTION OF SOUTH SALISBURY AND WEST AE7508'HARGETT STREETS, IN THE SOUTHWEST QUADRANT, IN THE SIDEWALK CURB. MARK AE7508'IS LEVEL WITH STREET. LOCATED 11.6 FT (3.5 M) NORTHEAST OF THE AE7508'NORTHEAST CORNER OF FIDELITY BANK, 2.5 FT (0.8 M) EAST OF A METAL AE7508'SIGNAL POLE WITH A LAMP, AND 9.0 FT (2.7 M) NORTH OF THE NORTH EDGE OF AE7508'A CONCRETE ELECTRIC ACCESS COVER. AE7508 AE7508 STATION RECOVERY (2004) AE7508 AE7508'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM) AE7508'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0833 *********************************************************************** EZ0833 DESIGNATION - HARVELL EZ0833 PID - EZ0833 EZ0833 STATE/COUNTY- NC/WAKE EZ0833 USGS QUAD - WAKE FOREST (1987) EZ0833 EZ0833 *CURRENT SURVEY CONTROL EZ0833 ___________________________________________________________________ EZ0833* NAD 83(1986)- 35 55 52.43789(N) 078 34 58.73911(W) ADJUSTED EZ0833* NAVD 88 - 105.642 (meters) 346.59 (feet) ADJUSTED EZ0833 ___________________________________________________________________ EZ0833 LAPLACE CORR- -7.22 (seconds) DEFLEC99 EZ0833 GEOID HEIGHT- -32.75 (meters) GEOID03 EZ0833 DYNAMIC HT - 105.552 (meters) 346.30 (feet) COMP EZ0833 MODELED GRAV- 979,781.8 (mgal) NAVD 88 EZ0833 EZ0833 HORZ ORDER - SECOND EZ0833 VERT ORDER - SECOND CLASS 0 EZ0833 EZ0833.The North Carolina HARNS have been completed but, EZ0833.due to contractual restrictions, coordinates for these stations EZ0833.will NOT be published in the near future. In the interim, the EZ0833.published coordinates in North Carolina will not be EZ0833.consistent with the Continuously Operating Reference Stations EZ0833.(CORS). The HARN coordinates for these stations are available EZ0833.upon request. Contact Gary Thompson(919-733-3836). EZ0833. EZ0833.In addition, the published North Carolina positions EZ0833.(NAD 83 (1986)) are NOT consistent with those determined in EZ0833.adjacent state readjustments. The discontinuity between stations EZ0833.located in North Carolina and those in adjacent states EZ0833.which have been adjusted to the HARN may be as much as 5 EZ0833.decimeters. This will result in a significant loss of accuracy EZ0833.over lines crossing such state borders. EZ0833 EZ0833 EZ0833.The horizontal coordinates were established by classical geodetic methods EZ0833.and adjusted by the National Geodetic Survey in July 1986. EZ0833 EZ0833.The orthometric height was determined by differential leveling EZ0833.and adjusted by the National Geodetic Survey in June 1991. EZ0833 EZ0833.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0833 EZ0833.The geoid height was determined by GEOID03. EZ0833 EZ0833.The dynamic height is computed by dividing the NAVD 88 EZ0833.geopotential number by the normal gravity value computed on the EZ0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0833.degrees latitude (g = 980.6199 gals.). EZ0833 EZ0833.The modeled gravity was interpolated from observed gravity values. EZ0833 EZ0833; North East Units Scale Factor Converg. EZ0833;SPC NC - 242,049.831 647,231.355 MT 0.99994279 +0 14 26.5 EZ0833;SPC NC - 794,125.15 2,123,458.20 sFT 0.99994279 +0 14 26.5 EZ0833;UTM 17 - 3,979,021.007 718,049.261 MT 1.00018589 +1 25 08.0 EZ0833 EZ0833! - Elev Factor x Scale Factor = Combined Factor EZ0833!SPC NC - 0.99998856 x 0.99994279 = 0.99993135 EZ0833!UTM 17 - 0.99998856 x 1.00018589 = 1.00017445 EZ0833 EZ0833: Primary Azimuth Mark Grid Az EZ0833:SPC NC - ZEB 229 06 34.2 EZ0833:UTM 17 - ZEB 227 55 52.7 EZ0833 EZ0833|---------------------------------------------------------------------| EZ0833| PID Reference Object Distance Geod. Az | EZ0833| dddmmss.s | EZ0833| EZ0831 LOWERY 220.317 METERS 06752 | EZ0833| EZ0834 ZEB 489.033 METERS 2292100.7 | EZ0833|---------------------------------------------------------------------| EZ0833 EZ0833 SUPERSEDED SURVEY CONTROL EZ0833 EZ0833 NAD 27 - 35 55 51.90361(N) 078 34 59.72813(W) AD( ) 2 EZ0833 NGVD 29 (??/??/92) 105.918 (m) 347.50 (f) ADJ UNCH 2 0 EZ0833 EZ0833.Superseded values are not recommended for survey control. EZ0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0833.See file dsdata.txt to determine how the superseded data were derived. EZ0833 EZ0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1804979021(NAD 83) EZ0833_MARKER: DE = TRAVERSE STATION DISK EZ0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0833_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EZ0833_STAMPING: HARVELL 1970 EZ0833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ0833 EZ0833 HISTORY - Date Condition Report By EZ0833 HISTORY - 1970 MONUMENTED NCGS EZ0833 HISTORY - 1972 GOOD NCGS EZ0833 HISTORY - 1987 GOOD USPSQD EZ0833 EZ0833 STATION DESCRIPTION EZ0833 EZ0833'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ0833'HARVELL IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0833'VICINITY OF NORTHWEST WAKE COUNTY. EZ0833' EZ0833'HARVELL IS LOCATED APPROXIMATELY 0.7 MILE SOUTH OF FALLS. TO REACH EZ0833'STATION PROCEED FROM THE INTERSECTION OF SR 2000 AND SR 2002 IN EZ0833'COMMUNITY OF FALLS, GO SOUTH ON SR 2000 FOR 0.75 MILE TO STATION ON EZ0833'RIGHT, ON SOUTH SIDE OF FIRST LARGE PINE TREE, ACROSS ROAD FROM EZ0833'ONE STORY CONCRETE BLOCK HOME OF MR. HARVELL, AND 0.5 MILE NORTH EZ0833'OF INTERSECTION OF SR 2000 AND SR 2011. EZ0833' EZ0833'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ0833'HARVELL 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ0833'WHICH IS 1 INCH ABOVE THE SURFACE OF THE GROUND. EZ0833' EZ0833'MARK IS-- EZ0833'22.9 FEET NNW OF C/L OF SR 2000. EZ0833'13.4 FEET W OF ALUMINUM REF. TAG ON 24 INCH OAK TREE. EZ0833'86.4 FEET E OF ALUMINUM REF. TAG ON 24 INCH POPLAR TREE. EZ0833'71.8 FEET W OF ALUMINUM REF. TAG ON BRACE POLE NO. 161. EZ0833'16.2 FEET SSE OF ALUMINUM REF. TAG ON 8 INCH PINE TREE. EZ0833'45.1 FEET NW OF 2 FEET UP ON MAPLE TREE IN NE CORNER OF YARD. EZ0833 EZ0833 STATION RECOVERY (1972) EZ0833 EZ0833'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0833'0.7 MI S FROM FALLS. EZ0833'FROM INTERSECTION OF SR 2000 AND SR 2002 GO S ON SR 2000 FOR 0.75 EZ0833'MILE TO STATION ON RIGHT, ON S SIDE OF FIRST LARGE PINE TREE, EZ0833'ACROSS ROAD FROM ONE STORY CONCRETE BLOCK HOME OF MR. HARVELL, AND EZ0833'0.5 MILE N OF INTERSECTION OF SR 2000 AND SR 2011, 22.9 FT NNW EZ0833'OF C/L OF SR 2000, 13.4 FT W OF ALUM. REF. TAG ON 24 INCH OAK, EZ0833'86.4 FT E OF ALUM. REF. TAG ON 24 INCH POPLAR, 71.8 FT W OF EZ0833'ALUM. REF. TAG ON BRACE POLE 161, AND 16.2 FT SSE OF ALUM. REF. EZ0833'TAG ON 8 INCH PINE. STATION IS 1 INCH ABOVE GROUND. EZ0833 EZ0833 STATION RECOVERY (1987) EZ0833 EZ0833'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ0833'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5213 *********************************************************************** EZ5213 DESIGNATION - HASKINS EZ5213 PID - EZ5213 EZ5213 STATE/COUNTY- NC/WAKE EZ5213 USGS QUAD - BAYLEAF (1987) EZ5213 EZ5213 *CURRENT SURVEY CONTROL EZ5213 ___________________________________________________________________ EZ5213* NAD 83(1986)- 35 55 10.30438(N) 078 38 56.28250(W) ADJUSTED EZ5213* NAVD 88 - 145.5 (meters) 477. (feet) VERTCON EZ5213 ___________________________________________________________________ EZ5213 LAPLACE CORR- -6.95 (seconds) DEFLEC99 EZ5213 GEOID HEIGHT- -32.51 (meters) GEOID03 EZ5213 EZ5213 HORZ ORDER - SECOND EZ5213 EZ5213.The North Carolina HARNS have been completed but, EZ5213.due to contractual restrictions, coordinates for these stations EZ5213.will NOT be published in the near future. In the interim, the EZ5213.published coordinates in North Carolina will not be EZ5213.consistent with the Continuously Operating Reference Stations EZ5213.(CORS). The HARN coordinates for these stations are available EZ5213.upon request. Contact Gary Thompson(919-733-3836). EZ5213. EZ5213.In addition, the published North Carolina positions EZ5213.(NAD 83 (1986)) are NOT consistent with those determined in EZ5213.adjacent state readjustments. The discontinuity between stations EZ5213.located in North Carolina and those in adjacent states EZ5213.which have been adjusted to the HARN may be as much as 5 EZ5213.decimeters. This will result in a significant loss of accuracy EZ5213.over lines crossing such state borders. EZ5213 EZ5213 EZ5213.The horizontal coordinates were established by classical geodetic methods EZ5213.and adjusted by the National Geodetic Survey in July 1986. EZ5213 EZ5213.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5213 EZ5213.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5213 EZ5213.The geoid height was determined by GEOID03. EZ5213 EZ5213; North East Units Scale Factor Converg. EZ5213;SPC NC - 240,728.261 641,281.786 MT 0.99994039 +0 12 09.4 EZ5213;SPC NC - 789,789.30 2,103,938.66 sFT 0.99994039 +0 12 09.4 EZ5213;UTM 17 - 3,977,577.106 712,126.758 MT 1.00015450 +1 22 47.1 EZ5213 EZ5213! - Elev Factor x Scale Factor = Combined Factor EZ5213!SPC NC - 0.99998226 x 0.99994039 = 0.99992265 EZ5213!UTM 17 - 0.99998226 x 1.00015450 = 1.00013676 EZ5213 EZ5213|---------------------------------------------------------------------| EZ5213| PID Reference Object Distance Geod. Az | EZ5213| dddmmss.s | EZ5213| EZ5211 LOVELY 358.556 METERS 18758 | EZ5213|---------------------------------------------------------------------| EZ5213 EZ5213 SUPERSEDED SURVEY CONTROL EZ5213 EZ5213 NAD 27 - 35 55 09.77789(N) 078 38 57.27363(W) AD( ) 2 EZ5213 NGVD 29 (07/19/86) 145.8 (m) 478. (f) VERT ANG EZ5213 EZ5213.Superseded values are not recommended for survey control. EZ5213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5213.See file dsdata.txt to determine how the superseded data were derived. EZ5213 EZ5213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1212777577(NAD 83) EZ5213_MARKER: DE = TRAVERSE STATION DISK EZ5213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5213_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5213_STAMPING: HASKINS 1970 EZ5213_MARK LOGO: NCGS EZ5213_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ5213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5213+STABILITY: SURFACE MOTION EZ5213 EZ5213 HISTORY - Date Condition Report By EZ5213 HISTORY - 1970 MONUMENTED NCGS EZ5213 HISTORY - 1987 GOOD USPSQD EZ5213 HISTORY - 19870501 GOOD NCGS EZ5213 EZ5213 STATION DESCRIPTION EZ5213 EZ5213'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ5213'HASKINS IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ5213'VICINITY OF NORTHWEST WAKE COUNTY. EZ5213' EZ5213'HASKINS IS LOCATED APPROXIMATELY 1.8 MILES SOUTH OF BAYLEAF AND 1.4 EZ5213'MILES NORTH OF SIX FORKS. TO REACH STATION PROCEED FROM THE EZ5213'INTERSECTION OF SR 2002 AND SR 1005 IN THE COMMUNITY OF BAYLEAF, GO EZ5213'SOUTH ON SR 1005 FOR 1.6 MILES TO INTERSECTION OF SR 1005 AND SR EZ5213'2006, CONTINUE SOUTH ON SR 1005 AND GO 0.3 MILE TO STATION ON LEFT, EZ5213'ON NORTH SIDE OF DRIVEWAY TO HOME OF MR. HASKINS, AND 1.25 MILES EZ5213'NORTH OF INTERSECTION OF SR 1005 AND SR 1830. EZ5213' EZ5213'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ5213'HASKINS 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5213'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5213' EZ5213'MARK IS-- EZ5213'23.7 FEET E OF C/L OF SR 1005. EZ5213'19.9 FEET N OF CENTER OF LANE. EZ5213'32.4 FEET N OF TOP OF S END OF 20 INCH CONCRETE CULVERT. EZ5213'12.8 FEET NNE OF TOP OF N END OF 20 INCH CONCRETE CULVERT. EZ5213'76.3 FEET SW OF NW CORNER OF BRICK RANCH HOUSE. EZ5213'70.3 FEET W OF SW CORNER OF BRICK RANCH HOUSE. EZ5213'68.7 FEET SSW OF ALUMINUM REF. TAG ON PP NO. P5. EZ5213 EZ5213 STATION RECOVERY (1987) EZ5213 EZ5213'RECOVERY NOTE BY US POWER SQUADRON 1987 (FBB) EZ5213'RECOVERED IN GOOD CONDITION. EZ5213 EZ5213 STATION RECOVERY (1987) EZ5213 EZ5213'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ5213'RECOVERED AS DESCRIBED. DESCRIPTION IS ADEQUATE EXCEPT FOR THE EZ5213'FOLLOWING CORRECTIONS. LOCATED IN NORTHEAST QUADRANT OF INTERSECTION EZ5213'AT JAN SMITH LANE (SR 3323), 100.0 FT (30.5 M) NORTH-NORTHWEST OF A EZ5213'FIRE HYDRANT, AND 70.2 FT (21.4 M) SOUTH-SOUTHWEST OF POWER POLE WITH EZ5213'REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6554 *********************************************************************** EZ6554 DESIGNATION - HAYMARKET EZ6554 PID - EZ6554 EZ6554 STATE/COUNTY- NC/WAKE EZ6554 USGS QUAD - WAKE FOREST (1987) EZ6554 EZ6554 *CURRENT SURVEY CONTROL EZ6554 ___________________________________________________________________ EZ6554* NAD 83(1986)- 35 53 45.04134(N) 078 36 45.52601(W) ADJUSTED EZ6554* NAVD 88 - 139.1 (meters) 456. (feet) VERTCON EZ6554 ___________________________________________________________________ EZ6554 LAPLACE CORR- -7.32 (seconds) DEFLEC99 EZ6554 GEOID HEIGHT- -32.72 (meters) GEOID03 EZ6554 EZ6554 HORZ ORDER - SECOND EZ6554 EZ6554.The North Carolina HARNS have been completed but, EZ6554.due to contractual restrictions, coordinates for these stations EZ6554.will NOT be published in the near future. In the interim, the EZ6554.published coordinates in North Carolina will not be EZ6554.consistent with the Continuously Operating Reference Stations EZ6554.(CORS). The HARN coordinates for these stations are available EZ6554.upon request. Contact Gary Thompson(919-733-3836). EZ6554. EZ6554.In addition, the published North Carolina positions EZ6554.(NAD 83 (1986)) are NOT consistent with those determined in EZ6554.adjacent state readjustments. The discontinuity between stations EZ6554.located in North Carolina and those in adjacent states EZ6554.which have been adjusted to the HARN may be as much as 5 EZ6554.decimeters. This will result in a significant loss of accuracy EZ6554.over lines crossing such state borders. EZ6554 EZ6554 EZ6554.The horizontal coordinates were established by classical geodetic methods EZ6554.and adjusted by the National Geodetic Survey in December 1992. EZ6554 EZ6554.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6554 EZ6554.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6554 EZ6554.The geoid height was determined by GEOID03. EZ6554 EZ6554; North East Units Scale Factor Converg. EZ6554;SPC NC - 238,112.703 644,570.003 MT 0.99993566 +0 13 24.8 EZ6554;SPC NC - 781,208.09 2,114,726.75 sFT 0.99993566 +0 13 24.8 EZ6554;UTM 17 - 3,975,029.065 715,468.756 MT 1.00017211 +1 24 01.0 EZ6554 EZ6554! - Elev Factor x Scale Factor = Combined Factor EZ6554!SPC NC - 0.99998330 x 0.99993566 = 0.99991896 EZ6554!UTM 17 - 0.99998330 x 1.00017211 = 1.00015541 EZ6554 EZ6554 SUPERSEDED SURVEY CONTROL EZ6554 EZ6554 NGVD 29 (12/28/92) 139.4 (m) 457. (f) VERT ANG EZ6554 EZ6554.Superseded values are not recommended for survey control. EZ6554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6554.See file dsdata.txt to determine how the superseded data were derived. EZ6554 EZ6554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1546975029(NAD 83) EZ6554_MARKER: DH = HORIZONTAL CONTROL DISK EZ6554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6554_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6554_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6554+STABILITY: SURFACE MOTION EZ6554 EZ6554 HISTORY - Date Condition Report By EZ6554 HISTORY - 1985 MONUMENTED NCGS EZ6554 EZ6554 STATION DESCRIPTION EZ6554 EZ6554'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ6554'THE STATION IS LOCATED ABOUT 4.2 KM (2.6 MI) NORTH OF MILLBROOK. EZ6554' EZ6554'ALONG FALLS OF NEUSE ROAD, 1.5 KM (0.9 MI) EAST-NORTHEAST FROM THE EZ6554'STRICKLAND ROAD (SR 1829) INTERSECTION, AT THE HAYMARKET LANE EZ6554'INTERSECTION, AND AT THE NORTHWEST CORNER OF A PRIVACY FENCE. EZ6554' EZ6554'THE STATION IS A STANDARD NCGS DISK STAMPED---HAYMARKET 1985---, EZ6554'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6554'25 CM IN DIAMETER RECESSED 2 CM BELOW GROUND. LOCATED EZ6554'11.9 METERS (39.2 FT) SOUTH OF THE CENTERLINE OF SR 2000 (FALLS OF EZ6554'NEUSE ROAD), EZ6554'13.6 METERS (44.6 FT) EAST OF THE CENTERLINE OF HAYMARKET LANE, EZ6554'15.8 METERS (52.0 FT) SOUTHEAST OF THE CENTERLINE INTERSECTION OF EZ6554'THE ROAD AND LANE, EZ6554'10.8 METERS (35.4 FT) NORTH OF THE NORTHWEST CORNER OF NUMBER 1601 EZ6554'FALLS COURT, EZ6554'0.7 METERS (2.2 FT) WEST OF THE NORTHWEST FENCE CORNER, AND EZ6554'33.0 METERS (108.4 FT) EAST OF A FIRE HYDRANT. EZ6554' EZ6554'MARK IS LEVEL WITH THE INTERSECTION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4454 *********************************************************************** EZ4454 DESIGNATION - HEPH EZ4454 PID - EZ4454 EZ4454 STATE/COUNTY- NC/WAKE EZ4454 USGS QUAD - KNIGHTDALE (1993) EZ4454 EZ4454 *CURRENT SURVEY CONTROL EZ4454 ___________________________________________________________________ EZ4454* NAD 83(1986)- 35 48 58.52839(N) 078 23 58.93911(W) ADJUSTED EZ4454* NAVD 88 - 110.5 (meters) 363. (feet) VERTCON EZ4454 ___________________________________________________________________ EZ4454 LAPLACE CORR- -5.36 (seconds) DEFLEC99 EZ4454 GEOID HEIGHT- -33.81 (meters) GEOID03 EZ4454 EZ4454 HORZ ORDER - SECOND EZ4454 EZ4454.The North Carolina HARNS have been completed but, EZ4454.due to contractual restrictions, coordinates for these stations EZ4454.will NOT be published in the near future. In the interim, the EZ4454.published coordinates in North Carolina will not be EZ4454.consistent with the Continuously Operating Reference Stations EZ4454.(CORS). The HARN coordinates for these stations are available EZ4454.upon request. Contact Gary Thompson(919-733-3836). EZ4454. EZ4454.In addition, the published North Carolina positions EZ4454.(NAD 83 (1986)) are NOT consistent with those determined in EZ4454.adjacent state readjustments. The discontinuity between stations EZ4454.located in North Carolina and those in adjacent states EZ4454.which have been adjusted to the HARN may be as much as 5 EZ4454.decimeters. This will result in a significant loss of accuracy EZ4454.over lines crossing such state borders. EZ4454 EZ4454 EZ4454.The horizontal coordinates were established by classical geodetic methods EZ4454.and adjusted by the National Geodetic Survey in July 1986. EZ4454 EZ4454.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4454 EZ4454.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4454 EZ4454.The geoid height was determined by GEOID03. EZ4454 EZ4454; North East Units Scale Factor Converg. EZ4454;SPC NC - 229,378.452 663,846.663 MT 0.99992102 +0 20 47.3 EZ4454;SPC NC - 752,552.47 2,177,970.26 sFT 0.99992102 +0 20 47.3 EZ4454;UTM 17 - 3,966,689.918 734,926.444 MT 1.00028013 +1 31 20.5 EZ4454 EZ4454! - Elev Factor x Scale Factor = Combined Factor EZ4454!SPC NC - 0.99998796 x 0.99992102 = 0.99990898 EZ4454!UTM 17 - 0.99998796 x 1.00028013 = 1.00026809 EZ4454 EZ4454: Primary Azimuth Mark Grid Az EZ4454:SPC NC - LICK 060 39 53.9 EZ4454:UTM 17 - LICK 059 29 20.7 EZ4454 EZ4454|---------------------------------------------------------------------| EZ4454| PID Reference Object Distance Geod. Az | EZ4454| dddmmss.s | EZ4454| EZ2426 LICK APPROX. 1.6 KM 0610041.2 | EZ4454|---------------------------------------------------------------------| EZ4454 EZ4454 SUPERSEDED SURVEY CONTROL EZ4454 EZ4454 NAD 27 - 35 48 57.96966(N) 078 23 59.93282(W) AD( ) 2 EZ4454 NGVD 29 (07/19/86) 110.8 (m) 364. (f) VERT ANG EZ4454 EZ4454.Superseded values are not recommended for survey control. EZ4454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4454.See file dsdata.txt to determine how the superseded data were derived. EZ4454 EZ4454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3492666690(NAD 83) EZ4454_MARKER: DE = TRAVERSE STATION DISK EZ4454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4454_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4454_STAMPING: HEPH 1976 EZ4454_MARK LOGO: NCGS EZ4454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4454+STABILITY: SURFACE MOTION EZ4454 EZ4454 HISTORY - Date Condition Report By EZ4454 HISTORY - 1976 MONUMENTED NCGS EZ4454 EZ4454 STATION DESCRIPTION EZ4454 EZ4454'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ4454'HEPH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ4454'IN THE VICINITY OF WENDELL, NORTH CAROLINA. EZ4454' EZ4454'HEPH IS LOCATED APPROXIMATELY 2.8 MILES NORTHWEST OF WENDELL EZ4454'AND 4.9 MILES WEST OF ZEBULON. THE STATION IS AT THE SR 2300 EZ4454'OVERPASS OF U.S. 64 BYPASS, NEAR THE SOUTHWEST END OF THE EZ4454'BRIDGE AND 0.9 MILE NORTH ALONG SR 2300 FROM INTERSECTION WITH EZ4454'OLD U.S. 64 BYPASS AT HEPHZIBAH CHURCH. EZ4454' EZ4454'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ4454'HEPH 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ4454'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ4454' EZ4454'MARK IS 23.2 FT W OF C/L OF SR 2300 EZ4454' EZ4454'181.7 FT NNW OF C/L INTERSECTION SR 2300 WITH SR 2405 EZ4454' EZ4454'13.7 FT SSW OF CENTER OF TOP OF SOUTH END OF THE WEST EZ4454'CONCRETE BRIDGE RAIL EZ4454' EZ4454'5.6 FT E OF FENCE BRACE POST WITH ALUMINUM REF. TAG EZ4454' EZ4454'5.9 FT N OF CENTER OF TOP OF METAL DRAIN NEAR SOUTHWEST END EZ4454'OF BRIDGE 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0940 *********************************************************************** EZ0940 DESIGNATION - HERMAN EZ0940 PID - EZ0940 EZ0940 STATE/COUNTY- NC/WAKE EZ0940 USGS QUAD - SOUTHEAST DURHAM (1993) EZ0940 EZ0940 *CURRENT SURVEY CONTROL EZ0940 ___________________________________________________________________ EZ0940* NAD 83(1986)- 35 53 12.89360(N) 078 46 43.27444(W) ADJUSTED EZ0940* NAVD 88 - 122.264 (meters) 401.13 (feet) ADJUSTED EZ0940 ___________________________________________________________________ EZ0940 LAPLACE CORR- -6.03 (seconds) DEFLEC99 EZ0940 GEOID HEIGHT- -32.06 (meters) GEOID03 EZ0940 DYNAMIC HT - 122.161 (meters) 400.79 (feet) COMP EZ0940 MODELED GRAV- 979,787.8 (mgal) NAVD 88 EZ0940 EZ0940 HORZ ORDER - SECOND EZ0940 VERT ORDER - SECOND CLASS 0 EZ0940 EZ0940.The North Carolina HARNS have been completed but, EZ0940.due to contractual restrictions, coordinates for these stations EZ0940.will NOT be published in the near future. In the interim, the EZ0940.published coordinates in North Carolina will not be EZ0940.consistent with the Continuously Operating Reference Stations EZ0940.(CORS). The HARN coordinates for these stations are available EZ0940.upon request. Contact Gary Thompson(919-733-3836). EZ0940. EZ0940.In addition, the published North Carolina positions EZ0940.(NAD 83 (1986)) are NOT consistent with those determined in EZ0940.adjacent state readjustments. The discontinuity between stations EZ0940.located in North Carolina and those in adjacent states EZ0940.which have been adjusted to the HARN may be as much as 5 EZ0940.decimeters. This will result in a significant loss of accuracy EZ0940.over lines crossing such state borders. EZ0940 EZ0940 EZ0940.The horizontal coordinates were established by classical geodetic methods EZ0940.and adjusted by the National Geodetic Survey in July 1986. EZ0940 EZ0940.The orthometric height was determined by differential leveling EZ0940.and adjusted by the National Geodetic Survey in June 1991. EZ0940 EZ0940.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0940 EZ0940.The geoid height was determined by GEOID03. EZ0940 EZ0940.The dynamic height is computed by dividing the NAVD 88 EZ0940.geopotential number by the normal gravity value computed on the EZ0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0940.degrees latitude (g = 980.6199 gals.). EZ0940 EZ0940.The modeled gravity was interpolated from observed gravity values. EZ0940 EZ0940; North East Units Scale Factor Converg. EZ0940;SPC NC - 237,075.978 629,582.698 MT 0.99993392 +0 07 39.8 EZ0940;SPC NC - 777,806.77 2,065,555.90 sFT 0.99993392 +0 07 39.8 EZ0940;UTM 17 - 3,973,684.763 700,502.909 MT 1.00009539 +1 18 09.1 EZ0940 EZ0940! - Elev Factor x Scale Factor = Combined Factor EZ0940!SPC NC - 0.99998584 x 0.99993392 = 0.99991976 EZ0940!UTM 17 - 0.99998584 x 1.00009539 = 1.00008123 EZ0940 EZ0940: Primary Azimuth Mark Grid Az EZ0940:SPC NC - AERO 2 219 09 24.1 EZ0940:UTM 17 - AERO 2 217 58 54.8 EZ0940 EZ0940|---------------------------------------------------------------------| EZ0940| PID Reference Object Distance Geod. Az | EZ0940| dddmmss.s | EZ0940| EZ0939 AERO 2 APPROX. 0.6 KM 2191703.9 | EZ0940|---------------------------------------------------------------------| EZ0940 EZ0940 SUPERSEDED SURVEY CONTROL EZ0940 EZ0940 NAD 27 - 35 53 12.36942(N) 078 46 44.25241(W) AD( ) 2 EZ0940 NGVD 29 (??/??/92) 122.52 (m) 402.0 (f) COMPUTED 2 0 EZ0940 EZ0940.Superseded values are not recommended for survey control. EZ0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0940.See file dsdata.txt to determine how the superseded data were derived. EZ0940 EZ0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0050373685(NAD 83) EZ0940_MARKER: DE = TRAVERSE STATION DISK EZ0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0940_STAMPING: HERMAN 1961 EZ0940_MARK LOGO: NCGS EZ0940_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0940+STABILITY: SURFACE MOTION EZ0940_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ0940+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2004 EZ0940 EZ0940 HISTORY - Date Condition Report By EZ0940 HISTORY - 1961 MONUMENTED NCGS EZ0940 HISTORY - 1973 GOOD NCGS EZ0940 HISTORY - 1973 GOOD NCGS EZ0940 HISTORY - 19860101 GOOD NCGS EZ0940 HISTORY - 1987 GOOD USPSQD EZ0940 HISTORY - 1988 GOOD USPSQD EZ0940 HISTORY - 20040527 SEE DESCRIPTION NCGS EZ0940 EZ0940 STATION DESCRIPTION EZ0940 EZ0940'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ0940'HERMAN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ0940'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ0940' EZ0940'HERMAN IS 11.1 MILES NW OF RALEIGH. PROCEED WEST ON U.S. 70 EZ0940'FOR 5.3 MILES TO BRIDGE OVER CRABTREE CREEK, CONTINUE 7.2 MILES EZ0940'TO INTERSECTION OF RALEIGH-DURHAM AIRPORT RD. (SR 1002). TURN EZ0940'LEFT AND GO 1.3 MILES TO STATION OR 0.9 MILES N OF EXIT TO EZ0940'RALEIGH-DURHAM AIRPORT. STATION IS LOCATED IN THE SW CORNER OF EZ0940'THE MT. HERMAN BAPTIST CHURCH YARD. EZ0940' EZ0940'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0940'HERMAN 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ0940'WHICH IS 2 INCHES ABOVE THE SURFACE OF THE GROUND. EZ0940' EZ0940'MARK IS EZ0940' EZ0940'45.7 FT E OF C/L OF SR 1002 EZ0940' EZ0940'200.0 FT SW OF CHURCH EZ0940' EZ0940'150.0 FT N OF T ROAD INTERSECTION TO EAST EZ0940' EZ0940'11.4 FT N OF 3 LEAD NAILS IN PP WITH 8X10 WITNESS SIGN EZ0940 EZ0940 STATION RECOVERY (1973) EZ0940 EZ0940'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EZ0940'GOOD. EZ0940 EZ0940 STATION RECOVERY (1973) EZ0940 EZ0940'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0940'5 MI NNE FROM MORRISVILLE. EZ0940'HERMAN IS LOCATED APPROXIMATELY 11.0 MILES NW OF CAPITOL SQUARE EZ0940'IN RALEIGH. TO REACH STATION FROM INTERSECTION OF U.S. 70 AND EZ0940'SR 1002 (RDU-AIRPORT ROAD), PROCEED SW ALONG SR 1002 FOR 1.3 EZ0940'MILES TO STATION ON LEFT IN THE SW CORNER OF THE MOUNT HERMAN EZ0940'BAPTIST CHURCH YARD, APPROXIMATELY 0.9 MILES NE OF THE AIRPORT EZ0940'TERMINAL, 45.7 FT E OF C/L OF SR 1002, 254.0 FT WSW OF THE CENTER EZ0940'OF FRONT CHURCH DOOR, 16.3 FT NNE OF PP WITH TRANSFORMERS AND WITH EZ0940'ALUMINUM REF. TAG, 21.4 FT NW OF 8 IN PINE WITH ALUMINUM REF. TAG. EZ0940'DISK IS SET IN CONCRETE CYLINDER PROJECTING 2 INCHES ABOVE THE EZ0940'SURFACE OF THE GROUND. EZ0940 EZ0940 STATION RECOVERY (1986) EZ0940 EZ0940'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ0940'STATION IS LOCATED ABOUT 17.2 KM (10.70 MI) NORTHWEST OF CAPITOL EZ0940'SQUARE (IN RALEIGH), IN THE VICINITY OF THE RALEIGH-DURHAM AIRPORT EZ0940'COMPLEX. ALONG SR 1646 (MOUNT HERMAN CHURCH ROAD) FOR 1.4 KM (0.85 MI) EZ0940'SOUTHWEST FROM SR 1002 (AVIATION PARKWAY), OR ABOUT 0.9 KM (0.55 MI) EZ0940'NORTHEAST OF THE AIRPORT TRAFFIC CONTROL TOWER, IN THE SOUTHWEST EZ0940'CORNER OF THE MOUNT HERMAN BAPTIST CHURCH YARD. MARK IS LOCATED 13.9 M EZ0940'(45.6 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE ROAD, 30.4 M (99.7 EZ0940'FT) SOUTHEAST OF A FIRE HYDRANT, 39 M (128.0 FT) WEST-SOUTHWEST OF THE EZ0940'SOUTHWEST CORNER OF THE CHURCH, AND 5.4 M (17.7 FT) NORTHEAST OF A EZ0940'TELEPHONE PEDESTAL BESIDE A POWER POLE WITH A REFERENCE TAG. MARK IS EZ0940'FLUSH WITH GROUND. EZ0940 EZ0940 STATION RECOVERY (1987) EZ0940 EZ0940'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ0940'RECOVERED IN GOOD CONDITION. EZ0940 EZ0940 STATION RECOVERY (1988) EZ0940 EZ0940'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EZ0940'RECOVERED IN GOOD CONDITION. EZ0940 EZ0940 STATION RECOVERY (2004) EZ0940 EZ0940'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WMK) EZ0940'STATION WAS NOT FOUND AND BELIEVED TO BE LOST TO NEW CONSTRUCTION EZ0940'GRADING. RTK GPS SEARCH USED TO VERIFY LOCATION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5068 *********************************************************************** EZ5068 DESIGNATION - HESTER EZ5068 PID - EZ5068 EZ5068 STATE/COUNTY- NC/WAKE EZ5068 USGS QUAD - RALEIGH EAST (1993) EZ5068 EZ5068 *CURRENT SURVEY CONTROL EZ5068 ___________________________________________________________________ EZ5068* NAD 83(1986)- 35 50 39.31468(N) 078 30 47.39944(W) ADJUSTED EZ5068* NAVD 88 - 96.9 (meters) 318. (feet) VERTCON EZ5068 ___________________________________________________________________ EZ5068 LAPLACE CORR- -7.04 (seconds) DEFLEC99 EZ5068 GEOID HEIGHT- -33.32 (meters) GEOID03 EZ5068 EZ5068 HORZ ORDER - SECOND EZ5068 EZ5068.The North Carolina HARNS have been completed but, EZ5068.due to contractual restrictions, coordinates for these stations EZ5068.will NOT be published in the near future. In the interim, the EZ5068.published coordinates in North Carolina will not be EZ5068.consistent with the Continuously Operating Reference Stations EZ5068.(CORS). The HARN coordinates for these stations are available EZ5068.upon request. Contact Gary Thompson(919-733-3836). EZ5068. EZ5068.In addition, the published North Carolina positions EZ5068.(NAD 83 (1986)) are NOT consistent with those determined in EZ5068.adjacent state readjustments. The discontinuity between stations EZ5068.located in North Carolina and those in adjacent states EZ5068.which have been adjusted to the HARN may be as much as 5 EZ5068.decimeters. This will result in a significant loss of accuracy EZ5068.over lines crossing such state borders. EZ5068 EZ5068 EZ5068.The horizontal coordinates were established by classical geodetic methods EZ5068.and adjusted by the National Geodetic Survey in July 1986. EZ5068 EZ5068.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5068 EZ5068.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5068 EZ5068.The geoid height was determined by GEOID03. EZ5068 EZ5068; North East Units Scale Factor Converg. EZ5068;SPC NC - 232,428.378 653,578.636 MT 0.99992595 +0 16 51.5 EZ5068;SPC NC - 762,558.77 2,144,282.57 sFT 0.99992595 +0 16 51.5 EZ5068;UTM 17 - 3,969,529.413 724,594.610 MT 1.00022161 +1 27 24.7 EZ5068 EZ5068! - Elev Factor x Scale Factor = Combined Factor EZ5068!SPC NC - 0.99999002 x 0.99992595 = 0.99991597 EZ5068!UTM 17 - 0.99999002 x 1.00022161 = 1.00021163 EZ5068 EZ5068: Primary Azimuth Mark Grid Az EZ5068:SPC NC - MAZE 120 28 10.8 EZ5068:UTM 17 - MAZE 119 17 37.6 EZ5068 EZ5068|---------------------------------------------------------------------| EZ5068| PID Reference Object Distance Geod. Az | EZ5068| dddmmss.s | EZ5068| EZ5064 CLIFTON 445.576 METERS 0202712.1 | EZ5068| EZ5074 MAZE APPROX. 0.7 KM 1204502.3 | EZ5068|---------------------------------------------------------------------| EZ5068 EZ5068 SUPERSEDED SURVEY CONTROL EZ5068 EZ5068 NAD 27 - 35 50 38.77335(N) 078 30 48.38995(W) AD( ) 2 EZ5068 NGVD 29 (07/19/86) 97.2 (m) 319. (f) VERT ANG EZ5068 EZ5068.Superseded values are not recommended for survey control. EZ5068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5068.See file dsdata.txt to determine how the superseded data were derived. EZ5068 EZ5068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2459569529(NAD 83) EZ5068_MARKER: DE = TRAVERSE STATION DISK EZ5068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5068_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5068_STAMPING: HESTER 1965 EZ5068_MARK LOGO: NCGS EZ5068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5068+STABILITY: SURFACE MOTION EZ5068 EZ5068 HISTORY - Date Condition Report By EZ5068 HISTORY - 1965 MONUMENTED NCGS EZ5068 EZ5068 STATION DESCRIPTION EZ5068 EZ5068'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ5068'HESTER IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5068'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5068' EZ5068'HESTER IS 8.3 MILES NE OF RALEIGH AND 4.2 MILES NW OF EZ5068'KNIGHTDALE. LOCATED 2.7 MILES S ALONG SR 2049 FROM WAKE EZ5068'CROSSROADS. 0.9 MILES E ALONG SR 2215 FROM THE BRIDGE OVER EZ5068'NEUSE RIVER. IN THE SE QUADRANT OF SR 2049 AND 2215. AND ON EZ5068'S SHOULDER OF SR 2215. EZ5068' EZ5068'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ5068'HESTER 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5068'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ5068' EZ5068'MARK IS EZ5068' EZ5068'13.5 FT S OF C/L OF SR 2215 EZ5068' EZ5068'4.7 FT S OF YELLOW ARROW PAINTED ON SR 2215 EZ5068' EZ5068'28.5 FT E OF WEIGHT SIGN WITH ALUMINUM REF. TAG EZ5068' EZ5068'14.0 FT S OF C/L OF ROAD EZ5068' EZ5068'33.5 FT NW OF LARGE ROCK EZ5068' EZ5068'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1051 *********************************************************************** EZ1051 DESIGNATION - HICKORY EZ1051 PID - EZ1051 EZ1051 STATE/COUNTY- NC/WAKE EZ1051 USGS QUAD - APEX (1993) EZ1051 EZ1051 *CURRENT SURVEY CONTROL EZ1051 ___________________________________________________________________ EZ1051* NAD 83(1986)- 35 38 43.53080(N) 078 50 00.37750(W) ADJUSTED EZ1051* NAVD 88 - 143.173 (meters) 469.73 (feet) ADJUSTED EZ1051 ___________________________________________________________________ EZ1051 LAPLACE CORR- -5.22 (seconds) DEFLEC99 EZ1051 GEOID HEIGHT- -32.47 (meters) GEOID03 EZ1051 DYNAMIC HT - 143.047 (meters) 469.31 (feet) COMP EZ1051 MODELED GRAV- 979,752.9 (mgal) NAVD 88 EZ1051 EZ1051 HORZ ORDER - SECOND EZ1051 VERT ORDER - SECOND CLASS 0 EZ1051 EZ1051.The North Carolina HARNS have been completed but, EZ1051.due to contractual restrictions, coordinates for these stations EZ1051.will NOT be published in the near future. In the interim, the EZ1051.published coordinates in North Carolina will not be EZ1051.consistent with the Continuously Operating Reference Stations EZ1051.(CORS). The HARN coordinates for these stations are available EZ1051.upon request. Contact Gary Thompson(919-733-3836). EZ1051. EZ1051.In addition, the published North Carolina positions EZ1051.(NAD 83 (1986)) are NOT consistent with those determined in EZ1051.adjacent state readjustments. The discontinuity between stations EZ1051.located in North Carolina and those in adjacent states EZ1051.which have been adjusted to the HARN may be as much as 5 EZ1051.decimeters. This will result in a significant loss of accuracy EZ1051.over lines crossing such state borders. EZ1051 EZ1051 EZ1051.The horizontal coordinates were established by classical geodetic methods EZ1051.and adjusted by the National Geodetic Survey in July 1986. EZ1051 EZ1051.The orthometric height was determined by differential leveling EZ1051.and adjusted by the National Geodetic Survey in June 1991. EZ1051 EZ1051.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1051 EZ1051.The geoid height was determined by GEOID03. EZ1051 EZ1051.The dynamic height is computed by dividing the NAVD 88 EZ1051.geopotential number by the normal gravity value computed on the EZ1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1051.degrees latitude (g = 980.6199 gals.). EZ1051 EZ1051.The modeled gravity was interpolated from observed gravity values. EZ1051 EZ1051; North East Units Scale Factor Converg. EZ1051;SPC NC - 210,274.268 624,684.411 MT 0.99989613 +0 05 46.1 EZ1051;SPC NC - 689,874.83 2,049,485.44 sFT 0.99989613 +0 05 46.1 EZ1051;UTM 17 - 3,946,783.957 696,152.540 MT 1.00007415 +1 15 46.8 EZ1051 EZ1051! - Elev Factor x Scale Factor = Combined Factor EZ1051!SPC NC - 0.99998262 x 0.99989613 = 0.99987876 EZ1051!UTM 17 - 0.99998262 x 1.00007415 = 1.00005677 EZ1051 EZ1051: Primary Azimuth Mark Grid Az EZ1051:SPC NC - BALL 356 00 40.8 EZ1051:UTM 17 - BALL 354 50 40.1 EZ1051 EZ1051|---------------------------------------------------------------------| EZ1051| PID Reference Object Distance Geod. Az | EZ1051| dddmmss.s | EZ1051| EZ1050 GOLD 376.600 METERS 17359 | EZ1051| EZ1052 BALL 496.264 METERS 3560626.9 | EZ1051|---------------------------------------------------------------------| EZ1051 EZ1051 SUPERSEDED SURVEY CONTROL EZ1051 EZ1051 NAD 27 - 35 38 42.97853(N) 078 50 01.33825(W) AD( ) 2 EZ1051 NGVD 29 (??/??/92) 143.432 (m) 470.58 (f) ADJ UNCH 2 0 EZ1051 EZ1051.Superseded values are not recommended for survey control. EZ1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1051.See file dsdata.txt to determine how the superseded data were derived. EZ1051 EZ1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9615346784(NAD 83) EZ1051_MARKER: DE = TRAVERSE STATION DISK EZ1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1051_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1051_STAMPING: HICKORY 1967 EZ1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1051+STABILITY: SURFACE MOTION EZ1051 EZ1051 HISTORY - Date Condition Report By EZ1051 HISTORY - 1967 MONUMENTED NCGS EZ1051 HISTORY - 1970 GOOD NGS EZ1051 HISTORY - 1973 GOOD NCGS EZ1051 HISTORY - 1982 MARK NOT FOUND LOCENG EZ1051 EZ1051 STATION DESCRIPTION EZ1051 EZ1051'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1051'HICKORY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1051'IN THE VICINITY OF APEX, NORTH CAROLINA. EZ1051' EZ1051'HICKORY IS LOCATED APPROXIMATELY 0.5 MILES SOUTH OF THE CENTER EZ1051'OF HOLLY SPRINGS. TO REACH STATION PROCEED FROM THE EZ1051'INTERSECTION OF CENTER ST. WITH MAIN ST. (NC 55) IN HOLLY SPRINGS, EZ1051'GO SOUTH ON NC 55 FOR 0.4 MILES TO INTERSECTION OF HICKORY AVE., EZ1051'AND STATION. WHICH IS IN THE SOUTHWEST QUADRANT OF INTERSECTION, EZ1051'AT THE NORTHEAST CORNER OF BRICK CURB AND CORNER OF HEDGE. EZ1051' EZ1051'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1051'HICKORY 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ1051'OF WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EZ1051' EZ1051'MARK IS EZ1051' EZ1051'20.2 FT W OF C/L OF NC 55 EZ1051' EZ1051'15.6 FT S OF C/L OF HICKORY AVE. EZ1051' EZ1051'4.0 FT SE OF TP 28 WITH ALUMINUM REF TAG IN SW QUADRANT OF EZ1051'INTERSECTION EZ1051' EZ1051'12.0 FT NNW OF 4X4 POST WITH SPEED LIMIT 35 SIGN ON W EZ1051'SHOULDER OF NC 55, AND WITH ALUMINUM REF. TAG EZ1051' EZ1051'4.0 FT SSW OF 4X4 POST WITH STOP SIGN ON S SIDE OF HICKORY EZ1051'AVE., AND WITH ALUMINUM REF. TAG EZ1051' EZ1051'2.0 FT SE OF NE CORNER OF BRICK CURB EZ1051 EZ1051 STATION RECOVERY (1970) EZ1051 EZ1051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JSL) EZ1051'HICKORY 1967 GOOD EZ1051' EZ1051'DESCRIPTION SHOULD READ - PROCEED SOUTH ON NC 55 (MAIN ST.) FOR EZ1051'0.4 MILES TO INTERSECTION OF PINE STREET, INSTEAD OF HICKORY AVE. EZ1051 EZ1051 STATION RECOVERY (1973) EZ1051 EZ1051'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1051'IN HOLLY SPRINGS. EZ1051'TO REACH STATION FROM INTERSECTION OF NC 55 (MAIN STREET) AND EZ1051'CENTER STREET, PROCEED SOUTH ALONG MAIN STREET TO PINE STREET AND EZ1051'STATION IN SW QUADRANT OF INTERSECTION NEAR CORNER OF HEDGE, EZ1051'20.2 FT W OF C/L NC 55, 15.6 FT S OF C/L OF PINE STREET, 2.0 FT EZ1051'SE OF NE CORNER OF BRICK CURB, 3.8 FT SSW OF STOP SIGN POST, AND EZ1051'12.0 FT NNW OF SPEED LIMIT 35 SIGN POST W/ALUMINUM REF. TAG. EZ1051'DISK IS SET IN CONCRETE CYLINDER 3 INCHES BELOW THE SURFACE OF EZ1051'THE GROUND. EZ1051 EZ1051 STATION RECOVERY (1982) EZ1051 EZ1051'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (PS) EZ1051'THE STATION WAS SEARCHED FOR BUT NOT FOUND AND MAY BE LOST SINCE ROAD EZ1051'HAS BEEN WORKED ON. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5430 *********************************************************************** EZ5430 DESIGNATION - HIGH EZ5430 PID - EZ5430 EZ5430 STATE/COUNTY- NC/WAKE EZ5430 USGS QUAD - CARY (1993) EZ5430 EZ5430 *CURRENT SURVEY CONTROL EZ5430 ___________________________________________________________________ EZ5430* NAD 83(1986)- 35 46 20.01233(N) 078 45 51.24698(W) ADJUSTED EZ5430* NAVD 88 - 148.2 (meters) 486. (feet) VERTCON EZ5430 ___________________________________________________________________ EZ5430 LAPLACE CORR- -6.82 (seconds) DEFLEC99 EZ5430 GEOID HEIGHT- -32.40 (meters) GEOID03 EZ5430 EZ5430 HORZ ORDER - SECOND EZ5430 EZ5430.The North Carolina HARNS have been completed but, EZ5430.due to contractual restrictions, coordinates for these stations EZ5430.will NOT be published in the near future. In the interim, the EZ5430.published coordinates in North Carolina will not be EZ5430.consistent with the Continuously Operating Reference Stations EZ5430.(CORS). The HARN coordinates for these stations are available EZ5430.upon request. Contact Gary Thompson(919-733-3836). EZ5430. EZ5430.In addition, the published North Carolina positions EZ5430.(NAD 83 (1986)) are NOT consistent with those determined in EZ5430.adjacent state readjustments. The discontinuity between stations EZ5430.located in North Carolina and those in adjacent states EZ5430.which have been adjusted to the HARN may be as much as 5 EZ5430.decimeters. This will result in a significant loss of accuracy EZ5430.over lines crossing such state borders. EZ5430 EZ5430 EZ5430.The horizontal coordinates were established by classical geodetic methods EZ5430.and adjusted by the National Geodetic Survey in July 1986. EZ5430 EZ5430.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5430 EZ5430.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5430 EZ5430.The geoid height was determined by GEOID03. EZ5430 EZ5430; North East Units Scale Factor Converg. EZ5430;SPC NC - 224,354.550 630,917.738 MT 0.99991375 +0 08 09.9 EZ5430;SPC NC - 736,069.89 2,069,935.95 sFT 0.99991375 +0 08 09.9 EZ5430;UTM 17 - 3,960,991.100 702,098.389 MT 1.00010332 +1 18 26.6 EZ5430 EZ5430! - Elev Factor x Scale Factor = Combined Factor EZ5430!SPC NC - 0.99998182 x 0.99991375 = 0.99989557 EZ5430!UTM 17 - 0.99998182 x 1.00010332 = 1.00008514 EZ5430 EZ5430: Primary Azimuth Mark Grid Az EZ5430:SPC NC - PEELE 314 23 25.8 EZ5430:UTM 17 - PEELE 313 13 09.1 EZ5430 EZ5430|---------------------------------------------------------------------| EZ5430| PID Reference Object Distance Geod. Az | EZ5430| dddmmss.s | EZ5430| EZ5438 PEELE APPROX. 1.1 KM 3143135.7 | EZ5430|---------------------------------------------------------------------| EZ5430 EZ5430 SUPERSEDED SURVEY CONTROL EZ5430 EZ5430 NAD 27 - 35 46 19.46786(N) 078 45 52.23037(W) AD( ) 2 EZ5430 NGVD 29 (07/19/86) 148.5 (m) 487. (f) VERT ANG EZ5430 EZ5430.Superseded values are not recommended for survey control. EZ5430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5430.See file dsdata.txt to determine how the superseded data were derived. EZ5430 EZ5430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0209860991(NAD 83) EZ5430_MARKER: DE = TRAVERSE STATION DISK EZ5430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5430_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5430_STAMPING: HIGH 1965 EZ5430_MARK LOGO: NCGS EZ5430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5430+STABILITY: SURFACE MOTION EZ5430 EZ5430 HISTORY - Date Condition Report By EZ5430 HISTORY - 1965 MONUMENTED NCGS EZ5430 HISTORY - 1987 MARK NOT FOUND USPSQD EZ5430 EZ5430 STATION DESCRIPTION EZ5430 EZ5430'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ5430'HIGH IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5430'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5430' EZ5430'HIGH IS 7.0 MILES W OF RALEIGH AND 1.4 MILES SE OF EZ5430'CARY. LOCATED 1.25 MILES SE ALONG WHITE PLAINS RD. (SR 1313) EZ5430'FROM CARY GRADE SCHOOL. 1.3 MILES NW OF BRIDGE OVER U.S. 1. AT EZ5430'THE T INTERSECTION OF SR 1415 AND SR 1313. APPROXIMATELY 300 FT EZ5430'NE OF GYM OF CARY HIGH SCHOOL ON SE SIDE OF S DRIVEWAY TO SCHOOL EZ5430'ON SW SIDE OF SR 1313 AND 2 FT E OF CONCRETE CURB. EZ5430' EZ5430'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5430'HIGH 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5430'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ5430' EZ5430'MARK IS EZ5430' EZ5430'30.5 FT SW OF C/L OF SR 1313 (WHITE PLAINS RD.) EZ5430' EZ5430'21.5 FT SE OF C/L OF SCHOOL HOUSE DRIVEWAY EZ5430' EZ5430'49.1 FT SE OF ALUMINUM REF. TAG ON TP EZ5430' EZ5430'101.8 FT NE OF ALUMINUM REF. TAG ON LIGHT POLE EZ5430' EZ5430'20.9 FT NW OF ALUMINUM REF. TAG ON PP 221 WITH TRANSFORMER EZ5430' EZ5430'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ5430 EZ5430 STATION RECOVERY (1987) EZ5430 EZ5430'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ5430'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3275 *********************************************************************** EZ3275 DESIGNATION - HIGHWALL EZ3275 PID - EZ3275 EZ3275 STATE/COUNTY- NC/WAKE EZ3275 USGS QUAD - RALEIGH EAST (1993) EZ3275 EZ3275 *CURRENT SURVEY CONTROL EZ3275 ___________________________________________________________________ EZ3275* NAD 83(1986)- 35 45 09.77398(N) 078 37 27.49212(W) ADJUSTED EZ3275* NAVD 88 - 77.911 (meters) 255.61 (feet) ADJUSTED EZ3275 ___________________________________________________________________ EZ3275 LAPLACE CORR- -7.66 (seconds) DEFLEC99 EZ3275 GEOID HEIGHT- -33.04 (meters) GEOID03 EZ3275 DYNAMIC HT - 77.843 (meters) 255.39 (feet) COMP EZ3275 MODELED GRAV- 979,760.1 (mgal) NAVD 88 EZ3275 EZ3275 HORZ ORDER - SECOND EZ3275 VERT ORDER - SECOND CLASS I EZ3275 EZ3275.The North Carolina HARNS have been completed but, EZ3275.due to contractual restrictions, coordinates for these stations EZ3275.will NOT be published in the near future. In the interim, the EZ3275.published coordinates in North Carolina will not be EZ3275.consistent with the Continuously Operating Reference Stations EZ3275.(CORS). The HARN coordinates for these stations are available EZ3275.upon request. Contact Gary Thompson(919-733-3836). EZ3275. EZ3275.In addition, the published North Carolina positions EZ3275.(NAD 83 (1986)) are NOT consistent with those determined in EZ3275.adjacent state readjustments. The discontinuity between stations EZ3275.located in North Carolina and those in adjacent states EZ3275.which have been adjusted to the HARN may be as much as 5 EZ3275.decimeters. This will result in a significant loss of accuracy EZ3275.over lines crossing such state borders. EZ3275 EZ3275 EZ3275.The horizontal coordinates were established by classical geodetic methods EZ3275.and adjusted by the National Geodetic Survey in December 1992. EZ3275 EZ3275.The orthometric height was determined by differential leveling EZ3275.and adjusted by the National Geodetic Survey in June 1991. EZ3275 EZ3275.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3275 EZ3275.The geoid height was determined by GEOID03. EZ3275 EZ3275.The dynamic height is computed by dividing the NAVD 88 EZ3275.geopotential number by the normal gravity value computed on the EZ3275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ3275.degrees latitude (g = 980.6199 gals.). EZ3275 EZ3275.The modeled gravity was interpolated from observed gravity values. EZ3275 EZ3275; North East Units Scale Factor Converg. EZ3275;SPC NC - 222,228.924 643,577.736 MT 0.99991072 +0 13 00.6 EZ3275;SPC NC - 729,096.06 2,111,471.29 sFT 0.99991072 +0 13 00.6 EZ3275;UTM 17 - 3,959,124.349 714,802.038 MT 1.00016859 +1 23 19.0 EZ3275 EZ3275! - Elev Factor x Scale Factor = Combined Factor EZ3275!SPC NC - 0.99999296 x 0.99991072 = 0.99990368 EZ3275!UTM 17 - 0.99999296 x 1.00016859 = 1.00016155 EZ3275 EZ3275 SUPERSEDED SURVEY CONTROL EZ3275 EZ3275 NGVD 29 (12/28/92) 78.18 (m) 256.5 (f) LEVELING 3 EZ3275 EZ3275.Superseded values are not recommended for survey control. EZ3275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3275.See file dsdata.txt to determine how the superseded data were derived. EZ3275 EZ3275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1480259124(NAD 83) EZ3275_MARKER: DE = TRAVERSE STATION DISK EZ3275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3275_SP_SET: CONCRETE POST EZ3275_STAMPING: HIGHWALL 1984 EZ3275_MARK LOGO: NCGS EZ3275_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ3275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3275+STABILITY: SURFACE MOTION EZ3275 EZ3275 HISTORY - Date Condition Report By EZ3275 HISTORY - 1984 MONUMENTED NCGS EZ3275 HISTORY - 1984 GOOD NCGS EZ3275 HISTORY - 1985 GOOD USPSQD EZ3275 HISTORY - 1987 GOOD USPSQD EZ3275 EZ3275 STATION DESCRIPTION EZ3275 EZ3275'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ3275'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTH-SOUTHEAST OF THE EZ3275'CAPITOL SQUARE IN RALEIGH. EZ3275' EZ3275'ALONG I 40 FOR 0.6 KM (0.4 MI) EAST OF THE OVERPASS OF GARNER ROAD, EZ3275'AND 1.1 KM (0.7 MI) WEST OF THE ROCK QUARRY ROAD OVERPASS, ON THE EZ3275'SOUTH SIDE OF I 40 IN AN AREA OF CONCRETE BUFFER WALLS. EZ3275' EZ3275'THE STATION IS A STANDARD NCGS DISK STAMPED---HIGHWALL 1984---, EZ3275'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ3275'25 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EZ3275'4.2 METERS (13.9 FT) SOUTH OF THE EDGE OF THE PAVEMENT, EZ3275'17.6 METERS (57.6 FT) WEST OF A METAL DRAIN GRATE, EZ3275'46.6 METERS (152.7 FT) EAST OF A METAL DRAIN GRATE, AND EZ3275'15.8 METERS (51.6 SLOPE FT) NORTH OF THE BASE OF THE CONCRETE WALL. EZ3275' EZ3275'MARK IS LEVEL WITH PAVEMENT. EZ3275 EZ3275 STATION RECOVERY (1984) EZ3275 EZ3275'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ3275'3.2 KM (2.0 MI) SSE FROM RALEIGH. EZ3275'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTH-SOUTHEAST OF THE EZ3275'CAPITOL SQUARE IN RALEIGH. ALONG I 40 FOR 0.6 KM (0.4 MI) EAST OF EZ3275'THE OVERPASS OF GARNER ROAD, AND 1.1 KM (0.7 MI) WEST OF THE ROCK EZ3275'QUARRY ROAD OVERPASS, ON THE SOUTH SIDE OF I 40 IN AN AREA OF EZ3275'CONCRETE BUFFER WALLS. THE STATION IS A STANDARD NCGS DISK EZ3275'STAMPED---HIGHWALL 1984---, SET INTO THE TOP OF A ROUND CONCRETE EZ3275'MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND. LOCATED 4.2 METERS EZ3275'(13.9 FT) SOUTH OF THE EDGE OF THE PAVEMENT, 17.6 METERS (57.6 FT) EZ3275'WEST OF A METAL DRAIN GRATE, 46.6 METERS (152.7 FT) EAST OF A METAL EZ3275'DRAIN GRATE, AND 15.8 METERS (51.6 SLOPE FT) NORTH OF THE BASE OF THE EZ3275'CONCRETE WALL. EZ3275 EZ3275 STATION RECOVERY (1985) EZ3275 EZ3275'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ3275'RECOVERED IN GOOD CONDITION. EZ3275 EZ3275 STATION RECOVERY (1987) EZ3275 EZ3275'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ3275'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7493 *********************************************************************** AE7493 DESIGNATION - HIGHWOODS AE7493 PID - AE7493 AE7493 STATE/COUNTY- NC/WAKE AE7493 USGS QUAD - RALEIGH EAST (1993) AE7493 AE7493 *CURRENT SURVEY CONTROL AE7493 ___________________________________________________________________ AE7493* NAD 83(1986)- 35 49 16.03842(N) 078 36 41.04810(W) ADJUSTED AE7493* NAVD 88 - 88.1 (meters) 289. (feet) VERTCON AE7493 ___________________________________________________________________ AE7493 LAPLACE CORR- -7.53 (seconds) DEFLEC99 AE7493 GEOID HEIGHT- -32.93 (meters) GEOID03 AE7493 AE7493 HORZ ORDER - SECOND AE7493 AE7493.The North Carolina HARNS have been completed but, AE7493.due to contractual restrictions, coordinates for these stations AE7493.will NOT be published in the near future. In the interim, the AE7493.published coordinates in North Carolina will not be AE7493.consistent with the Continuously Operating Reference Stations AE7493.(CORS). The HARN coordinates for these stations are available AE7493.upon request. Contact Gary Thompson(919-733-3836). AE7493. AE7493.In addition, the published North Carolina positions AE7493.(NAD 83 (1986)) are NOT consistent with those determined in AE7493.adjacent state readjustments. The discontinuity between stations AE7493.located in North Carolina and those in adjacent states AE7493.which have been adjusted to the HARN may be as much as 5 AE7493.decimeters. This will result in a significant loss of accuracy AE7493.over lines crossing such state borders. AE7493 AE7493 AE7493.The horizontal coordinates were established by classical geodetic methods AE7493.and adjusted by the National Geodetic Survey in February 1998. AE7493 AE7493.The NAVD 88 height was computed by applying the VERTCON shift value to AE7493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7493 AE7493.The Laplace correction was computed from DEFLEC99 derived deflections. AE7493 AE7493.The geoid height was determined by GEOID03. AE7493 AE7493; North East Units Scale Factor Converg. AE7493;SPC NC - 229,822.800 644,714.747 MT 0.99992186 +0 13 27.4 AE7493;SPC NC - 754,010.30 2,115,201.63 sFT 0.99992186 +0 13 27.4 AE7493;UTM 17 - 3,966,741.851 715,783.606 MT 1.00017379 +1 23 54.5 AE7493 AE7493! - Elev Factor x Scale Factor = Combined Factor AE7493!SPC NC - 0.99999134 x 0.99992186 = 0.99991320 AE7493!UTM 17 - 0.99999134 x 1.00017379 = 1.00016513 AE7493 AE7493 SUPERSEDED SURVEY CONTROL AE7493 AE7493 NGVD 29 (02/27/98) 88.4 (m) 290. (f) VERT ANG AE7493 AE7493.Superseded values are not recommended for survey control. AE7493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7493.See file dsdata.txt to determine how the superseded data were derived. AE7493 AE7493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1578466742(NAD 83) AE7493_MARKER: DH = HORIZONTAL CONTROL DISK AE7493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7493_STAMPING: HIGHWOODS 1987 AE7493_MARK LOGO: NCGS AE7493_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7493+STABILITY: SURFACE MOTION AE7493 AE7493 HISTORY - Date Condition Report By AE7493 HISTORY - 1987 MONUMENTED NCGS AE7493 AE7493 STATION DESCRIPTION AE7493 AE7493'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7493'STATION IS LOCATED ABOUT 5.1 KM (3.15 MI) NORTH-NORTHEAST OF CAPITAL AE7493'SQUARE IN RALEIGH. ALONG CLIFF BENSON BELTLINE FOR 0.9 KM (0.55 MI) AE7493'NORTHWEST FROM THE US 1 (CAPITAL BOULEVARD) OVERPASS, OR 1.1 KM (0.70 AE7493'MI) SOUTHEAST OF THE OLD WAKE FOREST ROAD OVERPASS, IN THE NORTHWEST AE7493'END OF THE MEDIAN AT THE ATLANTIC AVENUE/RAILROAD OVERPASS. MARK IS AE7493'FLUSH WITH GROUND AND IS 1 FOOT (0.3 M) HIGHER THAN THE HIGHWAY. AE7493'LOCATED 6.9 M (22.6 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE WEST AE7493'BOUND LANE, 11.3 M (37.1 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE AE7493'EAST BOUND LANE, 1.5 M (4.9 FT) SOUTHWEST OF THE SOUTH END OF THE AE7493'WHEEL GUARD, 2.5 M (8.2 FT) SOUTH OF THE SOUTHEAST END OF THE NORTH AE7493'BRIDGE RAIL, 8.8 M (28.9 FT) EAST OF THE NORTHEAST END OF THE SOUTH AE7493'BRIDGE RAIL, AND 3.4 M (11.2 FT) SOUTHEAST OF THE SOUTHWEST END OF THE AE7493'WINGWALL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0850 *********************************************************************** EZ0850 DESIGNATION - HILL EZ0850 PID - EZ0850 EZ0850 STATE/COUNTY- NC/WAKE EZ0850 USGS QUAD - RALEIGH EAST (1993) EZ0850 EZ0850 *CURRENT SURVEY CONTROL EZ0850 ___________________________________________________________________ EZ0850* NAD 83(1986)- 35 52 05.44990(N) 078 37 15.16929(W) ADJUSTED EZ0850* NAVD 88 - 122.255 (meters) 401.10 (feet) ADJUSTED EZ0850 ___________________________________________________________________ EZ0850 LAPLACE CORR- -7.31 (seconds) DEFLEC99 EZ0850 GEOID HEIGHT- -32.76 (meters) GEOID03 EZ0850 DYNAMIC HT - 122.151 (meters) 400.76 (feet) COMP EZ0850 MODELED GRAV- 979,780.0 (mgal) NAVD 88 EZ0850 EZ0850 HORZ ORDER - SECOND EZ0850 VERT ORDER - SECOND CLASS 0 EZ0850 EZ0850.The North Carolina HARNS have been completed but, EZ0850.due to contractual restrictions, coordinates for these stations EZ0850.will NOT be published in the near future. In the interim, the EZ0850.published coordinates in North Carolina will not be EZ0850.consistent with the Continuously Operating Reference Stations EZ0850.(CORS). The HARN coordinates for these stations are available EZ0850.upon request. Contact Gary Thompson(919-733-3836). EZ0850. EZ0850.In addition, the published North Carolina positions EZ0850.(NAD 83 (1986)) are NOT consistent with those determined in EZ0850.adjacent state readjustments. The discontinuity between stations EZ0850.located in North Carolina and those in adjacent states EZ0850.which have been adjusted to the HARN may be as much as 5 EZ0850.decimeters. This will result in a significant loss of accuracy EZ0850.over lines crossing such state borders. EZ0850 EZ0850 EZ0850.The horizontal coordinates were established by classical geodetic methods EZ0850.and adjusted by the National Geodetic Survey in July 1986. EZ0850 EZ0850.The orthometric height was determined by differential leveling EZ0850.and adjusted by the National Geodetic Survey in June 1991. EZ0850 EZ0850.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0850 EZ0850.The geoid height was determined by GEOID03. EZ0850 EZ0850.The dynamic height is computed by dividing the NAVD 88 EZ0850.geopotential number by the normal gravity value computed on the EZ0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0850.degrees latitude (g = 980.6199 gals.). EZ0850 EZ0850.The modeled gravity was interpolated from observed gravity values. EZ0850 EZ0850; North East Units Scale Factor Converg. EZ0850;SPC NC - 235,040.520 643,838.373 MT 0.99993035 +0 13 07.7 EZ0850;SPC NC - 771,128.77 2,112,326.40 sFT 0.99993035 +0 13 07.7 EZ0850;UTM 17 - 3,971,941.778 714,800.186 MT 1.00016857 +1 23 40.2 EZ0850 EZ0850! - Elev Factor x Scale Factor = Combined Factor EZ0850!SPC NC - 0.99998595 x 0.99993035 = 0.99991630 EZ0850!UTM 17 - 0.99998595 x 1.00016857 = 1.00015452 EZ0850 EZ0850 SUPERSEDED SURVEY CONTROL EZ0850 EZ0850 NAD 27 - 35 52 04.92448(N) 078 37 16.15522(W) AD( ) 2 EZ0850 NGVD 29 (??/??/92) 122.534 (m) 402.01 (f) ADJ UNCH 2 0 EZ0850 EZ0850.Superseded values are not recommended for survey control. EZ0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0850.See file dsdata.txt to determine how the superseded data were derived. EZ0850 EZ0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1480071942(NAD 83) EZ0850_MARKER: DE = TRAVERSE STATION DISK EZ0850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0850_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EZ0850_STAMPING: HILL 1965 EZ0850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ0850 EZ0850 HISTORY - Date Condition Report By EZ0850 HISTORY - 1965 MONUMENTED NCGS EZ0850 HISTORY - 1972 SEE DESCRIPTION NCGS EZ0850 HISTORY - 1972 GOOD NCGS EZ0850 EZ0850 STATION DESCRIPTION EZ0850 EZ0850'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ0850'HILL IS A. N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ0850'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ0850' EZ0850'HILL IS 6.1 MILES N OF RALEIGH AND 1.5 MILES NW OF EZ0850'MILLBROOK. LOCATED 1.7 MILES S ALONG SR 2000 FROM Y INTERSECTION OF EZ0850'SR 1829 AND SR 2000. 0.35 MILES S OF T INTERSECTION OF SR EZ0850'2017. 1.4 MILES WNW ALONG SR 2015 FROM SR 2030 (OLD U.S. 1) AT EZ0850'THE INTERSECTION OF SR 2015 AND SR 2000 AND ON W SHOULDER OF SR EZ0850'2000. EZ0850' EZ0850'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0850'HILL 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ0850'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EZ0850' EZ0850'MARK IS EZ0850' EZ0850'13.2 FT W OF C/L OF SR 2000 EZ0850' EZ0850'4.0 FT W OF YELLOW ARROW PAINTED ON SR 2000 EZ0850' EZ0850'12.8 FT N OF DIRT DRIVE EZ0850' EZ0850'9.5 FT E OF ROAD SIGN POST WITH ALUMINUM REF. TAG EZ0850' EZ0850'5.0 FT NE OF CULVERT UNDER DRIVE EZ0850' EZ0850'17.0 FT E OF CORNER FENCE WITH ALUMINUM REF. TAG EZ0850' EZ0850'28.7 FT N OF FENCE POST WITH ALUMINUM REF. TAG EZ0850' EZ0850'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ0850 EZ0850 STATION RECOVERY (1972) EZ0850 EZ0850'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ0850'DESTROYED. EZ0850' EZ0850'HILL 2 1973 ESTABLISHED EZ0850 EZ0850 STATION RECOVERY (1972) EZ0850 EZ0850'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0850'1.5 MI NW FROM MILLBROOK. EZ0850'STATION IS 1.5 MI. NW OF MILLBROOK AND 6.1 MI. N OF RALEIGH, 1.7 EZ0850'MILES S ALONG SR 2000 FROM Y INTERSECTION OF SR 1829 AND SR 2000, EZ0850'0.35 MI. S OF T INTERSECTION OF SR 2017, AND ON W SHOULDER OF SR EZ0850'2000, 13.2 FT W OF C/L OF SR 2000, 12.8 FT N OF DIRT DRIVE, EZ0850'9.5 FT E OF ROAD SIGN POST WITH ALUM. REF. TAG, 17.0 FT E OF EZ0850'CORNER FENCE WITH ALUM. REF. TAG, AND 28.7 FT N OF FENCE POST WITH EZ0850'ALUM. REF. TAG. STATION IS 3 INCHES BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4404 *********************************************************************** EZ4404 DESIGNATION - HILLIARD EZ4404 PID - EZ4404 EZ4404 STATE/COUNTY- NC/WAKE EZ4404 USGS QUAD - ZEBULON (1981) EZ4404 EZ4404 *CURRENT SURVEY CONTROL EZ4404 ___________________________________________________________________ EZ4404* NAD 83(1986)- 35 49 12.80892(N) 078 19 44.12698(W) ADJUSTED EZ4404* NAVD 88 - 97.9 (meters) 321. (feet) VERTCON EZ4404 ___________________________________________________________________ EZ4404 LAPLACE CORR- -3.98 (seconds) DEFLEC99 EZ4404 GEOID HEIGHT- -34.01 (meters) GEOID03 EZ4404 EZ4404 HORZ ORDER - SECOND EZ4404 EZ4404.The North Carolina HARNS have been completed but, EZ4404.due to contractual restrictions, coordinates for these stations EZ4404.will NOT be published in the near future. In the interim, the EZ4404.published coordinates in North Carolina will not be EZ4404.consistent with the Continuously Operating Reference Stations EZ4404.(CORS). The HARN coordinates for these stations are available EZ4404.upon request. Contact Gary Thompson(919-733-3836). EZ4404. EZ4404.In addition, the published North Carolina positions EZ4404.(NAD 83 (1986)) are NOT consistent with those determined in EZ4404.adjacent state readjustments. The discontinuity between stations EZ4404.located in North Carolina and those in adjacent states EZ4404.which have been adjusted to the HARN may be as much as 5 EZ4404.decimeters. This will result in a significant loss of accuracy EZ4404.over lines crossing such state borders. EZ4404 EZ4404 EZ4404.The horizontal coordinates were established by classical geodetic methods EZ4404.and adjusted by the National Geodetic Survey in July 1986. EZ4404 EZ4404.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4404 EZ4404.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4404 EZ4404.The geoid height was determined by GEOID03. EZ4404 EZ4404; North East Units Scale Factor Converg. EZ4404;SPC NC - 229,859.506 670,239.712 MT 0.99992170 +0 23 14.4 EZ4404;SPC NC - 754,130.73 2,198,944.79 sFT 0.99992170 +0 23 14.4 EZ4404;UTM 17 - 3,967,302.340 741,310.680 MT 1.00031760 +1 33 50.3 EZ4404 EZ4404! - Elev Factor x Scale Factor = Combined Factor EZ4404!SPC NC - 0.99998997 x 0.99992170 = 0.99991167 EZ4404!UTM 17 - 0.99998997 x 1.00031760 = 1.00030757 EZ4404 EZ4404: Primary Azimuth Mark Grid Az EZ4404:SPC NC - WHELESS 284 25 47.4 EZ4404:UTM 17 - WHELESS 283 15 11.5 EZ4404 EZ4404|---------------------------------------------------------------------| EZ4404| PID Reference Object Distance Geod. Az | EZ4404| dddmmss.s | EZ4404| EZ4414 WHELESS APPROX. 0.8 KM 2844901.8 | EZ4404|---------------------------------------------------------------------| EZ4404 EZ4404 SUPERSEDED SURVEY CONTROL EZ4404 EZ4404 NAD 27 - 35 49 12.25395(N) 078 19 45.12841(W) AD( ) 2 EZ4404 NGVD 29 (07/19/86) 98.2 (m) 322. (f) VERT ANG EZ4404 EZ4404.Superseded values are not recommended for survey control. EZ4404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4404.See file dsdata.txt to determine how the superseded data were derived. EZ4404 EZ4404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4131167302(NAD 83) EZ4404_MARKER: DE = TRAVERSE STATION DISK EZ4404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4404_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4404_STAMPING: HILLIARD 1969 EZ4404_MARK LOGO: NCGS EZ4404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4404+STABILITY: SURFACE MOTION EZ4404 EZ4404 HISTORY - Date Condition Report By EZ4404 HISTORY - 1969 MONUMENTED NCGS EZ4404 HISTORY - 20050425 MARK NOT FOUND USPSQD EZ4404 EZ4404 STATION DESCRIPTION EZ4404 EZ4404'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ4404'HILLIARD IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ4404'IN THE VICINITY OF ZEBULON, NORTH CAROLINA. EZ4404' EZ4404'HILLIARD IS LOCATED APPROXIMATELY 0.9 MILE WEST OF ZEBULON. TO EZ4404'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 64 BYPASS AND EZ4404'U.S. 64 BUSINESS AT THE WEST END OF ZEBULON, GO WEST ON U.S. 64 EZ4404'BYPASS FOR 0.4 MILE TO STATION ON SOUTH SIDE OF ROAD IN NORTHEAST EZ4404'CORNER OF YARD, APPROXIMATELY 200 FEET EAST OF COUNTRY KITCHEN EZ4404'RESTAURANT. EZ4404' EZ4404'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ4404'HILLIARD 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ4404'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ4404' EZ4404'MARK IS EZ4404' EZ4404'42.9 FT S OF C/L OF U.S. 64 BYPASS EZ4404' EZ4404'80.0 FT E OF 36 INCH MAPLE TREE EZ4404' EZ4404'52.2 FT NE OF CENTER OF WELL EZ4404' EZ4404'61.1 FT ENE OF NE CORNER OF GREEN SLATE HOUSE EZ4404' EZ4404'92.4 FT SSW OF RIGHT OF WAY MARKER EZ4404' EZ4404'83.2 FT SSW OF GREEN AND YELLOW UNDERGROUND TELEPHONE CALBE POST EZ4404' EZ4404'37.3 FT SE OF E END OF CULVERT UNDER DIRT DRIVE EZ4404' EZ4404'23.8 FT S OF T INTERSECTION SIGN POST, WITH ALUMINUM REF. TAG EZ4404 EZ4404 STATION RECOVERY (2005) EZ4404 EZ4404'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ4404'MARK NOT FOUND 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2393 *********************************************************************** EZ2393 DESIGNATION - HILLOCK EZ2393 PID - EZ2393 EZ2393 STATE/COUNTY- NC/WAKE EZ2393 USGS QUAD - BUNN WEST (1973) EZ2393 EZ2393 *CURRENT SURVEY CONTROL EZ2393 ___________________________________________________________________ EZ2393* NAD 83(1986)- 35 52 36.15804(N) 078 21 41.22866(W) ADJUSTED EZ2393* NAVD 88 - 91.259 (meters) 299.41 (feet) ADJUSTED EZ2393 ___________________________________________________________________ EZ2393 LAPLACE CORR- -5.47 (seconds) DEFLEC99 EZ2393 GEOID HEIGHT- -33.80 (meters) GEOID03 EZ2393 DYNAMIC HT - 91.179 (meters) 299.14 (feet) COMP EZ2393 MODELED GRAV- 979,755.8 (mgal) NAVD 88 EZ2393 EZ2393 HORZ ORDER - SECOND EZ2393 VERT ORDER - SECOND CLASS II EZ2393 EZ2393.The North Carolina HARNS have been completed but, EZ2393.due to contractual restrictions, coordinates for these stations EZ2393.will NOT be published in the near future. In the interim, the EZ2393.published coordinates in North Carolina will not be EZ2393.consistent with the Continuously Operating Reference Stations EZ2393.(CORS). The HARN coordinates for these stations are available EZ2393.upon request. Contact Gary Thompson(919-733-3836). EZ2393. EZ2393.In addition, the published North Carolina positions EZ2393.(NAD 83 (1986)) are NOT consistent with those determined in EZ2393.adjacent state readjustments. The discontinuity between stations EZ2393.located in North Carolina and those in adjacent states EZ2393.which have been adjusted to the HARN may be as much as 5 EZ2393.decimeters. This will result in a significant loss of accuracy EZ2393.over lines crossing such state borders. EZ2393 EZ2393 EZ2393.The horizontal coordinates were established by classical geodetic methods EZ2393.and adjusted by the National Geodetic Survey in July 1986. EZ2393 EZ2393.The orthometric height was determined by differential leveling EZ2393.and adjusted by the National Geodetic Survey in June 1991. EZ2393 EZ2393.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2393 EZ2393.The geoid height was determined by GEOID03. EZ2393 EZ2393.The dynamic height is computed by dividing the NAVD 88 EZ2393.geopotential number by the normal gravity value computed on the EZ2393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2393.degrees latitude (g = 980.6199 gals.). EZ2393 EZ2393.The modeled gravity was interpolated from observed gravity values. EZ2393 EZ2393; North East Units Scale Factor Converg. EZ2393;SPC NC - 236,106.986 667,260.186 MT 0.99993196 +0 22 06.8 EZ2393;SPC NC - 774,627.67 2,189,169.46 sFT 0.99993196 +0 22 06.8 EZ2393;UTM 17 - 3,973,489.629 738,202.204 MT 1.00029922 +1 32 49.3 EZ2393 EZ2393! - Elev Factor x Scale Factor = Combined Factor EZ2393!SPC NC - 0.99999098 x 0.99993196 = 0.99992294 EZ2393!UTM 17 - 0.99999098 x 1.00029922 = 1.00029020 EZ2393 EZ2393: Primary Azimuth Mark Grid Az EZ2393:SPC NC - CHINA 311 46 56.3 EZ2393:UTM 17 - CHINA 310 36 13.8 EZ2393 EZ2393|---------------------------------------------------------------------| EZ2393| PID Reference Object Distance Geod. Az | EZ2393| dddmmss.s | EZ2393| EZ2394 CHINA APPROX. 0.5 KM 3120903.1 | EZ2393|---------------------------------------------------------------------| EZ2393 EZ2393 SUPERSEDED SURVEY CONTROL EZ2393 EZ2393 NAD 27 - 35 52 35.60343(N) 078 21 42.23243(W) AD( ) 2 EZ2393 NAVD 88 (01/16/98) 91.26 (m) 299.4 (f) LEVELING 3 EZ2393 NGVD 29 (??/??/92) 91.540 (m) 300.33 (f) ADJ UNCH 2 2 EZ2393 EZ2393.Superseded values are not recommended for survey control. EZ2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2393.See file dsdata.txt to determine how the superseded data were derived. EZ2393 EZ2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3820273490(NAD 83) EZ2393_MARKER: DE = TRAVERSE STATION DISK EZ2393_SETTING: 30 = SET IN A LIGHT STRUCTURE EZ2393_SP_SET: CONCRETE CYLINDER EZ2393_STAMPING: HILLOCK 1976 EZ2393_MARK LOGO: NCGS EZ2393_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ2393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ2393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ2393+SATELLITE: SATELLITE OBSERVATIONS - March 21, 1995 EZ2393 EZ2393 HISTORY - Date Condition Report By EZ2393 HISTORY - 1976 MONUMENTED NCGS EZ2393 HISTORY - 1976 GOOD NCGS EZ2393 HISTORY - 19950321 GOOD GEOMET EZ2393 HISTORY - 20041130 MARK NOT FOUND USPSQD EZ2393 EZ2393 STATION DESCRIPTION EZ2393 EZ2393'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2393'HILLOCK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2393'IN THE VICINITY OF ZEBULON, NORTH CAROLINA. EZ2393' EZ2393'HILLOCK IS LOCATED APPROXIMATELY 4.5 MILES NORTHWEST OF EZ2393'ZEBULON AND 6.2 MILES ESE OF ROLESVILLE. TO REACH STATION EZ2393'FROM THE NC 96 OVERPASS OF U.S. 64 BYPASS AT NORTH EDGE OF EZ2393'ZEBULON, PROCEED NORTHWEST ALONG NC 96 FOR 3.8 MILES TO STATION EZ2393'ON LEFT, NEAR THE BASE OF A DOUBLE GUY WIRE FOR A POWER POLE ON EZ2393'A 12 FOOT BANK AND APPROXIMATELY 150 FEET EAST OF A POND AND EZ2393'0.15 MILE SOUTHEAST OF T INTERSECTION WITH SR 2330 (W). EZ2393' EZ2393'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2393'HILLOCK 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ2393'OF WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND. EZ2393' EZ2393'MARK IS 48.7 FT SW OF C/L NC 96 EZ2393' EZ2393'8.5 FT NNE OF BASE OF GUY WIRES EZ2393' EZ2393'19.5 FT SSW OF POWER POLE WITH ALUMINUM REF. TAG EZ2393' EZ2393'98.5 FT WSW OF 5 INCH PINE ON EAST SIDE OF HIGHWAY EZ2393' EZ2393'110.7 FT SSW OF AN ALUMINUM REF. TAG IN CENTER OF SOUTH SIDE EZ2393'OF A TOBACCO BARN EZ2393' EZ2393'202.5 FT SE OF CENTER OF CONCRETE CULVERT PIPE UNDER HIGHWAY EZ2393 EZ2393 STATION RECOVERY (1976) EZ2393 EZ2393'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2393'4.5 MI NW FROM ZEBULON. EZ2393'TO REACH STATION FROM THE NC 96 OVERPASS OF US 64 BYPASS, AT NORTH EZ2393'EDGE OF ZEBULON, PROCEED NORTHWESTERLY ALONG NC 96 FOR 3.8 MILES TO EZ2393'STATION ON LEFT, NEAR THE BASE OF A DOUBLE GUY WIRE FOR A POWER POLE EZ2393'ON A 12 FOOT BANK, APPROXIMATELY 150 FEET EAST OF A POND, 0.15 MILE EZ2393'SOUTHEAST OF T INTERSECTION WITH SR 2330 (W). 48.7 FT. SW OF EZ2393'CENTERLINE NC 96, 8.5 FT. NNE OF BASE OF GUY WIRES, 19.5 FT. SSW OF EZ2393'POWER POLE WITH ALUMINUM REF. TAG, 98.5 FT. WSW OF 5 INCH PINE ON EAST EZ2393'SIDE OF HIGHWAY, 110.7 FT. SSW OF AN ALUMINUM REF. TAG IN CENTER OF EZ2393'SOUTH SIDE OF A TOBACCO BARN AND 202.5 FT. SE OF CENTER OF CONCRETE EZ2393'CULVERT PIPE UNDER HIGHWAY. DISK IS SET IN CONCRETE CYLINDER, 6 EZ2393'INCHES BELOW THE SURFACE OF THE GROUND. EZ2393 EZ2393 STATION RECOVERY (1995) EZ2393 EZ2393'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1995 (DAR) EZ2393'RECOVERED AS DESCRIBED. EZ2393 EZ2393 STATION RECOVERY (2004) EZ2393 EZ2393'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ2393'MARK NOT FOUND, NO REFERENCE MARKS REMAIN, AREA IS A GAS STATION 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6555 *********************************************************************** EZ6555 DESIGNATION - HILTON EZ6555 PID - EZ6555 EZ6555 STATE/COUNTY- NC/WAKE EZ6555 USGS QUAD - RALEIGH EAST (1993) EZ6555 EZ6555 *CURRENT SURVEY CONTROL EZ6555 ___________________________________________________________________ EZ6555* NAD 83(1986)- 35 49 49.57126(N) 078 37 08.28465(W) ADJUSTED EZ6555* NAVD 88 - 95.845 (meters) 314.45 (feet) ADJUSTED EZ6555 ___________________________________________________________________ EZ6555 LAPLACE CORR- -7.39 (seconds) DEFLEC99 EZ6555 GEOID HEIGHT- -32.87 (meters) GEOID03 EZ6555 DYNAMIC HT - 95.763 (meters) 314.18 (feet) COMP EZ6555 MODELED GRAV- 979,776.9 (mgal) NAVD 88 EZ6555 EZ6555 HORZ ORDER - SECOND EZ6555 VERT ORDER - SECOND CLASS II EZ6555 EZ6555.The North Carolina HARNS have been completed but, EZ6555.due to contractual restrictions, coordinates for these stations EZ6555.will NOT be published in the near future. In the interim, the EZ6555.published coordinates in North Carolina will not be EZ6555.consistent with the Continuously Operating Reference Stations EZ6555.(CORS). The HARN coordinates for these stations are available EZ6555.upon request. Contact Gary Thompson(919-733-3836). EZ6555. EZ6555.In addition, the published North Carolina positions EZ6555.(NAD 83 (1986)) are NOT consistent with those determined in EZ6555.adjacent state readjustments. The discontinuity between stations EZ6555.located in North Carolina and those in adjacent states EZ6555.which have been adjusted to the HARN may be as much as 5 EZ6555.decimeters. This will result in a significant loss of accuracy EZ6555.over lines crossing such state borders. EZ6555 EZ6555 EZ6555.The horizontal coordinates were established by classical geodetic methods EZ6555.and adjusted by the National Geodetic Survey in December 1992. EZ6555 EZ6555.The orthometric height was determined by differential leveling EZ6555.and adjusted by the National Geodetic Survey in September 1998. EZ6555 EZ6555.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6555 EZ6555.The geoid height was determined by GEOID03. EZ6555 EZ6555.The dynamic height is computed by dividing the NAVD 88 EZ6555.geopotential number by the normal gravity value computed on the EZ6555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6555.degrees latitude (g = 980.6199 gals.). EZ6555 EZ6555.The modeled gravity was interpolated from observed gravity values. EZ6555 EZ6555; North East Units Scale Factor Converg. EZ6555;SPC NC - 230,853.579 644,027.149 MT 0.99992349 +0 13 11.7 EZ6555;SPC NC - 757,392.12 2,112,945.74 sFT 0.99992349 +0 13 11.7 EZ6555;UTM 17 - 3,967,758.576 715,074.851 MT 1.00017003 +1 23 39.7 EZ6555 EZ6555! - Elev Factor x Scale Factor = Combined Factor EZ6555!SPC NC - 0.99999012 x 0.99992349 = 0.99991361 EZ6555!UTM 17 - 0.99999012 x 1.00017003 = 1.00016014 EZ6555 EZ6555 SUPERSEDED SURVEY CONTROL EZ6555 EZ6555 NGVD 29 (02/27/98) 96.13 (m) 315.4 (f) LEVELING 3 EZ6555 EZ6555.Superseded values are not recommended for survey control. EZ6555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6555.See file dsdata.txt to determine how the superseded data were derived. EZ6555 EZ6555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1507567759(NAD 83) EZ6555_MARKER: DH = HORIZONTAL CONTROL DISK EZ6555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6555_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6555_STAMPING: HILTON 1984 EZ6555_MARK LOGO: NCGS EZ6555_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6555+STABILITY: SURFACE MOTION EZ6555 EZ6555 HISTORY - Date Condition Report By EZ6555 HISTORY - 1984 MONUMENTED NCGS EZ6555 HISTORY - 19870101 GOOD NCGS EZ6555 HISTORY - 19871101 GOOD NCGS EZ6555 EZ6555 STATION DESCRIPTION EZ6555 EZ6555'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6555'THE STATION IS LOCATED ABOUT 5.8 KM (3.6 MI) NORTH OF THE CAPITOL EZ6555'SQUARE IN RALEIGH. EZ6555' EZ6555'ALONG WAKE FOREST ROAD, AT THE INTERSECTION WITH NEW HOPE CHURCH EZ6555'ROAD, NEAR THE NORTHEAST CORNER OF THE GROUNDS OF THE NORTH RALEIGH EZ6555'HILTON, AND ON THE PROLONGATION OF THE CENTERLINE OF EXECUTIVE DRIVE EZ6555'BETWEEN THE SIDEWALK AND THE CURB. EZ6555' EZ6555'THE STATION IS A STANDARD NCGS DISK STAMPED---HILTON 1984---, EZ6555'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6555'25 CM IN DIAMETER RECESSED 8 CM BELOW GROUND. LOCATED EZ6555'0.8 METERS (2.5 FT) WEST-NORTHWEST OF THE CURB, EZ6555'0.6 METERS (2.0 FT) EAST-SOUTHEAST OF THE EDGE OF THE SIDEWALK, EZ6555'13.8 METERS (45.4 FT) SOUTH-SOUTHEAST OF A RIGHT ANGLE OFF THE EZ6555'PROLONGATION OF NEW HOPE ROAD, EZ6555'16.2 METERS (53.3 FT) NORTHEAST OF A FIRE HYDRANT, AND EZ6555'7.5 METERS (24.6 FT) EAST OF A 10-INCH FIR TREE WITH A REFERENCE EZ6555'TAG. EZ6555' EZ6555'STATION IS NOT A BENCH MARK. EZ6555 EZ6555 STATION RECOVERY (1987) EZ6555 EZ6555'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ6555'RECOVERED AS DESCRIBED. EZ6555 EZ6555 STATION RECOVERY (1987) EZ6555 EZ6555'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ6555'RECOVERED AS DESCRIBED. DESCRIPTION IS ADEQUATE WITH THE FOLLOWING EZ6555'ADDITIONS. LOCATED 13.6 M (44.6 FT) SOUTH-SOUTHWEST OF THE CENTER OF A EZ6555'PAVED ROAD TO THE NORTH RALEIGH HILTON. MARK WAS LEVELED THROUGH AND EZ6555'NOW HAS A BENCH MARK ELEVATION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4460 *********************************************************************** EZ4460 DESIGNATION - HINTON EZ4460 PID - EZ4460 EZ4460 STATE/COUNTY- NC/WAKE EZ4460 USGS QUAD - ROLESVILLE (1993) EZ4460 EZ4460 *CURRENT SURVEY CONTROL EZ4460 ___________________________________________________________________ EZ4460* NAD 83(1986)- 35 55 51.31472(N) 078 27 27.25094(W) ADJUSTED EZ4460* NAVD 88 - 127.5 (meters) 418. (feet) VERTCON EZ4460 ___________________________________________________________________ EZ4460 LAPLACE CORR- -6.85 (seconds) DEFLEC99 EZ4460 GEOID HEIGHT- -33.28 (meters) GEOID03 EZ4460 EZ4460 HORZ ORDER - SECOND EZ4460 EZ4460.The North Carolina HARNS have been completed but, EZ4460.due to contractual restrictions, coordinates for these stations EZ4460.will NOT be published in the near future. In the interim, the EZ4460.published coordinates in North Carolina will not be EZ4460.consistent with the Continuously Operating Reference Stations EZ4460.(CORS). The HARN coordinates for these stations are available EZ4460.upon request. Contact Gary Thompson(919-733-3836). EZ4460. EZ4460.In addition, the published North Carolina positions EZ4460.(NAD 83 (1986)) are NOT consistent with those determined in EZ4460.adjacent state readjustments. The discontinuity between stations EZ4460.located in North Carolina and those in adjacent states EZ4460.which have been adjusted to the HARN may be as much as 5 EZ4460.decimeters. This will result in a significant loss of accuracy EZ4460.over lines crossing such state borders. EZ4460 EZ4460 EZ4460.The horizontal coordinates were established by classical geodetic methods EZ4460.and adjusted by the National Geodetic Survey in July 1986. EZ4460 EZ4460.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4460 EZ4460.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4460 EZ4460.The geoid height was determined by GEOID03. EZ4460 EZ4460; North East Units Scale Factor Converg. EZ4460;SPC NC - 242,069.904 658,548.306 MT 0.99994273 +0 18 47.1 EZ4460;SPC NC - 794,191.01 2,160,587.23 sFT 0.99994273 +0 18 47.1 EZ4460;UTM 17 - 3,979,273.974 729,366.505 MT 1.00024830 +1 29 33.3 EZ4460 EZ4460! - Elev Factor x Scale Factor = Combined Factor EZ4460!SPC NC - 0.99998521 x 0.99994273 = 0.99992794 EZ4460!UTM 17 - 0.99998521 x 1.00024830 = 1.00023351 EZ4460 EZ4460 SUPERSEDED SURVEY CONTROL EZ4460 EZ4460 NAD 27 - 35 55 50.76227(N) 078 27 28.25195(W) AD( ) 2 EZ4460 NGVD 29 (07/19/86) 127.8 (m) 419. (f) VERT ANG EZ4460 EZ4460.Superseded values are not recommended for survey control. EZ4460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4460.See file dsdata.txt to determine how the superseded data were derived. EZ4460 EZ4460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2936779274(NAD 83) EZ4460_MARKER: DE = TRAVERSE STATION DISK EZ4460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4460_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4460_STAMPING: HINTON 1969 EZ4460_MARK LOGO: NCGS EZ4460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4460+STABILITY: SURFACE MOTION EZ4460 EZ4460 HISTORY - Date Condition Report By EZ4460 HISTORY - 1969 MONUMENTED NCGS EZ4460 HISTORY - 1976 MARK NOT FOUND NGS EZ4460 EZ4460 STATION DESCRIPTION EZ4460 EZ4460'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ4460'HINTON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ4460'IN THE VICINITY OF ROLESVILLE, NORTH CAROLINA. EZ4460' EZ4460'HINTON IS LOCATED APPROXIMATELY 0.5 MILE NORTH OF ROLESVILLE. TO EZ4460'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 401 WITH EZ4460'SR 1945 GOING NORTH AND SR 1003 GOING SOUTH IN ROLESVILLE, GO EZ4460'NORTH ON SR 1945 FOR 0.5 MILE TO DIRT ROAD GOING WEST. STATION EZ4460'IS ON THE WEST SIDE OF SR 1945 AND SOUTH SIDE OF DIRT ROAD. EZ4460' EZ4460'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ4460'HINTON 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ4460'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ4460' EZ4460'MARK IS EZ4460' EZ4460'28.1 FT W OF C/L OF SR 1945 EZ4460' EZ4460'9.7 FT SSE OF FENCE POST WITH ALUMINUM REF. TAG EZ4460' EZ4460'13.2 FT NE OF FENCE POST WITH ALUMINUM REF. TAG EZ4460' EZ4460'95.1 FT S OF TP WITH ALUMINUM REF. TAG EZ4460' EZ4460'14.3 FT SW OF S END OF CULVERT EZ4460' EZ4460'22.4 FT SW OF C/L OF DIRT ROAD EZ4460 EZ4460 STATION RECOVERY (1976) EZ4460 EZ4460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ACD) EZ4460'DESTROYED. FIELD UNDER CULTIVATION, FENCE IS GONE, TP GONE ETC. EZ4460' EZ4460'NEW STATION TO BE ESTABLISHED IN VICINITY. EZ4460' EZ4460'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EZ4460'0.5 MILE N OF ROLESVILLE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2441 *********************************************************************** EZ2441 DESIGNATION - HINTON 2 EZ2441 PID - EZ2441 EZ2441 STATE/COUNTY- NC/WAKE EZ2441 USGS QUAD - ROLESVILLE (1993) EZ2441 EZ2441 *CURRENT SURVEY CONTROL EZ2441 ___________________________________________________________________ EZ2441* NAD 83(1986)- 35 55 51.74843(N) 078 27 27.21393(W) ADJUSTED EZ2441* NAVD 88 - 126.934 (meters) 416.45 (feet) ADJUSTED EZ2441 ___________________________________________________________________ EZ2441 LAPLACE CORR- -6.85 (seconds) DEFLEC99 EZ2441 GEOID HEIGHT- -33.28 (meters) GEOID03 EZ2441 DYNAMIC HT - 126.824 (meters) 416.09 (feet) COMP EZ2441 MODELED GRAV- 979,770.5 (mgal) NAVD 88 EZ2441 EZ2441 HORZ ORDER - SECOND EZ2441 VERT ORDER - SECOND CLASS II EZ2441 EZ2441.The North Carolina HARNS have been completed but, EZ2441.due to contractual restrictions, coordinates for these stations EZ2441.will NOT be published in the near future. In the interim, the EZ2441.published coordinates in North Carolina will not be EZ2441.consistent with the Continuously Operating Reference Stations EZ2441.(CORS). The HARN coordinates for these stations are available EZ2441.upon request. Contact Gary Thompson(919-733-3836). EZ2441. EZ2441.In addition, the published North Carolina positions EZ2441.(NAD 83 (1986)) are NOT consistent with those determined in EZ2441.adjacent state readjustments. The discontinuity between stations EZ2441.located in North Carolina and those in adjacent states EZ2441.which have been adjusted to the HARN may be as much as 5 EZ2441.decimeters. This will result in a significant loss of accuracy EZ2441.over lines crossing such state borders. EZ2441 EZ2441 EZ2441.The horizontal coordinates were established by classical geodetic methods EZ2441.and adjusted by the National Geodetic Survey in July 1986. EZ2441 EZ2441.The orthometric height was determined by differential leveling EZ2441.and adjusted by the National Geodetic Survey in June 1991. EZ2441 EZ2441.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2441 EZ2441.The geoid height was determined by GEOID03. EZ2441 EZ2441.The dynamic height is computed by dividing the NAVD 88 EZ2441.geopotential number by the normal gravity value computed on the EZ2441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2441.degrees latitude (g = 980.6199 gals.). EZ2441 EZ2441.The modeled gravity was interpolated from observed gravity values. EZ2441 EZ2441; North East Units Scale Factor Converg. EZ2441;SPC NC - 242,083.276 658,549.161 MT 0.99994275 +0 18 47.1 EZ2441;SPC NC - 794,234.88 2,160,590.04 sFT 0.99994275 +0 18 47.1 EZ2441;UTM 17 - 3,979,287.365 729,367.084 MT 1.00024830 +1 29 33.3 EZ2441 EZ2441! - Elev Factor x Scale Factor = Combined Factor EZ2441!SPC NC - 0.99998530 x 0.99994275 = 0.99992805 EZ2441!UTM 17 - 0.99998530 x 1.00024830 = 1.00023360 EZ2441 EZ2441 SUPERSEDED SURVEY CONTROL EZ2441 EZ2441 NAD 27 - 35 55 51.19608(N) 078 27 28.21502(W) AD( ) 2 EZ2441 NGVD 29 (??/??/92) 127.209 (m) 417.35 (f) ADJ UNCH 2 2 EZ2441 EZ2441.Superseded values are not recommended for survey control. EZ2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2441.See file dsdata.txt to determine how the superseded data were derived. EZ2441 EZ2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2936779287(NAD 83) EZ2441_MARKER: DE = TRAVERSE STATION DISK EZ2441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2441_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2441_STAMPING: HINTON 2 1976 EZ2441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2441+STABILITY: SURFACE MOTION EZ2441 EZ2441 HISTORY - Date Condition Report By EZ2441 HISTORY - 1976 MONUMENTED NCGS EZ2441 HISTORY - 1976 GOOD NCGS EZ2441 HISTORY - 1978 GOOD NCGS EZ2441 EZ2441 STATION DESCRIPTION EZ2441 EZ2441'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2441'HINTON 2 IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2441'IN THE VICINITY OF ROLESVILLE, NORTH CAROLINA. EZ2441' EZ2441'HINTON 2 IS LOCATED IN THE NORTH EDGE OF ROLESVILLE AND 4.4 EZ2441'MILES SOUTHEAST OF WAKE FOREST. TO REACH STATION FROM THE MAIN EZ2441'CROSSROADS IN CENTER OF ROLESVILLE, PROCEED NORTH ALONG SR 1945 EZ2441'FOR 0.5 MILE TO INTERSECTION WITH A DIRT DRIVEWAY LEADING WEST EZ2441'TO A MOBILE HOME VILLAGE AND STATION ON LEFT, IN NORTHWEST EZ2441'QUADRANT AND APPROXIMATELY 150 FEET WNW OF AND ACROSS ROAD FROM EZ2441'A ONE STORY TAN BRICK HOME. EZ2441' EZ2441'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2441'HINTON 2 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ2441'OF WHICH IS 5 INCHES BELOW THE SURFACE OF THE GROUND. EZ2441' EZ2441'MARK IS 28.8 FT W OF C/L OF SR 1945 EZ2441' EZ2441'18.8 FT NNE OF C/L OF DIRT DRIVEWAY EZ2441' EZ2441'39.3 FT NNW OF C/L INTERSECTION OF ROAD WITH DRIVEWAY EZ2441' EZ2441'37.2 FT S OF CENTER OF TOP OF YELLOW TELEPHONE PEDESTAL 70-27-1/4 EZ2441' EZ2441'60.8 FT SE OF POWER POLE WITH TRANSFORMER AND ALUMINUM REF. TAG EZ2441' EZ2441'76.0 FT WSW OF SMALL YELLOW TELEPHONE PEDESTAL 70-271-41 ON EZ2441'EAST SIDE OF ROAD AND WITH ALUMINUM REF. TAG EZ2441' EZ2441'HINTON 2 REPLACES HINTON 1969 WHICH WAS DESTROYED EZ2441 EZ2441 STATION RECOVERY (1976) EZ2441 EZ2441'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2441'IN ROLESVILLE. EZ2441'TO REACH STATION FROM THE MAIN CROSSROADS IN CENTER OF ROLESVILLE, EZ2441'PROCEED NORTH ALONG SR 1945 FOR 0.5 MILE TO INTERSECTION WITH DIRT EZ2441'DRIVEWAY LEADING WEST TO A MOBILE HOME VILLAGE AND STATION ON LEFT, IN EZ2441'NORTHWEST QUADRANT, AND APPROXIMATELY 150 FEET WNW OF AND ACROSS ROAD EZ2441'FROM A ONE STORY TAN BRICK HOME. 28.8 FT. W OF CENTERLINE OF SR 1945, EZ2441'18.8 FT. NNE OF CENTERLINE OF DIRT DRIVEWAY, 39.3 FT. NNW OF EZ2441'CENTERLINE INTERSECTION OF ROAD WITH DRIVEWAY, 37.2 FT. S OF CENTER OF EZ2441'TOP OF YELLOW TELEPHONE PEDESTAL NO. 70-27-1/4, 60.8 FT. SE OF POWER EZ2441'POLE WITH TRANSFORMER AND ALUMINUM REF. TAG AND 76.0 FT. WSW OF SMALL EZ2441'YELLOW TELEPHONE PEDESTAL NO. 70-271-41 ON EAST SIDE OF ROAD AND WITH EZ2441'ALUMINUM REF. TAG. DISK IS SET IN TOP OF CONCRETE CYLINDER, 5 INCHES EZ2441'BELOW THE SURFACE OF THE GROUND. EZ2441 EZ2441 STATION RECOVERY (1978) EZ2441 EZ2441'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ2441'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7483 *********************************************************************** AE7483 DESIGNATION - HISTORIC AE7483 PID - AE7483 AE7483 STATE/COUNTY- NC/WAKE AE7483 USGS QUAD - RALEIGH EAST (1993) AE7483 AE7483 *CURRENT SURVEY CONTROL AE7483 ___________________________________________________________________ AE7483* NAD 83(1986)- 35 51 00.63585(N) 078 36 15.99559(W) ADJUSTED AE7483* NAVD 88 - 98.441 (meters) 322.97 (feet) ADJUSTED AE7483 ___________________________________________________________________ AE7483 LAPLACE CORR- -7.49 (seconds) DEFLEC99 AE7483 GEOID HEIGHT- -32.88 (meters) GEOID03 AE7483 DYNAMIC HT - 98.357 (meters) 322.69 (feet) COMP AE7483 MODELED GRAV- 979,776.3 (mgal) NAVD 88 AE7483 AE7483 HORZ ORDER - SECOND AE7483 VERT ORDER - SECOND CLASS II AE7483 AE7483.The North Carolina HARNS have been completed but, AE7483.due to contractual restrictions, coordinates for these stations AE7483.will NOT be published in the near future. In the interim, the AE7483.published coordinates in North Carolina will not be AE7483.consistent with the Continuously Operating Reference Stations AE7483.(CORS). The HARN coordinates for these stations are available AE7483.upon request. Contact Gary Thompson(919-733-3836). AE7483. AE7483.In addition, the published North Carolina positions AE7483.(NAD 83 (1986)) are NOT consistent with those determined in AE7483.adjacent state readjustments. The discontinuity between stations AE7483.located in North Carolina and those in adjacent states AE7483.which have been adjusted to the HARN may be as much as 5 AE7483.decimeters. This will result in a significant loss of accuracy AE7483.over lines crossing such state borders. AE7483 AE7483 AE7483.The horizontal coordinates were established by classical geodetic methods AE7483.and adjusted by the National Geodetic Survey in February 1998. AE7483 AE7483.The orthometric height was determined by differential leveling AE7483.and adjusted by the National Geodetic Survey in September 1998. AE7483 AE7483.The Laplace correction was computed from DEFLEC99 derived deflections. AE7483 AE7483.The geoid height was determined by GEOID03. AE7483 AE7483.The dynamic height is computed by dividing the NAVD 88 AE7483.geopotential number by the normal gravity value computed on the AE7483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7483.degrees latitude (g = 980.6199 gals.). AE7483 AE7483.The modeled gravity was interpolated from observed gravity values. AE7483 AE7483; North East Units Scale Factor Converg. AE7483;SPC NC - 233,048.822 645,330.714 MT 0.99992702 +0 13 41.9 AE7483;SPC NC - 764,594.34 2,117,222.52 sFT 0.99992702 +0 13 41.9 AE7483;UTM 17 - 3,969,980.636 716,333.444 MT 1.00017672 +1 24 12.8 AE7483 AE7483! - Elev Factor x Scale Factor = Combined Factor AE7483!SPC NC - 0.99998971 x 0.99992702 = 0.99991673 AE7483!UTM 17 - 0.99998971 x 1.00017672 = 1.00016643 AE7483 AE7483|---------------------------------------------------------------------| AE7483| PID Reference Object Distance Geod. Az | AE7483| dddmmss.s | AE7483| AE7503 TP 3 66.930 METERS 02618 | AE7483| EZ0911 UNITED 145.994 METERS 26120 | AE7483|---------------------------------------------------------------------| AE7483 AE7483 SUPERSEDED SURVEY CONTROL AE7483 AE7483 NGVD 29 (02/27/98) 98.72 (m) 323.9 (f) LEVELING 3 AE7483 AE7483.Superseded values are not recommended for survey control. AE7483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7483.See file dsdata.txt to determine how the superseded data were derived. AE7483 AE7483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1633369981(NAD 83) AE7483_MARKER: DH = HORIZONTAL CONTROL DISK AE7483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7483_STAMPING: HISTORIC 1987 AE7483_MARK LOGO: NCGS AE7483_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7483+STABILITY: SURFACE MOTION AE7483 AE7483 HISTORY - Date Condition Report By AE7483 HISTORY - 1987 MONUMENTED NCGS AE7483 HISTORY - 19870101 GOOD NCGS AE7483 AE7483 STATION DESCRIPTION AE7483 AE7483'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7483'STATION IS LOCATED ABOUT 8.2 KM (5.10 MI) NORTH-NORTHEAST OF CAPITAL AE7483'SQUARE IN RALEIGH, IN MILLBROOK COMMUNITY. ALONG MILLBROOK ROAD FOR AE7483'0.2 KM (0.10 MI) WEST FROM ATLANTIC AVENUE, TO SR 2033, IN THE AE7483'NORTHEAST QUADRANT. MARK IS RECESSED 2 CM BELOW GROUND AND IS 3 FEET AE7483'(0.9 M) LOWER THAN THE ROAD. LOCATED 13.3 M (43.6 FT) NORTH-NORTHEAST AE7483'OF THE CENTERLINE OF THE WEST BOUND LANE, 19.2 M (63.0 FT) EAST OF THE AE7483'CENTERLINE OF SR 2033, 34.2 M (112.2 FT) SOUTH-SOUTHEAST OF THE AE7483'SOUTHEAST CORNER OF A BLOCK GARAGE--AND 1.9 M (6.2 FT) WEST-SOUTHWEST AE7483'OF A 24-INCH CEDAR, 12.8 M (42.0 FT) SOUTHEAST OF A LAMP POLE--BOTH AE7483'WITH REFERENCE TAGS. NOTE--REPORT BY NCGS ON 11/3/93 SHOWS MARK AE7483'DESTROYED--CONCRETE FOUND WITH TOP GONE. AE7483 AE7483 STATION RECOVERY (1987) AE7483 AE7483'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7483'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2368 *********************************************************************** EZ2368 DESIGNATION - HODGE EZ2368 PID - EZ2368 EZ2368 STATE/COUNTY- NC/WAKE EZ2368 USGS QUAD - KNIGHTDALE (1993) EZ2368 EZ2368 *CURRENT SURVEY CONTROL EZ2368 ___________________________________________________________________ EZ2368* NAD 83(1986)- 35 47 56.00865(N) 078 28 28.00307(W) ADJUSTED EZ2368* NAVD 88 - 106.043 (meters) 347.91 (feet) ADJUSTED EZ2368 ___________________________________________________________________ EZ2368 LAPLACE CORR- -6.38 (seconds) DEFLEC99 EZ2368 GEOID HEIGHT- -33.59 (meters) GEOID03 EZ2368 DYNAMIC HT - 105.949 (meters) 347.60 (feet) COMP EZ2368 MODELED GRAV- 979,751.7 (mgal) NAVD 88 EZ2368 EZ2368 HORZ ORDER - SECOND EZ2368 VERT ORDER - SECOND CLASS II EZ2368 EZ2368.The North Carolina HARNS have been completed but, EZ2368.due to contractual restrictions, coordinates for these stations EZ2368.will NOT be published in the near future. In the interim, the EZ2368.published coordinates in North Carolina will not be EZ2368.consistent with the Continuously Operating Reference Stations EZ2368.(CORS). The HARN coordinates for these stations are available EZ2368.upon request. Contact Gary Thompson(919-733-3836). EZ2368. EZ2368.In addition, the published North Carolina positions EZ2368.(NAD 83 (1986)) are NOT consistent with those determined in EZ2368.adjacent state readjustments. The discontinuity between stations EZ2368.located in North Carolina and those in adjacent states EZ2368.which have been adjusted to the HARN may be as much as 5 EZ2368.decimeters. This will result in a significant loss of accuracy EZ2368.over lines crossing such state borders. EZ2368 EZ2368 EZ2368.The horizontal coordinates were established by classical geodetic methods EZ2368.and adjusted by the National Geodetic Survey in July 1986. EZ2368 EZ2368.The orthometric height was determined by differential leveling EZ2368.and adjusted by the National Geodetic Survey in June 1991. EZ2368 EZ2368.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2368 EZ2368.The geoid height was determined by GEOID03. EZ2368 EZ2368.The dynamic height is computed by dividing the NAVD 88 EZ2368.geopotential number by the normal gravity value computed on the EZ2368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2368.degrees latitude (g = 980.6199 gals.). EZ2368 EZ2368.The modeled gravity was interpolated from observed gravity values. EZ2368 EZ2368; North East Units Scale Factor Converg. EZ2368;SPC NC - 227,413.417 657,103.075 MT 0.99991808 +0 18 12.0 EZ2368;SPC NC - 746,105.52 2,155,845.67 sFT 0.99991808 +0 18 12.0 EZ2368;UTM 17 - 3,964,586.265 728,222.291 MT 1.00024186 +1 28 40.6 EZ2368 EZ2368! - Elev Factor x Scale Factor = Combined Factor EZ2368!SPC NC - 0.99998863 x 0.99991808 = 0.99990671 EZ2368!UTM 17 - 0.99998863 x 1.00024186 = 1.00023049 EZ2368 EZ2368 SUPERSEDED SURVEY CONTROL EZ2368 EZ2368 NAD 27 - 35 47 55.46928(N) 078 28 28.99283(W) AD( ) 2 EZ2368 NGVD 29 (??/??/92) 106.321 (m) 348.82 (f) ADJ UNCH 2 2 EZ2368 EZ2368.Superseded values are not recommended for survey control. EZ2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2368.See file dsdata.txt to determine how the superseded data were derived. EZ2368 EZ2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2822264586(NAD 83) EZ2368_MARKER: DE = TRAVERSE STATION DISK EZ2368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2368_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2368_STAMPING: HODGE 1965 EZ2368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2368+STABILITY: SURFACE MOTION EZ2368 EZ2368 HISTORY - Date Condition Report By EZ2368 HISTORY - 1965 MONUMENTED NCGS EZ2368 HISTORY - 1976 GOOD NCGS EZ2368 EZ2368 STATION DESCRIPTION EZ2368 EZ2368'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ2368'HODGE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2368'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ2368' EZ2368'HODGE IS 9.4 MILES ENE OF RALEIGH, AND 0.7 MILES NNE OF EZ2368'KNIGHTDALE. LOCATED 0.7 MILES NE ALONG SR 2049 FROM ROBERTSONS EZ2368'ST. (SR 2500) IN KNIGHTDALE. 0.7 MILES E OF SR 2233 IN THE SW EZ2368'QUADRANT OF U.S. 64 AND SR 2049 AND ON TOP OF 5 FT DITCH BANK. EZ2368' EZ2368'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ2368'HODGE 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2368'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2368' EZ2368'MARK IS EZ2368' EZ2368'49.7 FT S OF C/L OF U.S. 64 E BOUND LANE EZ2368' EZ2368'38.2 FT S OF YELLOW ARROW PAINTED ON U.S. 64 E BOUND LANE EZ2368' EZ2368'90.0 FT NE OF 36 INCH GUM TREE WITH ALUMINUM REF. TAG EZ2368' EZ2368'71.6 FT E OF 8 INCH MAPLE WITH ALUMINUM REF. TAG EZ2368' EZ2368'60.0 FT E OF KNIGHTDALE BAPTIST CHURCH SIGN EZ2368' EZ2368'64.8 FT E OF R/W MARKER EZ2368' EZ2368'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ2368 EZ2368 STATION RECOVERY (1976) EZ2368 EZ2368'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2368'IN KNIGHTDALE. EZ2368'STATION IS LOCATED AT THE NORTHEAST EDGE OF KNIGHTDALE, IN THE EZ2368'SOUTHEAST QUADRANT OF US 64 AND SR 2049 CROSSROADS AND ON TOP OF A 5 EZ2368'FOOT BANK. 49.7 FT. S OF CENTERLINE OF US 64 EAST BOUND LANE, 97.9 EZ2368'FT. ESE OF CENTER OF NORTH END OF CONCRETE TRAFFIC ISLAND IN SR 2049 EZ2368'(FIRST AVE.), 55.8 FT. E OF A WARNING SIGNAL BRACE POLE WITH ALUMINUM EZ2368'REF. TAG, 60.7 FT. ENE OF CENTER OF A KNIGHTDALE BAPTIST CHURCH SIGN, EZ2368'AND 90.4 FT. NNE OF A 36 INCH GUM WITH ALUMINUM REF. TAG. DISK IS SET EZ2368'IN CONCRETE CYLINDER, THE TOP OF WHICH IS 3 INCHES BELOW THE SURFACE EZ2368'OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5069 *********************************************************************** EZ5069 DESIGNATION - HOLDEN EZ5069 PID - EZ5069 EZ5069 STATE/COUNTY- NC/WAKE EZ5069 USGS QUAD - RALEIGH EAST (1993) EZ5069 EZ5069 *CURRENT SURVEY CONTROL EZ5069 ___________________________________________________________________ EZ5069* NAD 83(1986)- 35 52 16.94391(N) 078 31 08.38630(W) ADJUSTED EZ5069* NAVD 88 - 90.2 (meters) 296. (feet) VERTCON EZ5069 ___________________________________________________________________ EZ5069 LAPLACE CORR- -7.26 (seconds) DEFLEC99 EZ5069 GEOID HEIGHT- -33.22 (meters) GEOID03 EZ5069 EZ5069 HORZ ORDER - SECOND EZ5069 EZ5069.The North Carolina HARNS have been completed but, EZ5069.due to contractual restrictions, coordinates for these stations EZ5069.will NOT be published in the near future. In the interim, the EZ5069.published coordinates in North Carolina will not be EZ5069.consistent with the Continuously Operating Reference Stations EZ5069.(CORS). The HARN coordinates for these stations are available EZ5069.upon request. Contact Gary Thompson(919-733-3836). EZ5069. EZ5069.In addition, the published North Carolina positions EZ5069.(NAD 83 (1986)) are NOT consistent with those determined in EZ5069.adjacent state readjustments. The discontinuity between stations EZ5069.located in North Carolina and those in adjacent states EZ5069.which have been adjusted to the HARN may be as much as 5 EZ5069.decimeters. This will result in a significant loss of accuracy EZ5069.over lines crossing such state borders. EZ5069 EZ5069 EZ5069.The horizontal coordinates were established by classical geodetic methods EZ5069.and adjusted by the National Geodetic Survey in July 1986. EZ5069 EZ5069.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5069 EZ5069.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5069 EZ5069.The geoid height was determined by GEOID03. EZ5069 EZ5069; North East Units Scale Factor Converg. EZ5069;SPC NC - 235,434.611 653,037.445 MT 0.99993095 +0 16 39.4 EZ5069;SPC NC - 772,421.72 2,142,507.02 sFT 0.99993095 +0 16 39.4 EZ5069;UTM 17 - 3,972,524.776 723,991.642 MT 1.00021827 +1 27 15.8 EZ5069 EZ5069! - Elev Factor x Scale Factor = Combined Factor EZ5069!SPC NC - 0.99999105 x 0.99993095 = 0.99992200 EZ5069!UTM 17 - 0.99999105 x 1.00021827 = 1.00020932 EZ5069 EZ5069: Primary Azimuth Mark Grid Az EZ5069:SPC NC - BARDEN 163 47 31.8 EZ5069:UTM 17 - BARDEN 162 36 55.4 EZ5069 EZ5069|---------------------------------------------------------------------| EZ5069| PID Reference Object Distance Geod. Az | EZ5069| dddmmss.s | EZ5069| EZ5059 BARDEN APPROX. 2.2 KM 1640411.2 | EZ5069|---------------------------------------------------------------------| EZ5069 EZ5069 SUPERSEDED SURVEY CONTROL EZ5069 EZ5069 NAD 27 - 35 52 16.40487(N) 078 31 09.37746(W) AD( ) 2 EZ5069 NGVD 29 (07/19/86) 90.5 (m) 297. (f) VERT ANG EZ5069 EZ5069.Superseded values are not recommended for survey control. EZ5069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5069.See file dsdata.txt to determine how the superseded data were derived. EZ5069 EZ5069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2399272525(NAD 83) EZ5069_MARKER: DE = TRAVERSE STATION DISK EZ5069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5069_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5069_STAMPING: HOLDEN 1965 EZ5069_MARK LOGO: NCGS EZ5069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5069+STABILITY: SURFACE MOTION EZ5069_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ5069+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2005 EZ5069 EZ5069 HISTORY - Date Condition Report By EZ5069 HISTORY - 1965 MONUMENTED NCGS EZ5069 HISTORY - 20050418 GOOD USPSQD EZ5069 EZ5069 STATION DESCRIPTION EZ5069 EZ5069'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ5069'HOLDEN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5069'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5069' EZ5069'HOLDEN IS 9.2 MILES NE OF RALEIGH AND 5.8 MILES NW OF EZ5069'KNIGHTDALE. TO REACH THE STATION FROM THE BRIDGE OVER NEUSE EZ5069'RIVER ON U.S. 401, GO NE 0.1 MILE TO SR 2224. TURN RIGHT AND EZ5069'GO EAST 1.0 MILE TO WAKE CROSSROADS. TURN RIGHT AND GO SOUTH 0.9 EZ5069'MILES ON SR 2049 TO T ROAD (DIRT) FROM RIGHT, TURN RIGHT AND GO EZ5069'0.3 MILES TO DRIVEWAY TO MR. HOLDENS HOUSE ON RIGHT SIDE OF EZ5069'ROAD, APPROXIMATELY 150 FT W OF DRIVEWAY TO HOUSE ON CREST OF EZ5069'HILL. EZ5069' EZ5069'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, EZ5069'STAMPED HOLDEN 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE EZ5069'TOP OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5069' EZ5069'MARK IS EZ5069' EZ5069'30.0 FT W OF C/L OF DIRT ROAD EZ5069' EZ5069'41.7 FT E OF SE CORNER OF COWSHED EZ5069' EZ5069'132.4 FT NE OF PP WITH ALUMINUM REF. TAG EZ5069' EZ5069'10.1 FT S OF SE CORNER OF PIG PEN EZ5069' EZ5069'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ5069 EZ5069 STATION RECOVERY (2005) EZ5069 EZ5069'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ5069'N 35 52.282 EZ5069'W 078 31.141 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1023 *********************************************************************** EZ1023 DESIGNATION - HOLDING EZ1023 PID - EZ1023 EZ1023 STATE/COUNTY- NC/WAKE EZ1023 USGS QUAD - LAKE WHEELER (1993) EZ1023 EZ1023 *CURRENT SURVEY CONTROL EZ1023 ___________________________________________________________________ EZ1023* NAD 83(1986)- 35 39 04.15303(N) 078 42 24.58264(W) ADJUSTED EZ1023* NAVD 88 - 110.803 (meters) 363.53 (feet) ADJUSTED EZ1023 ___________________________________________________________________ EZ1023 LAPLACE CORR- -5.61 (seconds) DEFLEC99 EZ1023 GEOID HEIGHT- -32.88 (meters) GEOID03 EZ1023 DYNAMIC HT - 110.706 (meters) 363.21 (feet) COMP EZ1023 MODELED GRAV- 979,757.1 (mgal) NAVD 88 EZ1023 EZ1023 HORZ ORDER - SECOND EZ1023 VERT ORDER - SECOND CLASS 0 EZ1023 EZ1023.The North Carolina HARNS have been completed but, EZ1023.due to contractual restrictions, coordinates for these stations EZ1023.will NOT be published in the near future. In the interim, the EZ1023.published coordinates in North Carolina will not be EZ1023.consistent with the Continuously Operating Reference Stations EZ1023.(CORS). The HARN coordinates for these stations are available EZ1023.upon request. Contact Gary Thompson(919-733-3836). EZ1023. EZ1023.In addition, the published North Carolina positions EZ1023.(NAD 83 (1986)) are NOT consistent with those determined in EZ1023.adjacent state readjustments. The discontinuity between stations EZ1023.located in North Carolina and those in adjacent states EZ1023.which have been adjusted to the HARN may be as much as 5 EZ1023.decimeters. This will result in a significant loss of accuracy EZ1023.over lines crossing such state borders. EZ1023 EZ1023 EZ1023.The horizontal coordinates were established by classical geodetic methods EZ1023.and adjusted by the National Geodetic Survey in July 1986. EZ1023 EZ1023.The orthometric height was determined by differential leveling EZ1023.and adjusted by the National Geodetic Survey in June 1991. EZ1023 EZ1023.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1023 EZ1023.The geoid height was determined by GEOID03. EZ1023 EZ1023.The dynamic height is computed by dividing the NAVD 88 EZ1023.geopotential number by the normal gravity value computed on the EZ1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1023.degrees latitude (g = 980.6199 gals.). EZ1023 EZ1023.The modeled gravity was interpolated from observed gravity values. EZ1023 EZ1023; North East Units Scale Factor Converg. EZ1023;SPC NC - 210,936.328 636,147.789 MT 0.99989682 +0 10 09.2 EZ1023;SPC NC - 692,046.94 2,087,094.87 sFT 0.99989682 +0 10 09.2 EZ1023;UTM 17 - 3,947,679.605 707,602.409 MT 1.00013113 +1 20 13.4 EZ1023 EZ1023! - Elev Factor x Scale Factor = Combined Factor EZ1023!SPC NC - 0.99998777 x 0.99989682 = 0.99988459 EZ1023!UTM 17 - 0.99998777 x 1.00013113 = 1.00011890 EZ1023 EZ1023: Primary Azimuth Mark Grid Az EZ1023:SPC NC - ALAMO 013 09 51.5 EZ1023:UTM 17 - ALAMO 011 59 47.3 EZ1023 EZ1023|---------------------------------------------------------------------| EZ1023| PID Reference Object Distance Geod. Az | EZ1023| dddmmss.s | EZ1023| EZ1022 ALAMO APPROX. 0.5 KM 0132000.7 | EZ1023|---------------------------------------------------------------------| EZ1023 EZ1023 SUPERSEDED SURVEY CONTROL EZ1023 EZ1023 NAD 27 - 35 39 03.59664(N) 078 42 25.55487(W) AD( ) 2 EZ1023 NGVD 29 (??/??/92) 111.071 (m) 364.41 (f) ADJ UNCH 2 0 EZ1023 EZ1023.Superseded values are not recommended for survey control. EZ1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1023.See file dsdata.txt to determine how the superseded data were derived. EZ1023 EZ1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0760247680(NAD 83) EZ1023_MARKER: DE = TRAVERSE STATION DISK EZ1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1023_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1023_STAMPING: HOLDING 1967 EZ1023_MARK LOGO: NCGS EZ1023_MAGNETIC: N = NO MAGNETIC MATERIAL EZ1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1023+STABILITY: SURFACE MOTION EZ1023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ1023+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2004 EZ1023 EZ1023 HISTORY - Date Condition Report By EZ1023 HISTORY - 1967 MONUMENTED NCGS EZ1023 HISTORY - 1973 GOOD NCGS EZ1023 HISTORY - 1973 GOOD NCGS EZ1023 HISTORY - 1989 GOOD USPSQD EZ1023 HISTORY - 19990223 GOOD NCGS EZ1023 HISTORY - 20040611 GOOD USPSQD EZ1023 EZ1023 STATION DESCRIPTION EZ1023 EZ1023'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1023'HOLDING IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1023'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ1023' EZ1023'HOLDING IS LOCATED APPROXIMATELY 9.6 MILES SSW OF RALEIGH. TO EZ1023'REACH STATION PROCEED FROM THE INTERSECTION OF SR 1010 AND EZ1023'U.S. 401. GO SOUTH ON U.S. 401 FOR 1.1 MILE TO DRIVEWAY TO EZ1023'WILLIAM HOLDING INSTITUTE, AND STATION, WHICH IS IN THE EZ1023'NORTHEAST QUADRANT OF INTERSECTION OF DRIVEWAY TO HOLDING EZ1023'INSTITUTE AND U.S. 401, ON EAST BANK OF U.S. 401 NORTH BOUND EZ1023'LANE AT EDGE OF WOODS LINE. EZ1023' EZ1023'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1023'HOLDING 1967, SET IN THE TOP OF A CONCRETE CYLINDER, WHICH IS EZ1023'2 INCHES BELOW THE SURFACE OF THE GROUND. EZ1023' EZ1023'MARK IS EZ1023' EZ1023'52.7 FT ENE OF C/L OF U.S. 401 NORTH BOUND LANE EZ1023' EZ1023'66.6 FT NE OF METAL STOP SIGN POST AT ENTRANCE TO INSTITUTE EZ1023' EZ1023'13.8 FT NW OF 6 INCH PINE WITH ALUMINUM REF. TAG EZ1023' EZ1023'41.6 FT SW OF 10 INCH PINE WITH ALUMINUM REF. TAG EZ1023 EZ1023 STATION RECOVERY (1973) EZ1023 EZ1023'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1023'7 MI NE FROM FUQUAY VARINA. EZ1023'HOLDING IS LOCATED APPROXIMATELY 9.7 MILES SOUTH OF CAPITOL EZ1023'SQUARE IN RALEIGH. TO REACH STATION FROM THE INTERSECTION OF EZ1023'U.S. 401, NC 55 AND NC 42 APPROXIMATELY 2.5 MILES ENE OF FUQUAY EZ1023'VARINA, PROCEED NE ALONG U.S. 401 FOR 04.90 MILES TO ENTRANCE TO EZ1023'HOLDING TECHNICAL INSTINUTE AND STATION ON THE NORTH SIDE OF EZ1023'ENTRANCE, 0.15 MILES SOUTH OF SR 1390, 01.1 MILES SOUTH OF EZ1023'MC CULLERS CROSSROADS, 52.7 FT ENE OF C/L OF N BOUND LANE, 59.3 EZ1023'FT NNE OF C/L OF ENTRANCE, 29.1 FT NE OF NORTHERNMOST METAL STOP SIGN EZ1023'POST, 13.8 FT NW OF 10 IN PINE WITH ALUMINUM REF. TAG, 24.8 FT EZ1023'W OF 12 IN PINE WITH ALUMINUM REF. TAG, AND 41.6 FT SW OF 10 IN EZ1023'PINE WITH ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER EZ1023'FLUSH WITH THE SURFACE OF THE GROUND. EZ1023 EZ1023 STATION RECOVERY (1973) EZ1023 EZ1023'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1023'LOCATED APPROXIMATELY 9.7 MILES SOUTH OF CAPITOL SQUARE IN RALEIGH. TO EZ1023'REACH STATION FROM THE INTERSECTION OF US 401, NC 55 AND NC 42 EZ1023'APPROXIMATELY 2.5 MILES ENE OF FUQUAY VARINA, PROCEED NE ALONG US 401 EZ1023'FOR 04.90 MILES TO ENTRANCE TO HOLDING TECHNICAL INSTITUTE AND STATION EZ1023'ON THE NORTH SIDE OF ENTRANCE, 0.15 MILES SOUTH OF SR 1390, 01.1 MILES EZ1023'SOUTH OF MCCULLERS CROSSROADS. 52.7 FT. ENE OF C/L OF N BOUND LANE, EZ1023'59.3 FT. NNE OF C/L OF ENTRANCE, 29.1 FT. NE OF NORTHERNMOST METAL EZ1023'STOP SIGN POST, 13.8 FT. NW OF 10 IN. PINE WITH ALUMINUM REF. TAG, EZ1023'24.8 FT. W OF 12 IN. PINE WITH ALUMINUM REF. TAG, AND 41.6 FT. SW OF EZ1023'10 IN. PINE WITH ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER EZ1023'FLUSH WITH THE SURFACE OF THE GROUND. EZ1023 EZ1023 STATION RECOVERY (1989) EZ1023 EZ1023'RECOVERY NOTE BY US POWER SQUADRON 1989 (WCB) EZ1023'RECOVERED IN GOOD CONDITION. EZ1023 EZ1023 STATION RECOVERY (1999) EZ1023 EZ1023'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL) EZ1023'RECOVERED AS DESCRIBED, WITH THE FOLLOWING UPDATES. WILLIAM HOLDING EZ1023'INSTITUTE IS NOW WAKE TECHINAL COMMUNITY COLLEGE. STATION IS ABOUT EZ1023'3-FEET HIGHER THAN US 401 AND IS NOW FLUSH WITH THE GROUND. EZ1023 EZ1023 STATION RECOVERY (2004) EZ1023 EZ1023'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN) EZ1023'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6661 *********************************************************************** EZ6661 DESIGNATION - HOLLANDS EZ6661 PID - EZ6661 EZ6661 STATE/COUNTY- NC/WAKE EZ6661 USGS QUAD - FUQUAY-VARINA (1993) EZ6661 EZ6661 *CURRENT SURVEY CONTROL EZ6661 ___________________________________________________________________ EZ6661* NAD 83(1986)- 35 33 59.95531(N) 078 46 34.03560(W) ADJUSTED EZ6661* NAVD 88 - 120.6 (meters) 396. (feet) VERTCON EZ6661 ___________________________________________________________________ EZ6661 LAPLACE CORR- -4.40 (seconds) DEFLEC99 EZ6661 GEOID HEIGHT- -32.80 (meters) GEOID03 EZ6661 EZ6661 HORZ ORDER - SECOND EZ6661 EZ6661.The North Carolina HARNS have been completed but, EZ6661.due to contractual restrictions, coordinates for these stations EZ6661.will NOT be published in the near future. In the interim, the EZ6661.published coordinates in North Carolina will not be EZ6661.consistent with the Continuously Operating Reference Stations EZ6661.(CORS). The HARN coordinates for these stations are available EZ6661.upon request. Contact Gary Thompson(919-733-3836). EZ6661. EZ6661.In addition, the published North Carolina positions EZ6661.(NAD 83 (1986)) are NOT consistent with those determined in EZ6661.adjacent state readjustments. The discontinuity between stations EZ6661.located in North Carolina and those in adjacent states EZ6661.which have been adjusted to the HARN may be as much as 5 EZ6661.decimeters. This will result in a significant loss of accuracy EZ6661.over lines crossing such state borders. EZ6661 EZ6661 EZ6661.The horizontal coordinates were established by classical geodetic methods EZ6661.and adjusted by the National Geodetic Survey in March 1993. EZ6661 EZ6661.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6661 EZ6661.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6661 EZ6661.The geoid height was determined by GEOID03. EZ6661 EZ6661; North East Units Scale Factor Converg. EZ6661;SPC NC - 201,545.670 629,894.534 MT 0.99988765 +0 07 45.2 EZ6661;SPC NC - 661,237.75 2,066,578.98 sFT 0.99988765 +0 07 45.2 EZ6661;UTM 17 - 3,938,161.484 701,540.230 MT 1.00010057 +1 17 38.2 EZ6661 EZ6661! - Elev Factor x Scale Factor = Combined Factor EZ6661!SPC NC - 0.99998622 x 0.99988765 = 0.99987387 EZ6661!UTM 17 - 0.99998622 x 1.00010057 = 1.00008679 EZ6661 EZ6661 SUPERSEDED SURVEY CONTROL EZ6661 EZ6661 NGVD 29 (03/10/93) 120.8 (m) 396. (f) VERT ANG EZ6661 EZ6661.Superseded values are not recommended for survey control. EZ6661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6661.See file dsdata.txt to determine how the superseded data were derived. EZ6661 EZ6661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0154038161(NAD 83) EZ6661_MARKER: DE = TRAVERSE STATION DISK EZ6661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6661_SP_SET: CONCRETE POST EZ6661_STAMPING: HOLLANDS 1983 EZ6661_MARK LOGO: NCGS EZ6661_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ6661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6661+STABILITY: SURFACE MOTION EZ6661 EZ6661 HISTORY - Date Condition Report By EZ6661 HISTORY - 1983 MONUMENTED NCGS EZ6661 EZ6661 STATION DESCRIPTION EZ6661 EZ6661'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 EZ6661'STATION IS LOCATED APPROXIMATELY 2.4 KM (1.5 MI) SOUTHEAST OF FUQUAY EZ6661'VARINA . EZ6661'PROCEED ALONG US 401, 1.7 KM (1.05 MI) EAST OF THE INTERSECTION WITH EZ6661'NC 55 NORTH, THENCE 3.1 KM (1.9 MI) SOUTH ALONG SR 1301, THENCE 0.15 EZ6661'KM (0.1 MI) NORTHWEST ALONG SAND ROAD TO WHITE SIDING HOUSE (HOLLAND EZ6661'RESIDENCE). STATION IS APPROXIMATELY 60 M (200 FT) SOUTH OF RESIDENCE EZ6661'IN GRASSY DRAINAGE AREA. EZ6661'THE STATION IS A STANDARD NCGS DISK STAMPED---HOLLANDS 1983---, SET EZ6661'INTO THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER RECESSED EZ6661'41 CM BELOW GROUND. LOCATED 2.13 METERS (7.0 FT) WEST-SOUTHWEST FROM EZ6661'THE CENTERLINE OF SAND ROAD, 32.10 METERS (105.3 FT) SOUTH-SOUTHEAST EZ6661'FROM A 4 INCH OAK IN SOUTH CORNER OF YARD, AND 59.89 METERS EZ6661'(196.5 FT) SOUTH FROM THE SOUTHEAST CORNER OF HOLLAND HOME. EZ6661'STATION IS LEVEL WITH ROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5334 *********************************************************************** EZ5334 DESIGNATION - HOLLEMAN EZ5334 PID - EZ5334 EZ5334 STATE/COUNTY- NC/WAKE EZ5334 USGS QUAD - FUQUAY-VARINA (1993) EZ5334 EZ5334 *CURRENT SURVEY CONTROL EZ5334 ___________________________________________________________________ EZ5334* NAD 83(1986)- 35 36 35.95255(N) 078 52 18.80124(W) ADJUSTED EZ5334* NAVD 88 - 136.7 (meters) 448. (feet) VERT ANG EZ5334 ___________________________________________________________________ EZ5334 LAPLACE CORR- -5.40 (seconds) DEFLEC99 EZ5334 GEOID HEIGHT- -32.41 (meters) GEOID03 EZ5334 EZ5334 HORZ ORDER - SECOND EZ5334 EZ5334.The North Carolina HARNS have been completed but, EZ5334.due to contractual restrictions, coordinates for these stations EZ5334.will NOT be published in the near future. In the interim, the EZ5334.published coordinates in North Carolina will not be EZ5334.consistent with the Continuously Operating Reference Stations EZ5334.(CORS). The HARN coordinates for these stations are available EZ5334.upon request. Contact Gary Thompson(919-733-3836). EZ5334. EZ5334.In addition, the published North Carolina positions EZ5334.(NAD 83 (1986)) are NOT consistent with those determined in EZ5334.adjacent state readjustments. The discontinuity between stations EZ5334.located in North Carolina and those in adjacent states EZ5334.which have been adjusted to the HARN may be as much as 5 EZ5334.decimeters. This will result in a significant loss of accuracy EZ5334.over lines crossing such state borders. EZ5334 EZ5334 EZ5334.The horizontal coordinates were established by classical geodetic methods EZ5334.and adjusted by the National Geodetic Survey in August 2000. EZ5334 EZ5334.The orthometric height was determined by vertical angle observations. EZ5334 EZ5334.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5334 EZ5334.The geoid height was determined by GEOID03. EZ5334 EZ5334; North East Units Scale Factor Converg. EZ5334;SPC NC - 206,337.555 621,207.510 MT 0.99989208 +0 04 26.2 EZ5334;SPC NC - 676,959.13 2,038,078.31 sFT 0.99989208 +0 04 26.2 EZ5334;UTM 17 - 3,942,776.605 692,755.899 MT 1.00005787 +1 14 22.2 EZ5334 EZ5334! - Elev Factor x Scale Factor = Combined Factor EZ5334!SPC NC - 0.99998363 x 0.99989208 = 0.99987571 EZ5334!UTM 17 - 0.99998363 x 1.00005787 = 1.00004150 EZ5334 EZ5334: Primary Azimuth Mark Grid Az EZ5334:SPC NC - HOLLEMAN AZ MK 054 05 21.0 EZ5334:UTM 17 - HOLLEMAN AZ MK 052 55 25.0 EZ5334 EZ5334|---------------------------------------------------------------------| EZ5334| PID Reference Object Distance Geod. Az | EZ5334| dddmmss.s | EZ5334| EZ6239 HOLLEMAN AZ MK APPROX. 0.6 KM 0540947.2 | EZ5334| EZ6240 HOLLEMAN RM 1 26.544 METERS 10942 | EZ5334| EZ5329 FUQUAY SPRINGS ARMY RADAR TWR APPROX. 3.7 KM 1125816.9 | EZ5334| EZ6241 HOLLEMAN RM 2 21.205 METERS 34537 | EZ5334|---------------------------------------------------------------------| EZ5334 EZ5334 SUPERSEDED SURVEY CONTROL EZ5334 EZ5334 NAD 83(1986)- 35 36 35.94713(N) 078 52 18.80208(W) AD( ) 3 EZ5334 NAD 27 - 35 36 35.39150(N) 078 52 19.75770(W) AD( ) 3 EZ5334 NGVD 29 (07/19/86) 137.55 (m) 451.3 (f) LEVELING 3 EZ5334 EZ5334.Superseded values are not recommended for survey control. EZ5334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5334.See file dsdata.txt to determine how the superseded data were derived. EZ5334 EZ5334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9275642777(NAD 83) EZ5334_MARKER: DS = TRIANGULATION STATION DISK EZ5334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5334_STAMPING: HOLLEMAN 1957 EZ5334_MARK LOGO: CGS EZ5334_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ5334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5334+STABILITY: SURFACE MOTION EZ5334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5334+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2000 EZ5334 EZ5334 HISTORY - Date Condition Report By EZ5334 HISTORY - 1957 MONUMENTED CGS EZ5334 HISTORY - 1960 MARK NOT FOUND USGS EZ5334 HISTORY - 1964 GOOD AMS EZ5334 HISTORY - 1969 MARK NOT FOUND CGS EZ5334 HISTORY - 20000710 GOOD NCGS EZ5334 EZ5334 STATION DESCRIPTION EZ5334 EZ5334'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE) EZ5334'THE STATION IS LOCATED ABOUT 3-1/2 MILES WEST-NORTHWEST OF EZ5334'FUQUAY SPRINGS AND ABOUT 3-1/2 MILES SOUTH-SOUTHWEST OF HOLLY EZ5334'SPRINGS. IT IS 36 FEET SOUTHEAST OF APPROXIMATE CENTER LINE OF EZ5334'ROAD, 27 FEET NORTHEAST OF TELEPHONE POLE AND 14 FEET NORTHEAST EZ5334'OF WITNESS POST. THE MARK PROJECTS ABOUT 4 INCHES AND THE EZ5334'DISK IS STAMPED HOLLEMAN 1957. EZ5334' EZ5334'REFERENCE MARK NO. 1 IS 32 FEET NORTH-NORTHWEST OF POWER EZ5334'LINE AND 16 FEET WEST OF TOMB STONE. THE MARK PROJECTS ABOUT EZ5334'4 INCHES AND THE DISK IS STAMPED HOLLEMAN NO 1 1957. EZ5334' EZ5334'REFERENCE MARK NO. 2 IS 23 FEET NORTHWEST OF APPROXIMATE EZ5334'CENTER OF ROAD. THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK EZ5334'IS STAMPED HOLLEMAN NO 2 1957. EZ5334' EZ5334'AZIMUTH MARK IS 36 FEET NORTHWEST OF UTILITY POLE, 10 FEET EZ5334'EAST-NORTHEAST OF SAND ROAD AND 1-1/2 FEET WEST-SOUTHWEST OF EZ5334'WITNESS POST. THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK EZ5334'IS STAMPED HOLLEMAN 1957. EZ5334' EZ5334'TO REACH THE STATION FROM THE RAILROAD DEPOT IN DUNCAN. GO EZ5334'WEST FOR 0.2 MILE TO CROSSROADS, TURN RIGHT AND GO NORTHERLY EZ5334'ON HARD SURFACED ROAD FOR 3.25 MILES TO A T-INTERSECTION, EZ5334'TURN RIGHT AND GO 0.25 MILE TO TOP OF HILL AND STATION ON EZ5334'RIGHT AS DESCRIBED. CONTINUE NORTHEAST ON HARD SURFACED ROAD EZ5334'FOR 0.4 MILE TO DRIVEWAY AND FARM ON RIGHT, TURN RIGHT FOR EZ5334'50 YARDS TO AZIMUTH MARK ON LEFT AS DESCRIBED. EZ5334' EZ5334'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS. EZ5334 EZ5334 STATION RECOVERY (1960) EZ5334 EZ5334'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960 EZ5334'THE REFERENCE MARKS WERE RECOVERED. THE AREA HAS BEEN PLOWED EZ5334'OVER, SO IT IS ASSUMED THAT THE MONUMENT WAS DESTROYED. EZ5334 EZ5334 STATION RECOVERY (1964) EZ5334 EZ5334'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1964 EZ5334'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ5334 EZ5334 STATION RECOVERY (1969) EZ5334 EZ5334'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JAM) EZ5334'RM 2 LOCATED AT THE TOP OF THE ROAD DITCH SLOPE CUT. EZ5334 EZ5334 STATION RECOVERY (2000) EZ5334 EZ5334'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL) EZ5334'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES AND ADDITIONS. EZ5334'TO REACH THE STATION PROCEED ALONG SR 1115 (AVENT FERRY RD) FOR 1.8 MI EZ5334'(2.9 KM) SOUTHWEST FROM NC-55, IN HOLLY SPRINGS, TO SR 1116 (CASS HOLT EZ5334'RD) , THENCE SOUTH ALONG SR 1116 FOR 2.1 MI (3.4 KM) TO HOUSE NUMBER EZ5334'6421 AND STATION IN FRONT YARD. OR 0.25 MI (0.40 KM) NORTHEAST OF SR EZ5334'1127 (REX RD) . EZ5334'MARK IS ABOUT 5-FEET HIGHER THAN SR 1116 AND FLUSH WITH THE GROUND. EZ5334'LOCATED 36.3 FT (11.1 M) SOUTHEAST OF THE CENTERLINE OF SR 1116, 1.2 EZ5334'FT (0.4 M) NORTHEAST OF A METAL WITNESS POST, 38.4 FT (11.7 M) NORTH EZ5334'OF A 28-INCH TRIPLE TRUNK OAK WITH REFERENCE TAG AND 106.6 FT (32.5 M) EZ5334'SOUTHWEST OF POWER POLE L132BH WITH TRANSFORMER,LIGHT AND REFERENCE EZ5334'TAG. EZ5334'RM 1, RM 2 AND AZ MARK FOUND IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6240 *********************************************************************** EZ6240 DESIGNATION - HOLLEMAN RM 1 EZ6240 PID - EZ6240 EZ6240 STATE/COUNTY- NC/WAKE EZ6240 USGS QUAD - FUQUAY-VARINA (1993) EZ6240 EZ6240 *CURRENT SURVEY CONTROL EZ6240 ___________________________________________________________________ EZ6240* NAD 83(1986)- 35 36 35.66217(N) 078 52 17.80832(W) ADJUSTED EZ6240* NAVD 88 - 137.30 (meters) 450.5 (feet) LEVELING EZ6240 ___________________________________________________________________ EZ6240 LAPLACE CORR- -5.40 (seconds) DEFLEC99 EZ6240 GEOID HEIGHT- -32.41 (meters) GEOID03 EZ6240 EZ6240 HORZ ORDER - SECOND EZ6240 VERT ORDER - THIRD ? EZ6240 EZ6240.The North Carolina HARNS have been completed but, EZ6240.due to contractual restrictions, coordinates for these stations EZ6240.will NOT be published in the near future. In the interim, the EZ6240.published coordinates in North Carolina will not be EZ6240.consistent with the Continuously Operating Reference Stations EZ6240.(CORS). The HARN coordinates for these stations are available EZ6240.upon request. Contact Gary Thompson(919-733-3836). EZ6240. EZ6240.In addition, the published North Carolina positions EZ6240.(NAD 83 (1986)) are NOT consistent with those determined in EZ6240.adjacent state readjustments. The discontinuity between stations EZ6240.located in North Carolina and those in adjacent states EZ6240.which have been adjusted to the HARN may be as much as 5 EZ6240.decimeters. This will result in a significant loss of accuracy EZ6240.over lines crossing such state borders. EZ6240 EZ6240 EZ6240.The horizontal coordinates were established by classical geodetic methods EZ6240.and adjusted by the National Geodetic Survey in August 2000. EZ6240 EZ6240.The orthometric height was determined by differential leveling. EZ6240.The vertical network tie was performed by a horz. field party for horz. EZ6240.obs reductions. Reset procedures were used to establish the elevation. EZ6240 EZ6240.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6240 EZ6240.The geoid height was determined by GEOID03. EZ6240 EZ6240; North East Units Scale Factor Converg. EZ6240;SPC NC - 206,328.638 621,232.509 MT 0.99989207 +0 04 26.8 EZ6240;SPC NC - 676,929.87 2,038,160.32 sFT 0.99989207 +0 04 26.8 EZ6240;UTM 17 - 3,942,768.198 692,781.078 MT 1.00005799 +1 14 22.8 EZ6240 EZ6240! - Elev Factor x Scale Factor = Combined Factor EZ6240!SPC NC - 0.99998354 x 0.99989207 = 0.99987561 EZ6240!UTM 17 - 0.99998354 x 1.00005799 = 1.00004153 EZ6240 EZ6240 SUPERSEDED SURVEY CONTROL EZ6240 EZ6240.No superseded survey control is available for this station. EZ6240 EZ6240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9278142768(NAD 83) EZ6240_MARKER: DR = REFERENCE MARK DISK EZ6240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6240_STAMPING: HOLLEMAN NO 1 1957 EZ6240_MARK LOGO: CGS EZ6240_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ6240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6240+STABILITY: SURFACE MOTION EZ6240 EZ6240 HISTORY - Date Condition Report By EZ6240 HISTORY - 1957 MONUMENTED CGS EZ6240 HISTORY - 20000710 GOOD NCGS EZ6240 EZ6240 STATION DESCRIPTION EZ6240 EZ6240'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL) EZ6240'STATION IS LOCATED ABOUT 3.6 MI (5.8 KM) SOUTHWEST OF HOLLY SPRINGS EZ6240'AND 4.4 MI (7.1 KM) WEST-NORTHWEST OF FUQUAY VARINA. EZ6240'ALONG SR 1115 (AVENT FERRY ROAD) FOR 1.8 MI (2.9 KM) SOUTHWEST FROM EZ6240'NC-55, IN HOLLY SPRINGS, TO SR 1116 (CASS HOLT ROAD) , THENCE SOUTH EZ6240'ALONG SR 1116 FOR 2.1 MI (3.4 KM) TO HOUSE NUMBER 6421 AND STATION IN EZ6240'YARD. OR 0.25 MI (0.40 KM) NORTHEAST OF SR 1127 (REX ROAD) . EZ6240'MARK IS ABOUT 6-FEET HIGHER THAN SR 1116 AND PROJECTS 2-INCHES. EZ6240'LOCATED 115.9 FT (35.3 M) SOUTHEAST OF THE CENTERLINE OF SR 1116, 15.3 EZ6240'FT (4.7 M) WEST-NORTHWEST OF NORRIS TOMBSTONE, 66.7 FT (20.3 M) EZ6240'NORTHEAST OF POWER POLE L623BH WITH TRANSFORMER AND YARD LIGHT, AND EZ6240'138.6 FT (42.2 M) SOUTHEAST OF HOLLEMAN RM 2. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6241 *********************************************************************** EZ6241 DESIGNATION - HOLLEMAN RM 2 EZ6241 PID - EZ6241 EZ6241 STATE/COUNTY- NC/WAKE EZ6241 USGS QUAD - FUQUAY-VARINA (1993) EZ6241 EZ6241 *CURRENT SURVEY CONTROL EZ6241 ___________________________________________________________________ EZ6241* NAD 83(1986)- 35 36 36.61900(N) 078 52 19.01065(W) ADJUSTED EZ6241* NAVD 88 - 136.32 (meters) 447.2 (feet) LEVELING EZ6241 ___________________________________________________________________ EZ6241 LAPLACE CORR- -5.40 (seconds) DEFLEC99 EZ6241 GEOID HEIGHT- -32.41 (meters) GEOID03 EZ6241 EZ6241 HORZ ORDER - SECOND EZ6241 VERT ORDER - THIRD ? EZ6241 EZ6241.The North Carolina HARNS have been completed but, EZ6241.due to contractual restrictions, coordinates for these stations EZ6241.will NOT be published in the near future. In the interim, the EZ6241.published coordinates in North Carolina will not be EZ6241.consistent with the Continuously Operating Reference Stations EZ6241.(CORS). The HARN coordinates for these stations are available EZ6241.upon request. Contact Gary Thompson(919-733-3836). EZ6241. EZ6241.In addition, the published North Carolina positions EZ6241.(NAD 83 (1986)) are NOT consistent with those determined in EZ6241.adjacent state readjustments. The discontinuity between stations EZ6241.located in North Carolina and those in adjacent states EZ6241.which have been adjusted to the HARN may be as much as 5 EZ6241.decimeters. This will result in a significant loss of accuracy EZ6241.over lines crossing such state borders. EZ6241 EZ6241 EZ6241.The horizontal coordinates were established by classical geodetic methods EZ6241.and adjusted by the National Geodetic Survey in August 2000. EZ6241 EZ6241.The orthometric height was determined by differential leveling. EZ6241.The vertical network tie was performed by a horz. field party for horz. EZ6241.obs reductions. Reset procedures were used to establish the elevation. EZ6241 EZ6241.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6241 EZ6241.The geoid height was determined by GEOID03. EZ6241 EZ6241; North East Units Scale Factor Converg. EZ6241;SPC NC - 206,358.085 621,202.213 MT 0.99989210 +0 04 26.1 EZ6241;SPC NC - 677,026.48 2,038,060.93 sFT 0.99989210 +0 04 26.1 EZ6241;UTM 17 - 3,942,797.027 692,750.185 MT 1.00005785 +1 14 22.1 EZ6241 EZ6241! - Elev Factor x Scale Factor = Combined Factor EZ6241!SPC NC - 0.99998369 x 0.99989210 = 0.99987579 EZ6241!UTM 17 - 0.99998369 x 1.00005785 = 1.00004154 EZ6241 EZ6241 SUPERSEDED SURVEY CONTROL EZ6241 EZ6241.No superseded survey control is available for this station. EZ6241 EZ6241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9275042797(NAD 83) EZ6241_MARKER: DR = REFERENCE MARK DISK EZ6241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6241_STAMPING: HOLLEMAN NO 2 1957 EZ6241_MARK LOGO: CGS EZ6241_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ6241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6241+STABILITY: SURFACE MOTION EZ6241 EZ6241 HISTORY - Date Condition Report By EZ6241 HISTORY - 1957 MONUMENTED CGS EZ6241 HISTORY - 20000710 GOOD NCGS EZ6241 EZ6241 STATION DESCRIPTION EZ6241 EZ6241'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL) EZ6241'STATION IS LOCATED ABOUT 3.6 MI (5.8 KM) SOUTHWEST OF HOLLY SPRINGS EZ6241'AND 4.5 MI (7.2 KM) WEST-NORTHWEST OF FUQUAY VARINA. EZ6241'ALONG SR 1115 (AVENT FERRY RD) FOR 1.8 MI (2.9 KM) SOUTHWEST FROM EZ6241'NC-55, IN HOLLY SPRINGS, TO SR 1116 (CASS HOLT RD) , THENCE SOUTH EZ6241'ALONG SR 1116 FOR 2.1 MI (3.4 KM) TO HOUSE NUMBER 6421 AND STATION EZ6241'ACROSS THE ROAD IN WOODED LOT. OR 0.25 MI (0.40 KM) NORTHEAST OF SR EZ6241'1127 (REX RD) . EZ6241'MARK IS ABOUT 3-FEET HIGHER THAN SR 1116 AND PROJECTS 4-INCHES. EZ6241'LOCATED 22.8 FT (6.9 M) NORTHWEST OF THE CENTERLINE OF SR 1116, 60.0 EZ6241'FT (18.3 M) WEST-SOUTHWEST OF THE SOUTHWEST END OF A DRIVEWAY CULVERT, EZ6241'138.6 FT (42.2 M) NORTHWEST OF HOLLEMAN RM 1 AND 7.6 FT (2.3 M) WEST EZ6241'OF A 9-INCH PINE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5219 *********************************************************************** EZ5219 DESIGNATION - HOLLIDAY EZ5219 PID - EZ5219 EZ5219 STATE/COUNTY- NC/WAKE EZ5219 USGS QUAD - BAYLEAF (1987) EZ5219 EZ5219 *CURRENT SURVEY CONTROL EZ5219 ___________________________________________________________________ EZ5219* NAD 83(1986)- 35 56 43.35769(N) 078 38 29.26097(W) ADJUSTED EZ5219* NAVD 88 - 129.7 (meters) 426. (feet) VERTCON EZ5219 ___________________________________________________________________ EZ5219 LAPLACE CORR- -6.99 (seconds) DEFLEC99 EZ5219 GEOID HEIGHT- -32.47 (meters) GEOID03 EZ5219 EZ5219 HORZ ORDER - SECOND EZ5219 EZ5219.The North Carolina HARNS have been completed but, EZ5219.due to contractual restrictions, coordinates for these stations EZ5219.will NOT be published in the near future. In the interim, the EZ5219.published coordinates in North Carolina will not be EZ5219.consistent with the Continuously Operating Reference Stations EZ5219.(CORS). The HARN coordinates for these stations are available EZ5219.upon request. Contact Gary Thompson(919-733-3836). EZ5219. EZ5219.In addition, the published North Carolina positions EZ5219.(NAD 83 (1986)) are NOT consistent with those determined in EZ5219.adjacent state readjustments. The discontinuity between stations EZ5219.located in North Carolina and those in adjacent states EZ5219.which have been adjusted to the HARN may be as much as 5 EZ5219.decimeters. This will result in a significant loss of accuracy EZ5219.over lines crossing such state borders. EZ5219 EZ5219 EZ5219.The horizontal coordinates were established by classical geodetic methods EZ5219.and adjusted by the National Geodetic Survey in July 1986. EZ5219 EZ5219.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5219 EZ5219.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5219 EZ5219.The geoid height was determined by GEOID03. EZ5219 EZ5219; North East Units Scale Factor Converg. EZ5219;SPC NC - 243,598.551 641,948.837 MT 0.99994575 +0 12 25.0 EZ5219;SPC NC - 799,206.25 2,106,127.14 sFT 0.99994575 +0 12 25.0 EZ5219;UTM 17 - 3,980,461.114 712,734.808 MT 1.00015768 +1 23 06.1 EZ5219 EZ5219! - Elev Factor x Scale Factor = Combined Factor EZ5219!SPC NC - 0.99998473 x 0.99994575 = 0.99993049 EZ5219!UTM 17 - 0.99998473 x 1.00015768 = 1.00014241 EZ5219 EZ5219: Primary Azimuth Mark Grid Az EZ5219:SPC NC - DON 054 59 35.0 EZ5219:UTM 17 - DON 053 48 53.9 EZ5219 EZ5219|---------------------------------------------------------------------| EZ5219| PID Reference Object Distance Geod. Az | EZ5219| dddmmss.s | EZ5219| EZ5220 DON 431.806 METERS 0551200.0 | EZ5219| EZ5218 NORWOOD 248.953 METERS 21536 | EZ5219|---------------------------------------------------------------------| EZ5219 EZ5219 SUPERSEDED SURVEY CONTROL EZ5219 EZ5219 NAD 27 - 35 56 42.82773(N) 078 38 30.25668(W) AD( ) 2 EZ5219 NGVD 29 (07/19/86) 130.0 (m) 427. (f) VERT ANG EZ5219 EZ5219.Superseded values are not recommended for survey control. EZ5219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5219.See file dsdata.txt to determine how the superseded data were derived. EZ5219 EZ5219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1273580461(NAD 83) EZ5219_MARKER: DE = TRAVERSE STATION DISK EZ5219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5219_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5219_STAMPING: HOLLIDAY 1970 EZ5219_MARK LOGO: NCGS EZ5219_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ5219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5219+STABILITY: SURFACE MOTION EZ5219 EZ5219 HISTORY - Date Condition Report By EZ5219 HISTORY - 1970 MONUMENTED NCGS EZ5219 HISTORY - 1987 GOOD USPSQD EZ5219 HISTORY - 19870501 GOOD NCGS EZ5219 EZ5219 STATION DESCRIPTION EZ5219 EZ5219'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ5219'HOLLIDAY IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ5219'THE VICINITY OF NORTHWEST WAKE COUNTY. EZ5219' EZ5219'HOLLIDAY IS LOCATED IN THE COMMUNITY OF BAYLEAF. TO REACH STATION EZ5219'PROCEED FROM THE INTERSECTION OF SR 2002 AND SR 1005 IN THE EZ5219'COMMUNITY OF BAYLEAF, GO SOUTH ON SR 1005 FOR APPROXIMATELY 200 FEET EZ5219'TO STATION ON RIGHT, IN FRONT OF GARAGE OWNED BY MR. HOLLIDAY, AND EZ5219'0.2 MILE NORTH OF INTERSECTION OF SR 1005 AND SR 1834. EZ5219' EZ5219'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED HOLLIDAY EZ5219'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EZ5219'FLUSH WITH THE SURFACE OF THE GROUND. EZ5219' EZ5219'MARK IS-- EZ5219'29.2 FEET NW OF C/L OF SR 2002. EZ5219'87.2 FEET WNW OF ALUMINUM REF. TAG ON PP NO. 178 ON E SIDE OF ROAD. EZ5219'161.8 FEET NNE OF ALUMINUM REF. TAG ON A POST MARKING CABLE NO. EZ5219'81. 68.4 FEET SSW OF SE CORNER OF SHED (MEASURED HORIZONTALLY). EZ5219'46.0 FEET SE OF S W CORNER OF SHED (MEASURED HORIZONTALLY). EZ5219'48.8 FEET NW OF LARGE PECAN TREE (MEASURED HORIZONTALLY). EZ5219 EZ5219 STATION RECOVERY (1987) EZ5219 EZ5219'RECOVERY NOTE BY US POWER SQUADRON 1987 (FBB) EZ5219'RECOVERED IN GOOD CONDITION. EZ5219 EZ5219 STATION RECOVERY (1987) EZ5219 EZ5219'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ5219'RECOVERED AS DESCRIBED. DESCRIPTION IS ADEQUATE EXCEPT FOR THE EZ5219'FOLLOWING CORRECTIONS. LOCATED 35.8 FT (10.9 M) EAST-NORTHEAST OF EZ5219'POWER POLE WITH REFERENCE TAG. DELETE REFERENCE TO POWER POLE (178). 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5321 *********************************************************************** EZ5321 DESIGNATION - HOLLY SPRINGS EZ5321 PID - EZ5321 EZ5321 STATE/COUNTY- NC/WAKE EZ5321 USGS QUAD - APEX (1993) EZ5321 EZ5321 *CURRENT SURVEY CONTROL EZ5321 ___________________________________________________________________ EZ5321* NAD 83(1986)- 35 39 05.06726(N) 078 49 57.34078(W) ADJUSTED EZ5321* NAVD 88 - 136.835 (meters) 448.93 (feet) ADJUSTED EZ5321 ___________________________________________________________________ EZ5321 LAPLACE CORR- -5.17 (seconds) DEFLEC99 EZ5321 GEOID HEIGHT- -32.46 (meters) GEOID03 EZ5321 DYNAMIC HT - 136.715 (meters) 448.54 (feet) COMP EZ5321 MODELED GRAV- 979,753.8 (mgal) NAVD 88 EZ5321 EZ5321 HORZ ORDER - SECOND EZ5321 VERT ORDER - SECOND CLASS II EZ5321 EZ5321.The North Carolina HARNS have been completed but, EZ5321.due to contractual restrictions, coordinates for these stations EZ5321.will NOT be published in the near future. In the interim, the EZ5321.published coordinates in North Carolina will not be EZ5321.consistent with the Continuously Operating Reference Stations EZ5321.(CORS). The HARN coordinates for these stations are available EZ5321.upon request. Contact Gary Thompson(919-733-3836). EZ5321. EZ5321.In addition, the published North Carolina positions EZ5321.(NAD 83 (1986)) are NOT consistent with those determined in EZ5321.adjacent state readjustments. The discontinuity between stations EZ5321.located in North Carolina and those in adjacent states EZ5321.which have been adjusted to the HARN may be as much as 5 EZ5321.decimeters. This will result in a significant loss of accuracy EZ5321.over lines crossing such state borders. EZ5321 EZ5321 EZ5321.The horizontal coordinates were established by classical geodetic methods EZ5321.and adjusted by the National Geodetic Survey in August 2000. EZ5321 EZ5321.The orthometric height was determined by differential leveling EZ5321.and adjusted by the National Geodetic Survey in December 2000. EZ5321.No vertical observational check was made to the station. EZ5321 EZ5321.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5321 EZ5321.The geoid height was determined by GEOID03. EZ5321 EZ5321.The dynamic height is computed by dividing the NAVD 88 EZ5321.geopotential number by the normal gravity value computed on the EZ5321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ5321.degrees latitude (g = 980.6199 gals.). EZ5321 EZ5321.The modeled gravity was interpolated from observed gravity values. EZ5321 EZ5321; North East Units Scale Factor Converg. EZ5321;SPC NC - 210,938.084 624,759.678 MT 0.99989685 +0 05 47.8 EZ5321;SPC NC - 692,052.70 2,049,732.38 sFT 0.99989685 +0 05 47.8 EZ5321;UTM 17 - 3,947,449.286 696,214.284 MT 1.00007445 +1 15 49.2 EZ5321 EZ5321! - Elev Factor x Scale Factor = Combined Factor EZ5321!SPC NC - 0.99998362 x 0.99989685 = 0.99988047 EZ5321!UTM 17 - 0.99998362 x 1.00007445 = 1.00005807 EZ5321 EZ5321: Primary Azimuth Mark Grid Az EZ5321:SPC NC - SUNSET 041 17 41.8 EZ5321:UTM 17 - SUNSET 040 07 40.4 EZ5321 EZ5321|---------------------------------------------------------------------| EZ5321| PID Reference Object Distance Geod. Az | EZ5321| dddmmss.s | EZ5321| EZ6243 HOLLY SPRINGS RM 1 28.019 METERS 02846 | EZ5321| EZ5326 SUNSET APPROX. 6.2 KM 0412329.6 | EZ5321| EZ5324 NC 9 26.804 METERS 18129 | EZ5321| EZ5329 FUQUAY SPRINGS ARMY RADAR TWR APPROX. 6.0 KM 1814732.1 | EZ5321| EZ6242 HOLLY SPRINGS AZ MK 1905141.3 | EZ5321|---------------------------------------------------------------------| EZ5321 EZ5321 SUPERSEDED SURVEY CONTROL EZ5321 EZ5321 NAD 83(1986)- 35 39 05.06537(N) 078 49 57.34178(W) AD( ) 3 EZ5321 NAD 27 - 35 39 04.51430(N) 078 49 58.30184(W) AD( ) 3 EZ5321 NAVD 88 (08/09/00) 136.84 (m) 448.9 (f) LEVELING 3 EZ5321 NGVD 29 (07/19/86) 137.10 (m) 449.8 (f) LEVELING 3 EZ5321 EZ5321.Superseded values are not recommended for survey control. EZ5321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5321.See file dsdata.txt to determine how the superseded data were derived. EZ5321 EZ5321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9621447449(NAD 83) EZ5321_MARKER: DS = TRIANGULATION STATION DISK EZ5321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5321_STAMPING: HOLLY SPRINGS 1957 EZ5321_MARK LOGO: CGS EZ5321_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ5321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5321+STABILITY: SURFACE MOTION EZ5321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5321+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2004 EZ5321 EZ5321 HISTORY - Date Condition Report By EZ5321 HISTORY - 1957 MONUMENTED CGS EZ5321 HISTORY - 1961 GOOD NCGS EZ5321 HISTORY - 1964 GOOD AMS EZ5321 HISTORY - 1967 GOOD NCGS EZ5321 HISTORY - 19950816 GOOD NCGS EZ5321 HISTORY - 20000621 GOOD NCGS EZ5321 HISTORY - 20040611 GOOD USPSQD EZ5321 EZ5321 STATION DESCRIPTION EZ5321 EZ5321'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE) EZ5321'STATION IS LOCATED IN THE SMALL VILLAGE OF HOLLY SPRINGS IN THE EZ5321'NORTHWEST ANGLE OF A T INTERSECTION AND ACROSS THE STREET TO THE EZ5321'NORTH OF THE HOLLY SPRINGS BAPTIST CHURCH. STATION IS 55 FEET EZ5321'NORTH OF THE CENTERLINE OF STREET AND 41 FEET WEST OF THE EZ5321'APPROXIMATE CENTER OF STREET. THE MARK IS FLUSH WITH THE GROUND EZ5321'AND THE DISK IS STAMPED HOLLY SPRINGS 1957. EZ5321' EZ5321'REFERENCE MARK NO. 1 IS 37 FEET SOUTH OF A UTILITY POLE AND 18 EZ5321'FEET WEST OF THE APPROXIMATE CENTER OF STREET. THE MARK PROJECTS EZ5321'ABOUT 4 INCHES AND THE DISK IS STAMPED HOLLY SPRINGS NO 1 1957. EZ5321' EZ5321'A TRAVERSE CONNECTION WAS MADE TO N C 9 WHICH WAS USED AS EZ5321'REFERENCE MARK NO. 2. THE MARK IS 33 FEET SOUTH OF THE CENTERLINE EZ5321'OF STREET, 22 FEET WEST OF THE APPROXIMATE CENTER OF STREET AND EZ5321'1.5 FEET WEST OF THE WEST EDGE OF SIDEWALK. THE MARK IS AN 8X8 EZ5321'CONCRETE POST FLUSH WITH THE GROUND AND THE DISK IS STAMPED N C EZ5321'9. EZ5321' EZ5321'AZIMUTH MARK IS 33 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY EZ5321'55, 5 FEET NORTH OF UTILITY POLE AND 2 FEET NORTH OF WITNESS EZ5321'POST. THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED EZ5321'HOLLY SPRINGS 1957. EZ5321' EZ5321'TO REACH STATION FROM THE TRAFFIC SIGNAL AT THE INTERSECTION OF EZ5321'STATE HIGHWAY 55 AND CROSS STREET IN HOLLY SPRINGS, GO EAST FOR EZ5321'ONE BLOCK TO STATION ON THE LEFT AS DESCRIBED. TO REACH AZIMUTH EZ5321'MARK FROM STATION GO SOUTH FOR 0.15 MILE TO THE JUNCTION OF STATE EZ5321'HIGHWAY 55. TURN LEFT ON STATE HIGHWAY 55 AND GO SOUTHERLY FOR EZ5321'0.15 MILE TO THE AZIMUTH MARK ON RIGHT OR WEST SIDE OF ROAD AS EZ5321'DESCRIBED. EZ5321' EZ5321'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. EZ5321 EZ5321 STATION RECOVERY (1961) EZ5321 EZ5321'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ5321'STATION, AZIMUTH MARK, REFERENCE MARK 1, AND TRAVERSE CONNECTION TO EZ5321'N.C. NO. 9 IN GOOD CONDITION. EZ5321 EZ5321 STATION RECOVERY (1964) EZ5321 EZ5321'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1964 EZ5321'STATION AND RM 1 HAVE BEEN RECOVERED IN GOOD CONDITION AS EZ5321'DESCRIBED. THE STATION MARK IS 145 FT. NORTH FROM BAPTIST CHURCH EZ5321'TO T INTERSECTION, 33 FT. WEST AND 45 FT. NORTH INTO PINE NURSERY. EZ5321 EZ5321 STATION RECOVERY (1967) EZ5321 EZ5321'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ5321'HOLLY SPRINGS 1957 GOOD EZ5321' EZ5321'RM 1 GOOD EZ5321' EZ5321'AZ. MARK GOOD. EXTENSION TO CHURCH BLOCKS LINE OF SIGHT TO STA. EZ5321' EZ5321'RECOVERED AS DESCRIBED EXCEPT SHOULD READ FROM THE INTERSECTION OF EZ5321'CENTER ST. WITH MAIN ST. (NC 55), GO EAST ON CENTER ST. FOR ONE EZ5321'BLOCK TO STATION, AS DESCRIBED. EZ5321' EZ5321'NOTE--THERE IS A SMALL NURSERY OF PINE TREES AROUND, RESTRICTING EZ5321'THE LINE OF SIGHT. EZ5321 EZ5321 STATION RECOVERY (1995) EZ5321 EZ5321'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL) EZ5321'RECOVERED AS DESCRIBED. MARK IS NOW RECESSED 2-INCHES. EZ5321 EZ5321 STATION RECOVERY (2000) EZ5321 EZ5321'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL) EZ5321'RECOVERED AS DESCRIBED. MARK IS NOW RECESSED 2-INCHES. EZ5321 EZ5321 STATION RECOVERY (2004) EZ5321 EZ5321'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN) EZ5321'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1013 *********************************************************************** EZ1013 DESIGNATION - HOME EZ1013 PID - EZ1013 EZ1013 STATE/COUNTY- NC/WAKE EZ1013 USGS QUAD - LAKE WHEELER (1993) EZ1013 EZ1013 *CURRENT SURVEY CONTROL EZ1013 ___________________________________________________________________ EZ1013* NAD 83(1986)- 35 41 00.81334(N) 078 41 08.35127(W) ADJUSTED EZ1013* NAVD 88 - 108.915 (meters) 357.33 (feet) ADJUSTED EZ1013 ___________________________________________________________________ EZ1013 LAPLACE CORR- -6.39 (seconds) DEFLEC99 EZ1013 GEOID HEIGHT- -32.91 (meters) GEOID03 EZ1013 DYNAMIC HT - 108.820 (meters) 357.02 (feet) COMP EZ1013 MODELED GRAV- 979,756.6 (mgal) NAVD 88 EZ1013 EZ1013 HORZ ORDER - SECOND EZ1013 VERT ORDER - SECOND CLASS 0 EZ1013 EZ1013.The North Carolina HARNS have been completed but, EZ1013.due to contractual restrictions, coordinates for these stations EZ1013.will NOT be published in the near future. In the interim, the EZ1013.published coordinates in North Carolina will not be EZ1013.consistent with the Continuously Operating Reference Stations EZ1013.(CORS). The HARN coordinates for these stations are available EZ1013.upon request. Contact Gary Thompson(919-733-3836). EZ1013. EZ1013.In addition, the published North Carolina positions EZ1013.(NAD 83 (1986)) are NOT consistent with those determined in EZ1013.adjacent state readjustments. The discontinuity between stations EZ1013.located in North Carolina and those in adjacent states EZ1013.which have been adjusted to the HARN may be as much as 5 EZ1013.decimeters. This will result in a significant loss of accuracy EZ1013.over lines crossing such state borders. EZ1013 EZ1013 EZ1013.The horizontal coordinates were established by classical geodetic methods EZ1013.and adjusted by the National Geodetic Survey in July 1986. EZ1013 EZ1013.The orthometric height was determined by differential leveling EZ1013.and adjusted by the National Geodetic Survey in June 1991. EZ1013 EZ1013.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1013 EZ1013.The geoid height was determined by GEOID03. EZ1013 EZ1013.The dynamic height is computed by dividing the NAVD 88 EZ1013.geopotential number by the normal gravity value computed on the EZ1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1013.degrees latitude (g = 980.6199 gals.). EZ1013 EZ1013.The modeled gravity was interpolated from observed gravity values. EZ1013 EZ1013; North East Units Scale Factor Converg. EZ1013;SPC NC - 214,537.312 638,053.822 MT 0.99990091 +0 10 53.2 EZ1013;SPC NC - 703,861.16 2,093,348.25 sFT 0.99990091 +0 10 53.2 EZ1013;UTM 17 - 3,951,319.569 709,435.049 MT 1.00014054 +1 21 01.7 EZ1013 EZ1013! - Elev Factor x Scale Factor = Combined Factor EZ1013!SPC NC - 0.99998807 x 0.99990091 = 0.99988898 EZ1013!UTM 17 - 0.99998807 x 1.00014054 = 1.00012861 EZ1013 EZ1013: Primary Azimuth Mark Grid Az EZ1013:SPC NC - ZELMA 187 16 49.3 EZ1013:UTM 17 - ZELMA 186 06 40.8 EZ1013 EZ1013|---------------------------------------------------------------------| EZ1013| PID Reference Object Distance Geod. Az | EZ1013| dddmmss.s | EZ1013| EZ1014 ZELMA APPROX. 0.6 KM 1872742.5 | EZ1013|---------------------------------------------------------------------| EZ1013 EZ1013 SUPERSEDED SURVEY CONTROL EZ1013 EZ1013 NAD 27 - 35 41 00.25759(N) 078 41 09.32580(W) AD( ) 2 EZ1013 NGVD 29 (??/??/92) 109.181 (m) 358.20 (f) ADJ UNCH 2 0 EZ1013 EZ1013.Superseded values are not recommended for survey control. EZ1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1013.See file dsdata.txt to determine how the superseded data were derived. EZ1013 EZ1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0943551320(NAD 83) EZ1013_MARKER: DE = TRAVERSE STATION DISK EZ1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1013_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1013_STAMPING: HOME 1967 EZ1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1013+STABILITY: SURFACE MOTION EZ1013 EZ1013 HISTORY - Date Condition Report By EZ1013 HISTORY - 1967 MONUMENTED NCGS EZ1013 HISTORY - 1973 GOOD NCGS EZ1013 HISTORY - 1973 GOOD NCGS EZ1013 EZ1013 STATION DESCRIPTION EZ1013 EZ1013'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1013'HOME IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ1013'THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ1013' EZ1013'HOME IS LOCATED APPROXIMATELY 7.2 MILES SOUTH OF RALEIGH. TO EZ1013'REACH STATION PROCEED FROM THE INTERSECTION OF SR 1010 AND EZ1013'U.S. 401. GO NORTH ON U.S. 401 FOR 1.6 MILES TO STATION, EZ1013'WHICH IS 0.5 MILE SOUTH OF BRIDGE OVER SWIFT CREEK IN WEST EZ1013'BANK OF U.S. 401 SOUTH BOUND LANE. IN EAST EDGE OF YARD FOR EZ1013'JOHNSON REST HOME, AND APPROXIMATELY 125 FT SOUTH OF EZ1013'JOHNSON AND DUNCAN AUTO SALES. EZ1013' EZ1013'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1013'HOME 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1013'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ1013' EZ1013'MARK IS EZ1013' EZ1013'41.3 FT W OF C/L OF U.S. 401 SOUTH BOUND LANE EZ1013' EZ1013'58.4 FT SSW OF S END OF METAL CULVERT AT SOUTH SIDE OF EZ1013'JOHNSON AND DUNCAN AUTO SALES EZ1013' EZ1013'30.7 FT SSE OF PP SERVICE POLE WITH ALUMINUM REF. TAG EZ1013' EZ1013'87.8 FT ESE OF 6 INCH MAPLE TREE WITH ALUMINUM REF. TAG EZ1013' EZ1013'44.8 FT NNW OF PP WITH TRANSFORMER AND ALUMINUM REF. TAG EZ1013 EZ1013 STATION RECOVERY (1973) EZ1013 EZ1013'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1013'4.8 MI WSW FROM GARNER. EZ1013'HOME IS LOCATED 7.2 MILES SSW OF CAPITOL SQUARE IN RALEIGH. EZ1013'TO REACH STATION FROM THE INTERSECTION OF SOUTH BOUND LANES OF EZ1013'U.S. 401-U.S. 70 AND NC 50 (JUST SW OF TRYON HILLS SHOPPING EZ1013'CENTER), PROCEED SOUTHERLY ALONG U.S. 401 FOR 03.90 MILES TO EZ1013'STATION ON THE RIGHT IN FRONT OF BLALOCKS REST HOME, (JUST NORTH EZ1013'OF MIDWAY BAPTIST CHURCH), 01.55 MILES NORTH OF SR 1010 (MC CULLERS EZ1013'CROSSROADS) APPROXIMATELY 225 FT NORTH OF INTERSECTION WITH EZ1013'SR 1446 LEADING TO MANOR RIDGE, 41.3 FT W OF C/L OF SOUTH BOUND EZ1013'LANE OF U.S. 401, 58.4 FT SW OF S END OF METAL CULVERT UNDER EZ1013'DRIVE TO BRICK HOUSE, 30.7 FT SSE OF SERVICE POLE WITH ALUMINUM EZ1013'REF. TAG AND TELEPHONE JUNCTION BOX, 44.8 FT NNW OF PP WITH EZ1013'TRANSFORMER AND ALUMINUM REF. TAG, AND 67.8 FT SE OF 10 IN POPLAR EZ1013'WITH ALUMINUM REF. TAG ON SOUTH SIDE DRIVE TO BRICK HOUSE. DISK EZ1013'IS SET IN CONCRETE CYLINDER FLUSH WITH THE SURFACE OF THE GROUND. EZ1013 EZ1013 STATION RECOVERY (1973) EZ1013 EZ1013'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1013'LOCATED 7.2 MILES SSW OF CAPITOL SQUARE IN RALEIGH. TO REACH STATION EZ1013'FROM THE INTERSECTION OF SOUTH BOUND LANES OF US 401-US 70 AND NC 50 EZ1013'(JUST SW OF TRYON HILLS SHOPPING CENTER), PROCEED SOUTHERLY ALONG US EZ1013'401 FOR 03.90 MILES TO STATION ON THE RIGHT IN FRONT OF BLALOCKS REST EZ1013'HOME, (JUST NORTH OF MIDWAY BAPTIST CHURCH), 01.55 MILES NORTH OF SR EZ1013'1010 (MCCULLERS CROSSROADS) APPROXIMATELY 225 FT. NORTH OF EZ1013'INTERSECTION WITH SR 1446 LEADING TO MANOR RIDGE. 41.3 FT. W OF C/L EZ1013'OF SOUTH BOUND LANE OF US 401, 58.4 FT. SW OF S END OF METAL CULVERT EZ1013'UNDER DRIVE TO BRICK HOUSE, 30.7 FT. SSE OF SERVICE POLE WITH ALUMINUM EZ1013'REF. TAG AND TELEPHONE JUNCTION BOX, 44.8 FT. NNW OF PP WITH EZ1013'TRANSFORMER AND ALUMINUM REF. TAG, AND 67.8 FT. SE OF 10 IN. POPLAR EZ1013'WITH ALUMINUM REF. TAG ON SOUTH SIDE DRIVE TO BRICK HOUSE. DISK IS EZ1013'SET IN CONCRETE CYLINDER FLUSH WITH THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2487 *********************************************************************** EZ2487 DESIGNATION - HONEYCUTT EZ2487 PID - EZ2487 EZ2487 STATE/COUNTY- NC/WAKE EZ2487 USGS QUAD - RALEIGH WEST (1988) EZ2487 EZ2487 *CURRENT SURVEY CONTROL EZ2487 ___________________________________________________________________ EZ2487* NAD 83(1986)- 35 46 48.57983(N) 078 37 42.87151(W) ADJUSTED EZ2487* NAVD 88 - 97.368 (meters) 319.45 (feet) ADJUSTED EZ2487 ___________________________________________________________________ EZ2487 LAPLACE CORR- -7.55 (seconds) DEFLEC99 EZ2487 GEOID HEIGHT- -32.96 (meters) GEOID03 EZ2487 DYNAMIC HT - 97.284 (meters) 319.17 (feet) COMP EZ2487 MODELED GRAV- 979,767.6 (mgal) NAVD 88 EZ2487 EZ2487 HORZ ORDER - SECOND EZ2487 VERT ORDER - SECOND CLASS II EZ2487 EZ2487.The North Carolina HARNS have been completed but, EZ2487.due to contractual restrictions, coordinates for these stations EZ2487.will NOT be published in the near future. In the interim, the EZ2487.published coordinates in North Carolina will not be EZ2487.consistent with the Continuously Operating Reference Stations EZ2487.(CORS). The HARN coordinates for these stations are available EZ2487.upon request. Contact Gary Thompson(919-733-3836). EZ2487. EZ2487.In addition, the published North Carolina positions EZ2487.(NAD 83 (1986)) are NOT consistent with those determined in EZ2487.adjacent state readjustments. The discontinuity between stations EZ2487.located in North Carolina and those in adjacent states EZ2487.which have been adjusted to the HARN may be as much as 5 EZ2487.decimeters. This will result in a significant loss of accuracy EZ2487.over lines crossing such state borders. EZ2487 EZ2487 EZ2487.The horizontal coordinates were established by classical geodetic methods EZ2487.and adjusted by the National Geodetic Survey in July 1986. EZ2487 EZ2487.The orthometric height was determined by differential leveling EZ2487.and adjusted by the National Geodetic Survey in June 1991. EZ2487 EZ2487.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2487 EZ2487.The geoid height was determined by GEOID03. EZ2487 EZ2487.The dynamic height is computed by dividing the NAVD 88 EZ2487.geopotential number by the normal gravity value computed on the EZ2487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2487.degrees latitude (g = 980.6199 gals.). EZ2487 EZ2487.The modeled gravity was interpolated from observed gravity values. EZ2487 EZ2487; North East Units Scale Factor Converg. EZ2487;SPC NC - 225,272.453 643,179.997 MT 0.99991502 +0 12 51.8 EZ2487;SPC NC - 739,081.37 2,110,166.37 sFT 0.99991502 +0 12 51.8 EZ2487;UTM 17 - 3,962,159.876 714,342.002 MT 1.00016616 +1 23 13.4 EZ2487 EZ2487! - Elev Factor x Scale Factor = Combined Factor EZ2487!SPC NC - 0.99998989 x 0.99991502 = 0.99990491 EZ2487!UTM 17 - 0.99998989 x 1.00016616 = 1.00015605 EZ2487 EZ2487|---------------------------------------------------------------------| EZ2487| PID Reference Object Distance Geod. Az | EZ2487| dddmmss.s | EZ2487| EZ2486 MARSHBURN 390.845 METERS 26846 | EZ2487|---------------------------------------------------------------------| EZ2487 EZ2487 SUPERSEDED SURVEY CONTROL EZ2487 EZ2487 NAD 27 - 35 46 48.03811(N) 078 37 43.85918(W) AD( ) 2 EZ2487 NGVD 29 (??/??/92) 97.651 (m) 320.38 (f) ADJ UNCH 2 2 EZ2487 EZ2487.Superseded values are not recommended for survey control. EZ2487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2487.See file dsdata.txt to determine how the superseded data were derived. EZ2487 EZ2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1434262160(NAD 83) EZ2487_MARKER: DE = TRAVERSE STATION DISK EZ2487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2487_SP_SET: CONCRETE POST EZ2487_STAMPING: HONEYCUTT 1967 EZ2487_MARK LOGO: NCGS EZ2487_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ2487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2487+STABILITY: SURFACE MOTION EZ2487 EZ2487 HISTORY - Date Condition Report By EZ2487 HISTORY - 1967 MONUMENTED NCGS EZ2487 HISTORY - 1976 GOOD NCGS EZ2487 HISTORY - 1983 GOOD USPSQD EZ2487 HISTORY - 1983 GOOD NCGS EZ2487 HISTORY - 1983 GOOD USPSQD EZ2487 HISTORY - 1983 GOOD NCGS EZ2487 HISTORY - 1987 GOOD USPSQD EZ2487 EZ2487 STATION DESCRIPTION EZ2487 EZ2487'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ2487'HONEYCUTT IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ2487'ESTABLISHED IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ2487' EZ2487'HONEYCUTT IS LOCATED APPROXIMATELY 0.5 MILE EAST OF RALEIGH EZ2487'CAPITOL SQUARE. TO REACH STATION PROCEED FROM CAPITOL SQUARE EZ2487'EAST ON NEW BERN AVE. 0.5 MILES TO STATION ON NORTH SIDE OF EZ2487'NEW BERN AVE., APPROXIMATELY 100 FT EAST OF INTERSECTION EZ2487'OF SWAIN ST. AND NEW BERN AVE. AT THE SOUTHEAST CORNER OF EZ2487'HONEYCUTT CLEANING BUILDING, AND BETWEEN CURB. EZ2487' EZ2487'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2487'HONEYCUTT 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ2487'OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ2487' EZ2487'MARK IS EZ2487' EZ2487'4.9 FT ENE OF PP WITH ALUMINUM REF. TAG EZ2487' EZ2487'70.0 FT E OF 18 INCH ELM WITH ALUMINUM REF. TAG EZ2487' EZ2487'27.5 FT N OF C/L OF NEW BERN AVE. EZ2487' EZ2487'20.3 FT SSE OF SE CORNER OF HONEYCUTT CLEANERS EZ2487' EZ2487'89.9 FT W OF PP WITH ALUMINUM REF. TAG EZ2487' EZ2487'1.0 FT S OF S EDGE OF SIDEWALK EZ2487 EZ2487 STATION RECOVERY (1976) EZ2487 EZ2487'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2487'IN RALEIGH. EZ2487'STATION IS LOCATED 0.5 MILE EAST OF CAPITOL SQUARE, IN THE NORTHEAST EZ2487'QUADRANT OF THE INTERSECTION OF NEW BERN AVE. AND SWAIN ST., NEAR THE EZ2487'SE CORNER OF HONEYCUTT CLEANING BUILDING AND BETWEEN SIDEWALK AND EZ2487'CURB. 27.5 FT. N OF CENTERLINE OF NEW BERN AVE., 130.3 FT. E OF EZ2487'CENTERLINE SWAIN ST., 1.0 FT. S OF SOUTH EDGE OF SIDEWALK, 20.3 FT. EZ2487'SSE OF SOUTHEAST CORNER OF HONEYCUTT CLEANERS, 4.9 FT. ENE OF POWER EZ2487'POLE WITH ALUMINUM REF. TAG, 70.0 FT. E OF AN 18 INCH ELM WITH EZ2487'ALUMINUM REF. TAG AND 89.9 FT. W OF POWER POLE WITH ALUMINUM REF. TAG. EZ2487'DISK IS SET IN CONCRETE CYLINDER, 1 INCH BELOW THE SURFACE OF THE EZ2487'GROUND. EZ2487 EZ2487 STATION RECOVERY (1983) EZ2487 EZ2487'RECOVERY NOTE BY US POWER SQUADRON 1983 (JGS) EZ2487'HONEYCUTT 1967 RECOVERED GOOD. EZ2487' EZ2487'REFERENCE TO 18 INCH ELM TREE WITH ALUMINUM REFERENCE TAG SHOULD EZ2487'BE OMMITTED, TREE HAS BEEN CUT DOWN, JUST STUMP REMAINS, REFERENCE EZ2487'TAG IS GONE. EZ2487 EZ2487 STATION RECOVERY (1983) EZ2487 EZ2487'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG) EZ2487'THE STATION WAS RECOVERED AT THIS DATE. EZ2487'THE STATION WAS FOUND IN GOOD CONDITION AS DESCRIBED. EZ2487' EZ2487'MARK IS 98.8 FEET WEST OF A POWER POLE WITH REFERENCE TAG. EZ2487 EZ2487 STATION RECOVERY (1983) EZ2487 EZ2487'RECOVERY NOTE BY US POWER SQUADRON 1983 EZ2487'REFERENCE TO 18' ELM TREE WITH ALUMINUM REFERENCE TAG SHOULD BE EZ2487'OMMITTED, TREE HAS BEEN CUT DOWN, JUST STUMP REMAINS, REFERENCE TAG EZ2487'IS GONE. EZ2487 EZ2487 STATION RECOVERY (1983) EZ2487 EZ2487'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 EZ2487'RECOVERED IN GOOD CONDITION EXCEPT ADD 98.8 FEET WEST OF A POWER MTH EZ2487'REFERENCE TAG.ARK IS 98.8 EZ2487 EZ2487 STATION RECOVERY (1987) EZ2487 EZ2487'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ2487'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6556 *********************************************************************** EZ6556 DESIGNATION - HONEYCUTTRO EZ6556 PID - EZ6556 EZ6556 STATE/COUNTY- NC/WAKE EZ6556 USGS QUAD - WAKE FOREST (1987) EZ6556 EZ6556 *CURRENT SURVEY CONTROL EZ6556 ___________________________________________________________________ EZ6556* NAD 83(1986)- 35 53 38.72667(N) 078 37 20.98328(W) ADJUSTED EZ6556* NAVD 88 - 138.3 (meters) 454. (feet) VERTCON EZ6556 ___________________________________________________________________ EZ6556 LAPLACE CORR- -7.23 (seconds) DEFLEC99 EZ6556 GEOID HEIGHT- -32.68 (meters) GEOID03 EZ6556 EZ6556 HORZ ORDER - SECOND EZ6556 EZ6556.The North Carolina HARNS have been completed but, EZ6556.due to contractual restrictions, coordinates for these stations EZ6556.will NOT be published in the near future. In the interim, the EZ6556.published coordinates in North Carolina will not be EZ6556.consistent with the Continuously Operating Reference Stations EZ6556.(CORS). The HARN coordinates for these stations are available EZ6556.upon request. Contact Gary Thompson(919-733-3836). EZ6556. EZ6556.In addition, the published North Carolina positions EZ6556.(NAD 83 (1986)) are NOT consistent with those determined in EZ6556.adjacent state readjustments. The discontinuity between stations EZ6556.located in North Carolina and those in adjacent states EZ6556.which have been adjusted to the HARN may be as much as 5 EZ6556.decimeters. This will result in a significant loss of accuracy EZ6556.over lines crossing such state borders. EZ6556 EZ6556 EZ6556.The horizontal coordinates were established by classical geodetic methods EZ6556.and adjusted by the National Geodetic Survey in December 1992. EZ6556 EZ6556.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6556 EZ6556.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6556 EZ6556.The geoid height was determined by GEOID03. EZ6556 EZ6556; North East Units Scale Factor Converg. EZ6556;SPC NC - 237,914.664 643,681.597 MT 0.99993532 +0 13 04.4 EZ6556;SPC NC - 780,558.36 2,111,812.04 sFT 0.99993532 +0 13 04.4 EZ6556;UTM 17 - 3,974,812.775 714,584.397 MT 1.00016742 +1 23 40.0 EZ6556 EZ6556! - Elev Factor x Scale Factor = Combined Factor EZ6556!SPC NC - 0.99998342 x 0.99993532 = 0.99991874 EZ6556!UTM 17 - 0.99998342 x 1.00016742 = 1.00015083 EZ6556 EZ6556 SUPERSEDED SURVEY CONTROL EZ6556 EZ6556 NGVD 29 (12/28/92) 138.6 (m) 455. (f) VERT ANG EZ6556 EZ6556.Superseded values are not recommended for survey control. EZ6556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6556.See file dsdata.txt to determine how the superseded data were derived. EZ6556 EZ6556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1458474813(NAD 83) EZ6556_MARKER: DH = HORIZONTAL CONTROL DISK EZ6556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6556_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6556_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6556+STABILITY: SURFACE MOTION EZ6556 EZ6556 HISTORY - Date Condition Report By EZ6556 HISTORY - 1985 MONUMENTED NCGS EZ6556 EZ6556 STATION DESCRIPTION EZ6556 EZ6556'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ6556'THE STATION IS LOCATED ABOUT 4.3 KM (2.7 MI) NORTH OF MILLBROOK. EZ6556' EZ6556'ALONG FALLS OF NEUSE ROAD (SR 2000), 0.5 KM (0.3 MI) EAST FROM THE EZ6556'STRICKLAND ROAD (SR 1829) INTERSECTION, AT THE HONEYCUTT ROAD EZ6556'INTERSECTION, IN THE SOUTHEAST YARD OF A LOG CABIN. EZ6556' EZ6556'THE STATION IS A STANDARD NCGS DISK STAMPED---HONEYCUTTRO 1985---, EZ6556'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6556'25 CM IN DIAMETER RECESSED 2 CM IN DIAMETER. LOCATED EZ6556'21.7 METERS (71.3 FT) NORTH OF THE CENTERLINE OF SR 2000, EZ6556'7.6 METERS (24.9 FT) EAST OF THE CENTERLINE OF SR 2005 (HONEYCUTT EZ6556'ROAD), EZ6556'23.7 METERS (77.6 FT) NORTHEAST OF THE CENTERLINE INTERSECTION OF EZ6556'THE ROADS (FROM PK NAIL), EZ6556'25.9 METERS (84.9 FT) NORTHWEST OF THE SOUTH END OF A DRIVEWAY EZ6556'CULVERT TO THE CABIN, EZ6556'14.5 METERS (47.5 FT) EAST OF A TELEPHONE PEDESTAL--AND EZ6556'15.8 METERS (51.9 FT) WEST OF A 16-INCH WHITE OAK, AND EZ6556'19.0 METERS (62.3 FT) SOUTH OF A 10-INCH OAK--BOTH WITH REFERENCE EZ6556'TAGS. EZ6556' EZ6556'MARK IS 2 FT ABOVE THE INTERSECTION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2498 *********************************************************************** EZ2498 DESIGNATION - HOPE EZ2498 PID - EZ2498 EZ2498 STATE/COUNTY- NC/WAKE EZ2498 USGS QUAD - RALEIGH EAST (1993) EZ2498 EZ2498 *CURRENT SURVEY CONTROL EZ2498 ___________________________________________________________________ EZ2498* NAD 83(1986)- 35 47 39.91646(N) 078 32 51.84323(W) ADJUSTED EZ2498* NAVD 88 - 80.443 (meters) 263.92 (feet) ADJUSTED EZ2498 ___________________________________________________________________ EZ2498 LAPLACE CORR- -7.59 (seconds) DEFLEC99 EZ2498 GEOID HEIGHT- -33.30 (meters) GEOID03 EZ2498 DYNAMIC HT - 80.373 (meters) 263.69 (feet) COMP EZ2498 MODELED GRAV- 979,758.2 (mgal) NAVD 88 EZ2498 EZ2498 HORZ ORDER - SECOND EZ2498 VERT ORDER - SECOND CLASS II EZ2498 EZ2498.The North Carolina HARNS have been completed but, EZ2498.due to contractual restrictions, coordinates for these stations EZ2498.will NOT be published in the near future. In the interim, the EZ2498.published coordinates in North Carolina will not be EZ2498.consistent with the Continuously Operating Reference Stations EZ2498.(CORS). The HARN coordinates for these stations are available EZ2498.upon request. Contact Gary Thompson(919-733-3836). EZ2498. EZ2498.In addition, the published North Carolina positions EZ2498.(NAD 83 (1986)) are NOT consistent with those determined in EZ2498.adjacent state readjustments. The discontinuity between stations EZ2498.located in North Carolina and those in adjacent states EZ2498.which have been adjusted to the HARN may be as much as 5 EZ2498.decimeters. This will result in a significant loss of accuracy EZ2498.over lines crossing such state borders. EZ2498 EZ2498 EZ2498.The horizontal coordinates were established by classical geodetic methods EZ2498.and adjusted by the National Geodetic Survey in July 1986. EZ2498 EZ2498.The orthometric height was determined by differential leveling EZ2498.and adjusted by the National Geodetic Survey in June 1991. EZ2498 EZ2498.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2498 EZ2498.The geoid height was determined by GEOID03. EZ2498 EZ2498.The dynamic height is computed by dividing the NAVD 88 EZ2498.geopotential number by the normal gravity value computed on the EZ2498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2498.degrees latitude (g = 980.6199 gals.). EZ2498 EZ2498.The modeled gravity was interpolated from observed gravity values. EZ2498 EZ2498; North East Units Scale Factor Converg. EZ2498;SPC NC - 226,884.863 650,481.221 MT 0.99991734 +0 15 39.7 EZ2498;SPC NC - 744,371.42 2,134,120.47 sFT 0.99991734 +0 15 39.7 EZ2498;UTM 17 - 3,963,921.920 721,610.637 MT 1.00020521 +1 26 05.5 EZ2498 EZ2498! - Elev Factor x Scale Factor = Combined Factor EZ2498!SPC NC - 0.99999260 x 0.99991734 = 0.99990994 EZ2498!UTM 17 - 0.99999260 x 1.00020521 = 1.00019781 EZ2498 EZ2498: Primary Azimuth Mark Grid Az EZ2498:SPC NC - AMSBURY 293 29 37.6 EZ2498:UTM 17 - AMSBURY 292 19 11.8 EZ2498 EZ2498|---------------------------------------------------------------------| EZ2498| PID Reference Object Distance Geod. Az | EZ2498| dddmmss.s | EZ2498| EZ2496 AMSBURY APPROX. 1.1 KM 2934517.3 | EZ2498|---------------------------------------------------------------------| EZ2498 EZ2498 SUPERSEDED SURVEY CONTROL EZ2498 EZ2498 NAD 27 - 35 47 39.38205(N) 078 32 52.82964(W) AD( ) 2 EZ2498 NGVD 29 (??/??/92) 80.722 (m) 264.84 (f) ADJ UNCH 2 2 EZ2498 EZ2498.Superseded values are not recommended for survey control. EZ2498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2498.See file dsdata.txt to determine how the superseded data were derived. EZ2498 EZ2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2161163922(NAD 83) EZ2498_MARKER: DE = TRAVERSE STATION DISK EZ2498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2498_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2498_STAMPING: HOPE 1965 EZ2498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2498+STABILITY: SURFACE MOTION EZ2498 EZ2498 HISTORY - Date Condition Report By EZ2498 HISTORY - 1965 MONUMENTED NCGS EZ2498 HISTORY - 1976 GOOD NCGS EZ2498 EZ2498 STATION DESCRIPTION EZ2498 EZ2498'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ2498'HOPE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2498'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ2498' EZ2498'HOPE IS 5.25 MILES ENE OF RALEIGH AND 3.8 MILES W OF EZ2498'KNIGHTDALE. LOCATED 2.1 MILES E ALONG U.S. 64 FROM BRIDGE EZ2498'OVER BELTLINE (BYPASS). TO REACH THE STATION FROM THE BRIDGE EZ2498'OVER THE NEUSE RIVER, GO W ON U.S. 64 FOR 0.6 MILES TO SR EZ2498'2517. TURN RIGHT (N) ON SR 2517 FOR 0.05 MILES TO OLD EZ2498'U.S. 64. TURN RIGHT (E) ON OLD 64 AND GO 0.05 MILES TO EZ2498'STATION ON RIGHT ON TOP OF DITCH BANK. EZ2498' EZ2498'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2498'HOPE 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2498'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2498' EZ2498'MARK IS EZ2498' EZ2498'48.1 FT S OF C/L OF OLD U.S. 64 EZ2498' EZ2498'36.5 FT S OF YELLOW ARROW ON OLD U.S. 64 EZ2498' EZ2498'62.0 FT W OF TP WITH ALUMINUM REF. TAG EZ2498' EZ2498'59.6 FT W OF BRACE POLE WITH ALUMINUM REF. TAG EZ2498' EZ2498'48.7 FT NE OF 4 INCH PINE WITH ALUMINUM REF. TAG EZ2498' EZ2498'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ2498 EZ2498 STATION RECOVERY (1976) EZ2498 EZ2498'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2498'5.2 MI E FROM RALEIGH. EZ2498'TO REACH STATION FROM THE NEW BERN AVE. OVERPASS OF THE BELTLINE, EZ2498'PROCEED EAST ALONG US 64 (NEW BERN AVE.) FOR 2.1 MILES TO SR 2517 EZ2498'CROSSROAD, TURN LEFT AND CONTINUE NORTH FOR ABOUT 300 FEET TO A T EZ2498'INTERSECTION, THENCE TURN RIGHT ALONG OLD ROAD FOR APPROXIMATELY 350 EZ2498'FEET TO STATION ON RIGHT ON TOP OF BANK, 0.5 MILE WEST OF THE NEUSE EZ2498'RIVER BRIDGE. 48.1 FT. SSW OF CENTERLINE OF OLD US 64, 62.2 FT. W OF EZ2498'TP WITH ALUMINUM REF. TAG, 59.6 FT. WNW OF TP BRACE POLE WITH ALUMINUM EZ2498'REF. TAG, 20.8 FT. ESE OF 5 INCH CEDAR, 24.0 FT. NNE OF 6 INCH PINE EZ2498'WITH ALUMINUM REF. TAG AND 48.7 FT. E OF 8 INCH PINE WITH ALUMINUM EZ2498'REF. TAG. DISK IS SET IN CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF EZ2498'THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2391 *********************************************************************** EZ2391 DESIGNATION - HOPKINS EZ2391 PID - EZ2391 EZ2391 STATE/COUNTY- NC/WAKE EZ2391 USGS QUAD - ZEBULON (1981) EZ2391 EZ2391 *CURRENT SURVEY CONTROL EZ2391 ___________________________________________________________________ EZ2391* NAD 83(1986)- 35 51 41.64461(N) 078 20 36.72232(W) ADJUSTED EZ2391* NAVD 88 - 108.570 (meters) 356.20 (feet) ADJUSTED EZ2391 ___________________________________________________________________ EZ2391 LAPLACE CORR- -4.94 (seconds) DEFLEC99 EZ2391 GEOID HEIGHT- -33.89 (meters) GEOID03 EZ2391 DYNAMIC HT - 108.474 (meters) 355.89 (feet) COMP EZ2391 MODELED GRAV- 979,753.6 (mgal) NAVD 88 EZ2391 EZ2391 HORZ ORDER - SECOND EZ2391 VERT ORDER - SECOND CLASS II EZ2391 EZ2391.The North Carolina HARNS have been completed but, EZ2391.due to contractual restrictions, coordinates for these stations EZ2391.will NOT be published in the near future. In the interim, the EZ2391.published coordinates in North Carolina will not be EZ2391.consistent with the Continuously Operating Reference Stations EZ2391.(CORS). The HARN coordinates for these stations are available EZ2391.upon request. Contact Gary Thompson(919-733-3836). EZ2391. EZ2391.In addition, the published North Carolina positions EZ2391.(NAD 83 (1986)) are NOT consistent with those determined in EZ2391.adjacent state readjustments. The discontinuity between stations EZ2391.located in North Carolina and those in adjacent states EZ2391.which have been adjusted to the HARN may be as much as 5 EZ2391.decimeters. This will result in a significant loss of accuracy EZ2391.over lines crossing such state borders. EZ2391 EZ2391 EZ2391.The horizontal coordinates were established by classical geodetic methods EZ2391.and adjusted by the National Geodetic Survey in July 1986. EZ2391 EZ2391.The orthometric height was determined by differential leveling EZ2391.and adjusted by the National Geodetic Survey in June 1991. EZ2391 EZ2391.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2391 EZ2391.The geoid height was determined by GEOID03. EZ2391 EZ2391.The dynamic height is computed by dividing the NAVD 88 EZ2391.geopotential number by the normal gravity value computed on the EZ2391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2391.degrees latitude (g = 980.6199 gals.). EZ2391 EZ2391.The modeled gravity was interpolated from observed gravity values. EZ2391 EZ2391; North East Units Scale Factor Converg. EZ2391;SPC NC - 234,437.520 668,889.254 MT 0.99992912 +0 22 44.0 EZ2391;SPC NC - 769,150.43 2,194,514.16 sFT 0.99992912 +0 22 44.0 EZ2391;UTM 17 - 3,971,853.404 739,865.879 MT 1.00030903 +1 33 25.1 EZ2391 EZ2391! - Elev Factor x Scale Factor = Combined Factor EZ2391!SPC NC - 0.99998828 x 0.99992912 = 0.99991740 EZ2391!UTM 17 - 0.99998828 x 1.00030903 = 1.00029731 EZ2391 EZ2391 SUPERSEDED SURVEY CONTROL EZ2391 EZ2391 NAD 27 - 35 51 41.09052(N) 078 20 37.72503(W) AD( ) 2 EZ2391 NGVD 29 (??/??/92) 108.851 (m) 357.12 (f) ADJ UNCH 2 2 EZ2391 EZ2391.Superseded values are not recommended for survey control. EZ2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2391.See file dsdata.txt to determine how the superseded data were derived. EZ2391 EZ2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3986671853(NAD 83) EZ2391_MARKER: DE = TRAVERSE STATION DISK EZ2391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2391_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2391_STAMPING: HOPKINS 1969 EZ2391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2391+STABILITY: SURFACE MOTION EZ2391_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ2391+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2004 EZ2391 EZ2391 HISTORY - Date Condition Report By EZ2391 HISTORY - 1969 MONUMENTED NCGS EZ2391 HISTORY - 1976 GOOD NCGS EZ2391 HISTORY - 20041130 GOOD USPSQD EZ2391 EZ2391 STATION DESCRIPTION EZ2391 EZ2391'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ2391'HOPKINS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ2391'THE VICINITY OF ZEBULON, NORTH CAROLINA. EZ2391' EZ2391'HOPKINS IS LOCATED APPROXIMATELY 3.1 MILES NORTHWEST OF EZ2391'ZEBULON. TO REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 64 EZ2391'AND NC 96 IN ZEBULON, GO NORTHWEST ON NC 96 FOR 2.6 MILES TO T EZ2391'INTERSECTION OF NC 96 AND SR 2333 GOING WEST, CONTINUE NORTHWEST EZ2391'ON NC 96 FOR 0.5 MILE TO STATION WHICH IS ON THE NORTH SIDE OF EZ2391'ROAD, BETWEEN NC 96 AND OLD CEMETERY, AND AT THE INTERSECTION OF EZ2391'NC 96 AND SR 2336. EZ2391' EZ2391'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2391'HOPKINS 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2391'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ2391' EZ2391'MARK IS EZ2391' EZ2391'48.1 FT E OF C/L OF NC 96 EZ2391' EZ2391'36.8 FT S OF C/L OF SR 2336 EZ2391' EZ2391'48.5 FT W OF 6 INCH RED OAK, WITH ALUMINUM REF. TAG EZ2391' EZ2391'53.8 FT NW OF 14 INCH PINE TREE, WITH ALUMINUM REF. TAG EZ2391 EZ2391 STATION RECOVERY (1976) EZ2391 EZ2391'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2391'3.0 MI NNW FROM ZEBULON. EZ2391'TO REACH STATION FROM THE NC 96 OVERPASS OF US 64 BYPASS AT NORTH EDGE EZ2391'OF ZEBULON, PROCEED NORTHWEST ALONG NC 96 FOR 2.3 MILES TO STATION ON EZ2391'RIGHT, BETWEEN HIGHWAY AND AN OLD CEMETERY, 0.3 MILE NW OF UNION EZ2391'CHAPEL BAPTIST CHURCH. 48.1 FT. E OF CENTERLINE OF NC 96, 36.8 FT. S EZ2391'OF CENTERLINE OF SR 2336, 49.1 FT. W OF 6 INCH RED OAK WITH ALUMINUM EZ2391'REF. TAG AND 52.5 FT. NW OF 14 INCH PINE WITH ALUMINUM REF. TAG. DISK EZ2391'IS SET IN CONCRETE CYLINDER, 6 INCHES BELOW THE SURFACE OF THE GROUND. EZ2391 EZ2391 STATION RECOVERY (2004) EZ2391 EZ2391'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ2391'RECOVERED AS DESCRIBED, REFERENCE TAGS REMOVED 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7291 *********************************************************************** AE7291 DESIGNATION - HORSE AE7291 PID - AE7291 AE7291 STATE/COUNTY- NC/WAKE AE7291 USGS QUAD - WAKE FOREST (1987) AE7291 AE7291 *CURRENT SURVEY CONTROL AE7291 ___________________________________________________________________ AE7291* NAD 83(1986)- 35 58 39.86021(N) 078 34 38.96692(W) ADJUSTED AE7291* NAVD 88 - 92.7 (meters) 304. (feet) VERTCON AE7291 ___________________________________________________________________ AE7291 LAPLACE CORR- -6.80 (seconds) DEFLEC99 AE7291 GEOID HEIGHT- -32.64 (meters) GEOID03 AE7291 AE7291 HORZ ORDER - SECOND AE7291 AE7291.The North Carolina HARNS have been completed but, AE7291.due to contractual restrictions, coordinates for these stations AE7291.will NOT be published in the near future. In the interim, the AE7291.published coordinates in North Carolina will not be AE7291.consistent with the Continuously Operating Reference Stations AE7291.(CORS). The HARN coordinates for these stations are available AE7291.upon request. Contact Gary Thompson(919-733-3836). AE7291. AE7291.In addition, the published North Carolina positions AE7291.(NAD 83 (1986)) are NOT consistent with those determined in AE7291.adjacent state readjustments. The discontinuity between stations AE7291.located in North Carolina and those in adjacent states AE7291.which have been adjusted to the HARN may be as much as 5 AE7291.decimeters. This will result in a significant loss of accuracy AE7291.over lines crossing such state borders. AE7291 AE7291 AE7291.The horizontal coordinates were established by classical geodetic methods AE7291.and adjusted by the National Geodetic Survey in March 1998. AE7291 AE7291.The NAVD 88 height was computed by applying the VERTCON shift value to AE7291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7291 AE7291.The Laplace correction was computed from DEFLEC99 derived deflections. AE7291 AE7291.The geoid height was determined by GEOID03. AE7291 AE7291; North East Units Scale Factor Converg. AE7291;SPC NC - 247,211.852 647,704.994 MT 0.99995275 +0 14 37.9 AE7291;SPC NC - 811,060.88 2,125,012.13 sFT 0.99995275 +0 14 37.9 AE7291;UTM 17 - 3,984,192.919 718,416.671 MT 1.00018786 +1 25 25.4 AE7291 AE7291! - Elev Factor x Scale Factor = Combined Factor AE7291!SPC NC - 0.99999057 x 0.99995275 = 0.99994332 AE7291!UTM 17 - 0.99999057 x 1.00018786 = 1.00017843 AE7291 AE7291 SUPERSEDED SURVEY CONTROL AE7291 AE7291 NGVD 29 (03/10/98) 93.0 (m) 305. (f) VERT ANG AE7291 AE7291.Superseded values are not recommended for survey control. AE7291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7291.See file dsdata.txt to determine how the superseded data were derived. AE7291 AE7291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1841784193(NAD 83) AE7291_MARKER: DE = TRAVERSE STATION DISK AE7291_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. AE7291_SP_SET: CONCRETE TRAFFIC ISLAND AE7291_STAMPING: HORSE 1985 AE7291_MARK LOGO: NCGS AE7291_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AE7291 AE7291 HISTORY - Date Condition Report By AE7291 HISTORY - 1985 MONUMENTED NCGS AE7291 AE7291 STATION DESCRIPTION AE7291 AE7291'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) AE7291'STATION IS LOCATED ABOUT 6.1 KM (3.80 MI) WEST OF WAKE FOREST. ALONG AE7291'NC 98 FOR 3.6 KM (2.25 MI) WEST FROM THE US 1 OVERPASS, AT SR 1922 AE7291'(CAMP KANATA ROAD), IN THE SOUTH END OF THE CONCRETE TRAFFIC ISLAND. AE7291'LOCATED 9.1 M (29.9 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 21.6 M AE7291'(70.9 FT) EAST OF THE WEST END OF ROAD CULVERT, 39.7 M (130.2 FT) WEST AE7291'OF A METAL STORM DRAIN, AND 21.3 M (69.9 FT) SOUTH OF THE NORTH END OF AE7291'TRAFFIC ISLAND. MARK IS ABOUT LEVEL WITH THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6557 *********************************************************************** EZ6557 DESIGNATION - HORSES EZ6557 PID - EZ6557 EZ6557 STATE/COUNTY- NC/WAKE EZ6557 USGS QUAD - RALEIGH WEST (1988) EZ6557 EZ6557 *CURRENT SURVEY CONTROL EZ6557 ___________________________________________________________________ EZ6557* NAD 83(1986)- 35 47 47.16102(N) 078 43 04.30800(W) ADJUSTED EZ6557* NAVD 88 - 136.7 (meters) 448. (feet) VERTCON EZ6557 ___________________________________________________________________ EZ6557 LAPLACE CORR- -7.00 (seconds) DEFLEC99 EZ6557 GEOID HEIGHT- -32.54 (meters) GEOID03 EZ6557 EZ6557 HORZ ORDER - SECOND EZ6557 EZ6557.The North Carolina HARNS have been completed but, EZ6557.due to contractual restrictions, coordinates for these stations EZ6557.will NOT be published in the near future. In the interim, the EZ6557.published coordinates in North Carolina will not be EZ6557.consistent with the Continuously Operating Reference Stations EZ6557.(CORS). The HARN coordinates for these stations are available EZ6557.upon request. Contact Gary Thompson(919-733-3836). EZ6557. EZ6557.In addition, the published North Carolina positions EZ6557.(NAD 83 (1986)) are NOT consistent with those determined in EZ6557.adjacent state readjustments. The discontinuity between stations EZ6557.located in North Carolina and those in adjacent states EZ6557.which have been adjusted to the HARN may be as much as 5 EZ6557.decimeters. This will result in a significant loss of accuracy EZ6557.over lines crossing such state borders. EZ6557 EZ6557 EZ6557.The horizontal coordinates were established by classical geodetic methods EZ6557.and adjusted by the National Geodetic Survey in December 1992. EZ6557 EZ6557.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6557 EZ6557.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6557 EZ6557.The geoid height was determined by GEOID03. EZ6557 EZ6557; North East Units Scale Factor Converg. EZ6557;SPC NC - 227,051.245 635,102.784 MT 0.99991767 +0 09 46.2 EZ6557;SPC NC - 744,917.29 2,083,666.38 sFT 0.99991767 +0 09 46.2 EZ6557;UTM 17 - 3,963,773.374 706,228.224 MT 1.00012410 +1 20 07.1 EZ6557 EZ6557! - Elev Factor x Scale Factor = Combined Factor EZ6557!SPC NC - 0.99998365 x 0.99991767 = 0.99990133 EZ6557!UTM 17 - 0.99998365 x 1.00012410 = 1.00010775 EZ6557 EZ6557 SUPERSEDED SURVEY CONTROL EZ6557 EZ6557 NGVD 29 (12/28/92) 136.9 (m) 449. (f) VERT ANG EZ6557 EZ6557.Superseded values are not recommended for survey control. EZ6557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6557.See file dsdata.txt to determine how the superseded data were derived. EZ6557 EZ6557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0622863773(NAD 83) EZ6557_MARKER: DE = TRAVERSE STATION DISK EZ6557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6557_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6557_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ6557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6557+STABILITY: SURFACE MOTION EZ6557_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ6557+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2005 EZ6557 EZ6557 HISTORY - Date Condition Report By EZ6557 HISTORY - 1983 MONUMENTED NCGS EZ6557 HISTORY - 20050129 GOOD USPSQD EZ6557 EZ6557 STATION DESCRIPTION EZ6557 EZ6557'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (CEH) EZ6557'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI) EZ6557'WEST-NORTHWEST OF RALEIGH, ON THE WEST SIDE OF THE N.C. STATE EZ6557'FAIRGROUNDS. EZ6557' EZ6557'TO REACH THE STATION FROM THE BLUE RIDGE ROAD (SR 1664) OVERPASS OF EZ6557'THE WADE AVENUE EXTENSION, PROCEED SOUTH ALONG SR 1664 FOR 0.6 KM EZ6557'MI) TO TRINITY ROAD (SR 1656), THENCE 0.9 KM (0.55 MI) WEST ALONG EZ6557'TRINITY ROAD TO YOUTH CENTER DRIVE (SR 1658), THENCE 0.3 KM (0.2 EZ6557'MI) SOUTH ALONG YOUTH CENTER DRIVE TO CURVE AND STATION ON RIGHT, EZ6557'APPROXIMATELY 300 FEET SOUTH-SOUTHEAST OF THE STATE HORSE ARENA. EZ6557' EZ6557'THE STATION IS A STANDARD NCGS DISK EZ6557'STAMPED---HORSES 1983---, EZ6557'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6557'25 CM IN DIAMETER RECESSED 3 CM BELOW GROUND. LOCATED EZ6557'16.40 METERS (53.8 FT) WEST-NORTHWEST FROM THE CENTERLINE OF SR EZ6557'1658, EZ6557'4.02 METERS (13.2 FT) NORTH FROM A 14 INCH OAK WITH REFERENCE TAG, EZ6557'5.97 METERS (19.6 FT) SOUTH-SOUTHWEST FROM A 18 INCH OAK WITH EZ6557'REFERENCE TAG, EZ6557'14.33 METERS (47.0 FT) SOUTHWEST FROM A POWER POLE WITH TWO LIGHTS EZ6557'AND REFERENCE TAG, EZ6557'21.34 METERS (70.0 FT) SOUTH FROM A SEWER MAN HOLE COVER. EZ6557' EZ6557'STATION MARK IS 2 FEET BELOW THE LEVEL OF THE ROAD. EZ6557 EZ6557 STATION RECOVERY (2005) EZ6557 EZ6557'RECOVERY NOTE BY US POWER SQUADRON 2005 (BD) EZ6557'14 INCH OAK TREE MENTIONED IN DESCRIPTION IS MISSING. EZ6557' EZ6557'POWER POLE WITH TWO LIGHTS NOW HAS ONLY ONE LIGHT. MARKER IS JUST EZ6557'OUTSIDE THE REAR GATE TO HORSE COMPLEX 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5338 *********************************************************************** EZ5338 DESIGNATION - HORTON EZ5338 PID - EZ5338 EZ5338 STATE/COUNTY- NC/WAKE EZ5338 USGS QUAD - FUQUAY-VARINA (1993) EZ5338 EZ5338 *CURRENT SURVEY CONTROL EZ5338 ___________________________________________________________________ EZ5338* NAD 83(1986)- 35 34 15.62775(N) 078 45 20.76307(W) ADJUSTED EZ5338* NAVD 88 - 116.2 (meters) 381. (feet) VERTCON EZ5338 ___________________________________________________________________ EZ5338 LAPLACE CORR- -4.69 (seconds) DEFLEC99 EZ5338 GEOID HEIGHT- -32.85 (meters) GEOID03 EZ5338 EZ5338 HORZ ORDER - SECOND EZ5338 EZ5338.The North Carolina HARNS have been completed but, EZ5338.due to contractual restrictions, coordinates for these stations EZ5338.will NOT be published in the near future. In the interim, the EZ5338.published coordinates in North Carolina will not be EZ5338.consistent with the Continuously Operating Reference Stations EZ5338.(CORS). The HARN coordinates for these stations are available EZ5338.upon request. Contact Gary Thompson(919-733-3836). EZ5338. EZ5338.In addition, the published North Carolina positions EZ5338.(NAD 83 (1986)) are NOT consistent with those determined in EZ5338.adjacent state readjustments. The discontinuity between stations EZ5338.located in North Carolina and those in adjacent states EZ5338.which have been adjusted to the HARN may be as much as 5 EZ5338.decimeters. This will result in a significant loss of accuracy EZ5338.over lines crossing such state borders. EZ5338 EZ5338 EZ5338.The horizontal coordinates were established by classical geodetic methods EZ5338.and adjusted by the National Geodetic Survey in July 1986. EZ5338 EZ5338.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5338 EZ5338.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5338 EZ5338.The geoid height was determined by GEOID03. EZ5338 EZ5338; North East Units Scale Factor Converg. EZ5338;SPC NC - 202,032.985 631,738.265 MT 0.99988806 +0 08 27.5 EZ5338;SPC NC - 662,836.55 2,072,627.96 sFT 0.99988806 +0 08 27.5 EZ5338;UTM 17 - 3,938,686.294 703,374.072 MT 1.00010972 +1 18 21.4 EZ5338 EZ5338! - Elev Factor x Scale Factor = Combined Factor EZ5338!SPC NC - 0.99998691 x 0.99988806 = 0.99987497 EZ5338!UTM 17 - 0.99998691 x 1.00010972 = 1.00009663 EZ5338 EZ5338: Primary Azimuth Mark Grid Az EZ5338:SPC NC - LINDA 173 43 12.3 EZ5338:UTM 17 - LINDA 172 33 18.4 EZ5338 EZ5338|---------------------------------------------------------------------| EZ5338| PID Reference Object Distance Geod. Az | EZ5338| dddmmss.s | EZ5338| EZ5339 LINDA APPROX. 0.9 KM 1735139.8 | EZ5338|---------------------------------------------------------------------| EZ5338 EZ5338 SUPERSEDED SURVEY CONTROL EZ5338 EZ5338 NAD 27 - 35 34 15.06596(N) 078 45 21.72545(W) AD( ) 2 EZ5338 NGVD 29 (07/19/86) 116.5 (m) 382. (f) VERT ANG EZ5338 EZ5338.Superseded values are not recommended for survey control. EZ5338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5338.See file dsdata.txt to determine how the superseded data were derived. EZ5338 EZ5338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0337438686(NAD 83) EZ5338_MARKER: DE = TRAVERSE STATION DISK EZ5338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5338_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5338_STAMPING: HORTON 1972 EZ5338_MARK LOGO: NCGS EZ5338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5338+STABILITY: SURFACE MOTION EZ5338 EZ5338 HISTORY - Date Condition Report By EZ5338 HISTORY - 1972 MONUMENTED NCGS EZ5338 HISTORY - 1985 GOOD USPSQD EZ5338 HISTORY - 20041106 POOR GEOCAC EZ5338 EZ5338 STATION DESCRIPTION EZ5338 EZ5338'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ5338'HORTON IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ5338'VICINITY OF FUQUAY-VARINA, NORTH CAROLINA. EZ5338' EZ5338'HORTON IS LOCATED APPROXIMATELY 2.6 MILES ESE OF FUQUAY-VARINA. TO EZ5338'REACH STATION FROM THE INTERSECTION OF US 401, NC 55 AND NC 42 EAST EZ5338'OF FUQUAY-VARINA, PROCEED SOUTH ALONG NC 55 FOR 1.8 MILES TO EZ5338'STATION ON RIGHT, 0.85 MILE SOUTH OF INTERSECTION WITH SR 2765, EZ5338'0.65 MILE NORTH OF INTERSECTION WITH SR 2764, ON 4 FOOT BANK IN EZ5338'THE EDGE OF OPEN FIELD, AND APPROXIMATELY 150 FEET NORTH OF A THICKET EZ5338'OF TREES AND BUSHES. EZ5338' EZ5338'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED HORTON EZ5338'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 4 EZ5338'INCHES ABOVE THE GROUND. EZ5338' EZ5338'MARK IS-- EZ5338'34.7 FEET W OF C/L OF NC 55. EZ5338'113.9 FEET SSW OF C/L OF DIRT ROAD ENTRANCE (W). EZ5338'4.4 FEET W OF TP NO. 12 WITH ALUMINUM REF. TAG. EZ5338'17.8 FEET ENE OF CORNER FENCE POST WITH ALUMINUM REF. TAG. EZ5338'95.0 FEET WSW OF PP WITH ALUMINUM REF. TAG. EZ5338 EZ5338 STATION RECOVERY (1985) EZ5338 EZ5338'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ5338'RECOVERED IN GOOD CONDITION. EZ5338 EZ5338 STATION RECOVERY (2004) EZ5338 EZ5338'RECOVERY NOTE BY GEOCACHING 2004 (PFF) EZ5338'DISK MISSING. STEM REMAINS IN MONUMENT. REFERENCED TP HAS BEEN CUT OFF EZ5338'AT THE FOUR-FOOT LEVEL. FENCE HAS BEEN REMOVED. MONUMENT IS 36 FEET N EZ5338'OF C/L OF PINE BRANCH DRIVE (A PRIVATE ROAD), IN THE NW QUADRANT OF EZ5338'THE TEE INTERSECTION OF PINE BRANCH DR AND NC-55. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2492 *********************************************************************** EZ2492 DESIGNATION - HOSPITAL EZ2492 PID - EZ2492 EZ2492 STATE/COUNTY- NC/WAKE EZ2492 USGS QUAD - RALEIGH EAST (1993) EZ2492 EZ2492 *CURRENT SURVEY CONTROL EZ2492 ___________________________________________________________________ EZ2492* NAD 83(1986)- 35 47 10.48474(N) 078 35 19.62654(W) ADJUSTED EZ2492* NAVD 88 - 74.931 (meters) 245.84 (feet) ADJUSTED EZ2492 ___________________________________________________________________ EZ2492 LAPLACE CORR- -8.04 (seconds) DEFLEC99 EZ2492 GEOID HEIGHT- -33.13 (meters) GEOID03 EZ2492 DYNAMIC HT - 74.866 (meters) 245.62 (feet) COMP EZ2492 MODELED GRAV- 979,762.6 (mgal) NAVD 88 EZ2492 EZ2492 HORZ ORDER - SECOND EZ2492 VERT ORDER - SECOND CLASS II EZ2492 EZ2492.The North Carolina HARNS have been completed but, EZ2492.due to contractual restrictions, coordinates for these stations EZ2492.will NOT be published in the near future. In the interim, the EZ2492.published coordinates in North Carolina will not be EZ2492.consistent with the Continuously Operating Reference Stations EZ2492.(CORS). The HARN coordinates for these stations are available EZ2492.upon request. Contact Gary Thompson(919-733-3836). EZ2492. EZ2492.In addition, the published North Carolina positions EZ2492.(NAD 83 (1986)) are NOT consistent with those determined in EZ2492.adjacent state readjustments. The discontinuity between stations EZ2492.located in North Carolina and those in adjacent states EZ2492.which have been adjusted to the HARN may be as much as 5 EZ2492.decimeters. This will result in a significant loss of accuracy EZ2492.over lines crossing such state borders. EZ2492 EZ2492 EZ2492.The horizontal coordinates were established by classical geodetic methods EZ2492.and adjusted by the National Geodetic Survey in July 1986. EZ2492 EZ2492.The orthometric height was determined by differential leveling EZ2492.and adjusted by the National Geodetic Survey in June 1991. EZ2492 EZ2492.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2492 EZ2492.The geoid height was determined by GEOID03. EZ2492 EZ2492.The dynamic height is computed by dividing the NAVD 88 EZ2492.geopotential number by the normal gravity value computed on the EZ2492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2492.degrees latitude (g = 980.6199 gals.). EZ2492 EZ2492.The modeled gravity was interpolated from observed gravity values. EZ2492 EZ2492; North East Units Scale Factor Converg. EZ2492;SPC NC - 225,961.698 646,774.435 MT 0.99991600 +0 14 14.4 EZ2492;SPC NC - 741,342.67 2,121,959.13 sFT 0.99991600 +0 14 14.4 EZ2492;UTM 17 - 3,962,922.754 717,922.509 MT 1.00018523 +1 24 38.0 EZ2492 EZ2492! - Elev Factor x Scale Factor = Combined Factor EZ2492!SPC NC - 0.99999344 x 0.99991600 = 0.99990944 EZ2492!UTM 17 - 0.99999344 x 1.00018523 = 1.00017867 EZ2492 EZ2492: Primary Azimuth Mark Grid Az EZ2492:SPC NC - EMERGENCY 222 56 02.0 EZ2492:UTM 17 - EMERGENCY 221 45 38.4 EZ2492 EZ2492|---------------------------------------------------------------------| EZ2492| PID Reference Object Distance Geod. Az | EZ2492| dddmmss.s | EZ2492| EZ5065 EMERGENCY APPROX. 0.6 KM 2231016.4 | EZ2492|---------------------------------------------------------------------| EZ2492 EZ2492 SUPERSEDED SURVEY CONTROL EZ2492 EZ2492 NAD 27 - 35 47 09.94775(N) 078 35 20.61288(W) AD( ) 2 EZ2492 NGVD 29 (??/??/92) 75.211 (m) 246.75 (f) ADJ UNCH 2 2 EZ2492 EZ2492.Superseded values are not recommended for survey control. EZ2492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2492.See file dsdata.txt to determine how the superseded data were derived. EZ2492 EZ2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1792362923(NAD 83) EZ2492_MARKER: DE = TRAVERSE STATION DISK EZ2492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2492_SP_SET: CONCRETE POST EZ2492_STAMPING: HOSPITAL 1967 EZ2492_MARK LOGO: NCGS EZ2492_MAGNETIC: N = NO MAGNETIC MATERIAL EZ2492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2492+STABILITY: SURFACE MOTION EZ2492 EZ2492 HISTORY - Date Condition Report By EZ2492 HISTORY - 1967 MONUMENTED NCGS EZ2492 HISTORY - 1976 GOOD NCGS EZ2492 HISTORY - 1984 GOOD NCGS EZ2492 HISTORY - 1984 GOOD NCGS EZ2492 EZ2492 STATION DESCRIPTION EZ2492 EZ2492'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ2492'HOSPITAL IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ2492'ESTABLISHED IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ2492' EZ2492'HOSPITAL IS LOCATED APPROXIMATELY 3.0 MILES EAST OF EZ2492'RALEIGH CAPITOL SQUARE. TO REACH STATION PROCEED FROM CAPITOL EZ2492'SQUARE 3.0 MILES EAST ON NEW BERN AVE. TO STATION ON SOUTH SIDE EZ2492'OF U.S. 64, STATION IS APPROXIMATELY 600 FT NE OF WAKE MEMORIAL EZ2492'HOSPITAL, APPROXIMATELY 250 FT NW OF NURSES QUARTERS, ON TOP OF A EZ2492'4 FT BANK ON NEW BERN AVE. AND APPROXIMATELY 50 FT WEST OF DRIVE EZ2492'TO NURSES QUARTERS. EZ2492' EZ2492'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2492'HOSPITAL 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2492'WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND. EZ2492' EZ2492'MARK IS EZ2492' EZ2492'41.5 FT SE OF C/L OF E. BOUND LANE OF NEW BERN AVE. EZ2492' EZ2492'76.7 FT NE OF TP ON HOSPITAL GROUNDS WITH ALUMINUM REF. TAG EZ2492' EZ2492'42.0 FT SW OF WOODEN ONE WAY SIGN WITH ALUMINUM REF. TAG EZ2492' EZ2492'11.0 FT NE OF CENTER OF INGLESIDE PLAQUE IN STONE EZ2492' EZ2492'47.4 FT SW OF METAL EMERGENCY ENTRANCE SIGN EZ2492' EZ2492'17.2 FT SE OF S EDGE OF E BOUND LANE EZ2492 EZ2492 STATION RECOVERY (1976) EZ2492 EZ2492'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2492'IN RALEIGH. EZ2492'STATION IS LOCATED APPROXIMATELY 2.8 MILES EAST OF CAPITOL SQUARE ON EZ2492'SOUTH SIDE OF NEW BERN AVE., IN FRONT YARD OF WAKE MEMORIAL HOSPITAL, EZ2492'ON TOP OF A 4 FOOT BANK. 41.5 FT. SE OF CENTERLINE OF EAST BOUND LANE EZ2492'OF NEW BERN AVE., 17.2 FT. SE OF SOUTH EDGE OF EAST BOUND LANE, 11.0 EZ2492'FT. NE OF CENTER OF INGLESIDE PLAQUE IN STONE, 47.4 FT. SW OF METAL EZ2492'EMERGENCY ENTRANCE SIGN, 76.7 FT. NE OF TP ON HOSPITAL GROUNDS WITH EZ2492'ALUMINUM REF. TAG, 36.2 FT. SSW OF POWER POLE WITH LIGHT AND ALUMINUM EZ2492'REF. TAG AND 42.0 FT. SW OF WOODEN ONE WAY SIGN WITH ALUMINUM REF. EZ2492'TAG. DISK IS SET IN CONCRETE CYLINDER, 4 INCHES BELOW THE SURFACE OF EZ2492'THE GROUND. EZ2492 EZ2492 STATION RECOVERY (1984) EZ2492 EZ2492'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ2492'THE STATION WAS RECOVERED AT THIS DATE. EZ2492'STATION IS IN GOOD CONDITION AS DESCRIBED. EZ2492' EZ2492'NCGS EZ2492 EZ2492 STATION RECOVERY (1984) EZ2492 EZ2492'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ2492'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4439 *********************************************************************** EZ4439 DESIGNATION - HOUSE EZ4439 PID - EZ4439 EZ4439 STATE/COUNTY- NC/WAKE EZ4439 USGS QUAD - KNIGHTDALE (1993) EZ4439 EZ4439 *CURRENT SURVEY CONTROL EZ4439 ___________________________________________________________________ EZ4439* NAD 83(1986)- 35 45 40.96419(N) 078 29 09.56537(W) ADJUSTED EZ4439* NAVD 88 - 96.5 (meters) 317. (feet) VERTCON EZ4439 ___________________________________________________________________ EZ4439 LAPLACE CORR- -6.41 (seconds) DEFLEC99 EZ4439 GEOID HEIGHT- -33.63 (meters) GEOID03 EZ4439 EZ4439 HORZ ORDER - SECOND EZ4439 EZ4439.The North Carolina HARNS have been completed but, EZ4439.due to contractual restrictions, coordinates for these stations EZ4439.will NOT be published in the near future. In the interim, the EZ4439.published coordinates in North Carolina will not be EZ4439.consistent with the Continuously Operating Reference Stations EZ4439.(CORS). The HARN coordinates for these stations are available EZ4439.upon request. Contact Gary Thompson(919-733-3836). EZ4439. EZ4439.In addition, the published North Carolina positions EZ4439.(NAD 83 (1986)) are NOT consistent with those determined in EZ4439.adjacent state readjustments. The discontinuity between stations EZ4439.located in North Carolina and those in adjacent states EZ4439.which have been adjusted to the HARN may be as much as 5 EZ4439.decimeters. This will result in a significant loss of accuracy EZ4439.over lines crossing such state borders. EZ4439 EZ4439 EZ4439.The horizontal coordinates were established by classical geodetic methods EZ4439.and adjusted by the National Geodetic Survey in July 1986. EZ4439 EZ4439.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4439 EZ4439.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4439 EZ4439.The geoid height was determined by GEOID03. EZ4439 EZ4439; North East Units Scale Factor Converg. EZ4439;SPC NC - 223,246.183 656,081.141 MT 0.99991205 +0 17 48.0 EZ4439;SPC NC - 732,433.52 2,152,492.88 sFT 0.99991205 +0 17 48.0 EZ4439;UTM 17 - 3,960,397.611 727,285.640 MT 1.00023661 +1 28 11.4 EZ4439 EZ4439! - Elev Factor x Scale Factor = Combined Factor EZ4439!SPC NC - 0.99999013 x 0.99991205 = 0.99990218 EZ4439!UTM 17 - 0.99999013 x 1.00023661 = 1.00022674 EZ4439 EZ4439 SUPERSEDED SURVEY CONTROL EZ4439 EZ4439 NAD 27 - 35 45 40.42191(N) 078 29 10.56039(W) AD( ) 2 EZ4439 NGVD 29 (07/19/86) 96.8 (m) 318. (f) VERT ANG EZ4439 EZ4439.Superseded values are not recommended for survey control. EZ4439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4439.See file dsdata.txt to determine how the superseded data were derived. EZ4439 EZ4439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2728660398(NAD 83) EZ4439_MARKER: DE = TRAVERSE STATION DISK EZ4439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4439_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4439_STAMPING: HOUSE 1965 EZ4439_MARK LOGO: NCGS EZ4439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4439+STABILITY: SURFACE MOTION EZ4439 EZ4439 HISTORY - Date Condition Report By EZ4439 HISTORY - 1965 MONUMENTED NCGS EZ4439 EZ4439 STATION DESCRIPTION EZ4439 EZ4439'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ4439'HOUSE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ4439'THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ4439' EZ4439'HOUSE IS 8.55 MILES E OF RALEIGH. LOCATED 2.2 MILES SW ALONG EZ4439'SR 2049 AND SR 2233. IN KNIGHTDALE. 0.1 MILE W ALONG SR 2511 EZ4439'FROM SR 2049. 0.75 MILES N ALONG SR 2049 FROM SR 1007 AT EZ4439'BETHLEHEM CHURCH TO SR 2511. W ON SR 2511 FOR 0.1 MILE TO EZ4439'STATION ON N SIDE OF ROAD. EZ4439' EZ4439'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ4439'HOUSE 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ4439'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ4439' EZ4439'MARK IS. EZ4439' EZ4439'13.4 FT N OF C/L OF SR 2511 EZ4439' EZ4439'4.0 FT N OF YELLOW ARROW ON SR 2511 EZ4439' EZ4439'71.7 FT NW OF R/W MARKER EZ4439' EZ4439'102.4 FT E OF PP 131 WITH ALUMINUM REF. TAG EZ4439' EZ4439'57.3 FT SE OF PERSIMMON TREE WITH ALUMINUM REF. TAG EZ4439' EZ4439'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2146 *********************************************************************** EZ2146 DESIGNATION - HOWELL EZ2146 PID - EZ2146 EZ2146 STATE/COUNTY- NC/WAKE EZ2146 USGS QUAD - GREEN LEVEL (1993) EZ2146 EZ2146 *CURRENT SURVEY CONTROL EZ2146 ___________________________________________________________________ EZ2146* NAD 83(1986)- 35 45 43.81116(N) 078 52 31.02200(W) ADJUSTED EZ2146* NAVD 88 - 134.373 (meters) 440.86 (feet) ADJUSTED EZ2146 ___________________________________________________________________ EZ2146 LAPLACE CORR- -5.51 (seconds) DEFLEC99 EZ2146 GEOID HEIGHT- -32.04 (meters) GEOID03 EZ2146 DYNAMIC HT - 134.258 (meters) 440.48 (feet) COMP EZ2146 MODELED GRAV- 979,772.4 (mgal) NAVD 88 EZ2146 EZ2146 HORZ ORDER - SECOND EZ2146 VERT ORDER - SECOND CLASS II EZ2146 EZ2146.The North Carolina HARNS have been completed but, EZ2146.due to contractual restrictions, coordinates for these stations EZ2146.will NOT be published in the near future. In the interim, the EZ2146.published coordinates in North Carolina will not be EZ2146.consistent with the Continuously Operating Reference Stations EZ2146.(CORS). The HARN coordinates for these stations are available EZ2146.upon request. Contact Gary Thompson(919-733-3836). EZ2146. EZ2146.In addition, the published North Carolina positions EZ2146.(NAD 83 (1986)) are NOT consistent with those determined in EZ2146.adjacent state readjustments. The discontinuity between stations EZ2146.located in North Carolina and those in adjacent states EZ2146.which have been adjusted to the HARN may be as much as 5 EZ2146.decimeters. This will result in a significant loss of accuracy EZ2146.over lines crossing such state borders. EZ2146 EZ2146 EZ2146.The horizontal coordinates were established by classical geodetic methods EZ2146.and adjusted by the National Geodetic Survey in July 1986. EZ2146 EZ2146.The orthometric height was determined by differential leveling EZ2146.and adjusted by the National Geodetic Survey in June 1991. EZ2146 EZ2146.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2146 EZ2146.The geoid height was determined by GEOID03. EZ2146 EZ2146.The dynamic height is computed by dividing the NAVD 88 EZ2146.geopotential number by the normal gravity value computed on the EZ2146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2146.degrees latitude (g = 980.6199 gals.). EZ2146 EZ2146.The modeled gravity was interpolated from observed gravity values. EZ2146 EZ2146; North East Units Scale Factor Converg. EZ2146;SPC NC - 223,220.671 620,878.757 MT 0.99991217 +0 04 19.1 EZ2146;SPC NC - 732,349.82 2,036,999.72 sFT 0.99991217 +0 04 19.1 EZ2146;UTM 17 - 3,959,652.125 692,083.009 MT 1.00005467 +1 14 31.6 EZ2146 EZ2146! - Elev Factor x Scale Factor = Combined Factor EZ2146!SPC NC - 0.99998394 x 0.99991217 = 0.99989611 EZ2146!UTM 17 - 0.99998394 x 1.00005467 = 1.00003861 EZ2146 EZ2146: Primary Azimuth Mark Grid Az EZ2146:SPC NC - STOP 189 54 29.5 EZ2146:UTM 17 - STOP 188 44 17.0 EZ2146 EZ2146|---------------------------------------------------------------------| EZ2146| PID Reference Object Distance Geod. Az | EZ2146| dddmmss.s | EZ2146| EZ2145 STOP APPROX. 1.0 KM 1895848.6 | EZ2146|---------------------------------------------------------------------| EZ2146 EZ2146 SUPERSEDED SURVEY CONTROL EZ2146 EZ2146 NAD 27 - 35 45 43.26917(N) 078 52 31.99918(W) AD( ) 2 EZ2146 NGVD 29 (??/??/92) 134.625 (m) 441.68 (f) ADJ UNCH 2 2 EZ2146 EZ2146.Superseded values are not recommended for survey control. EZ2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2146.See file dsdata.txt to determine how the superseded data were derived. EZ2146 EZ2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9208359652(NAD 83) EZ2146_MARKER: DE = TRAVERSE STATION DISK EZ2146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2146_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2146_STAMPING: HOWELL 1961 EZ2146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2146+STABILITY: SURFACE MOTION EZ2146 EZ2146 HISTORY - Date Condition Report By EZ2146 HISTORY - 1961 MONUMENTED NCGS EZ2146 HISTORY - 1975 GOOD NCGS EZ2146 EZ2146 STATION DESCRIPTION EZ2146 EZ2146'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ2146'HOWELL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2146'IN THE VICINITY OF DURHAM, NORTH CAROLINA. EZ2146' EZ2146'HOWELL IS LOCATED APPROXIMATELY 2.6 MILES NW OF APEX, N. C. AND EZ2146'5.5 MILES WSW OF CARY, N. C. TO REACH STATION PROCEED FROM THE EZ2146'INTERSECTION OF U.S. 64 AND NC 55 NORTH ON NC 55 FOR 1.1 MILES EZ2146'TO STATION. THE STATION IS LOCATED ON A 15 FT CUT ON EAST SIDE EZ2146'OF NC 55 AND ABOUT 0.2 MILES N OF INTERSECTION OF SR 1611. EZ2146' EZ2146'STATION MARK IS A PRECAST MONUMENT WITH A N. C. BRASS TRAVERSE EZ2146'DISK, STAMPED HOWELL 1961, WHICH IS 3 INCHES ABOVE THE SURFACE EZ2146'OF THE GROUND. EZ2146' EZ2146'MARK IS EZ2146' EZ2146'51.5 FT E OF C/L OF NC 55 EZ2146' EZ2146'111.0 FT NW OF NW CORNER OF CONCRETE BLOCK WELL HOUSE EZ2146' EZ2146'128.0 FT N OF C/L OF SOIL DRIVEWAY TO EAST EZ2146' EZ2146'51.2 FT SE OF 5 IN BRASS PIPE IN E EDGE OF NC 55 EZ2146 EZ2146 STATION RECOVERY (1975) EZ2146 EZ2146'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EZ2146'2.6 MI NW FROM APEX. EZ2146'TO REACH STATION FROM THE NC 55 OVERPASS OF US 64, PROCEED NORTH ALONG EZ2146'NC 55 FOR 1.1 MILES TO STATION ON A 15 FOOT CUT ON EAST SIDE OF NC 55. EZ2146'0.2 MILE NORTH OF CROSSROAD INTERSECTION WITH SR 1611 AND SR 1601. EZ2146'51.5 FT. E OF CENTERLINE OF NC 55, 111.0 FT. NNW OF NORTHWEST CORNER EZ2146'OF CONCRETE BLOCK WELL HOUSE, 128.0 FT. N OF CENTERLINE OF SOIL EZ2146'DRIVEWAY TO EAST AND 94.4 FT. NNE OF TELEPHONE PEDESTAL. DISK IS SET EZ2146'IN CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0827 *********************************************************************** EZ0827 DESIGNATION - HUBERT EZ0827 PID - EZ0827 EZ0827 STATE/COUNTY- NC/WAKE EZ0827 USGS QUAD - WAKE FOREST (1987) EZ0827 EZ0827 *CURRENT SURVEY CONTROL EZ0827 ___________________________________________________________________ EZ0827* NAD 83(1986)- 35 58 02.43768(N) 078 33 46.68837(W) ADJUSTED EZ0827* NAVD 88 - 123.808 (meters) 406.19 (feet) ADJUSTED EZ0827 ___________________________________________________________________ EZ0827 LAPLACE CORR- -6.85 (seconds) DEFLEC99 EZ0827 GEOID HEIGHT- -32.73 (meters) GEOID03 EZ0827 DYNAMIC HT - 123.703 (meters) 405.85 (feet) COMP EZ0827 MODELED GRAV- 979,785.5 (mgal) NAVD 88 EZ0827 EZ0827 HORZ ORDER - SECOND EZ0827 VERT ORDER - SECOND CLASS 0 EZ0827 EZ0827.The North Carolina HARNS have been completed but, EZ0827.due to contractual restrictions, coordinates for these stations EZ0827.will NOT be published in the near future. In the interim, the EZ0827.published coordinates in North Carolina will not be EZ0827.consistent with the Continuously Operating Reference Stations EZ0827.(CORS). The HARN coordinates for these stations are available EZ0827.upon request. Contact Gary Thompson(919-733-3836). EZ0827. EZ0827.In addition, the published North Carolina positions EZ0827.(NAD 83 (1986)) are NOT consistent with those determined in EZ0827.adjacent state readjustments. The discontinuity between stations EZ0827.located in North Carolina and those in adjacent states EZ0827.which have been adjusted to the HARN may be as much as 5 EZ0827.decimeters. This will result in a significant loss of accuracy EZ0827.over lines crossing such state borders. EZ0827 EZ0827 EZ0827.The horizontal coordinates were established by classical geodetic methods EZ0827.and adjusted by the National Geodetic Survey in July 1986. EZ0827 EZ0827.The orthometric height was determined by differential leveling EZ0827.and adjusted by the National Geodetic Survey in June 1991. EZ0827 EZ0827.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0827 EZ0827.The geoid height was determined by GEOID03. EZ0827 EZ0827.The dynamic height is computed by dividing the NAVD 88 EZ0827.geopotential number by the normal gravity value computed on the EZ0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0827.degrees latitude (g = 980.6199 gals.). EZ0827 EZ0827.The modeled gravity was interpolated from observed gravity values. EZ0827 EZ0827; North East Units Scale Factor Converg. EZ0827;SPC NC - 246,064.159 649,019.707 MT 0.99995046 +0 15 08.1 EZ0827;SPC NC - 807,295.49 2,129,325.49 sFT 0.99995046 +0 15 08.1 EZ0827;UTM 17 - 3,983,072.269 719,755.056 MT 1.00019509 +1 25 54.8 EZ0827 EZ0827! - Elev Factor x Scale Factor = Combined Factor EZ0827!SPC NC - 0.99998571 x 0.99995046 = 0.99993617 EZ0827!UTM 17 - 0.99998571 x 1.00019509 = 1.00018079 EZ0827 EZ0827: Primary Azimuth Mark Grid Az EZ0827:SPC NC - CATTLE 189 12 42.2 EZ0827:UTM 17 - CATTLE 188 01 55.5 EZ0827 EZ0827|---------------------------------------------------------------------| EZ0827| PID Reference Object Distance Geod. Az | EZ0827| dddmmss.s | EZ0827| EZ0825 FN 8 246.122 METERS 01736 | EZ0827| EZ0828 CATTLE APPROX. 1.0 KM 1892750.3 | EZ0827|---------------------------------------------------------------------| EZ0827 EZ0827 SUPERSEDED SURVEY CONTROL EZ0827 EZ0827 NAD 27 - 35 58 01.90270(N) 078 33 47.68311(W) AD( ) 2 EZ0827 NGVD 29 (??/??/92) 124.078 (m) 407.08 (f) ADJ UNCH 2 0 EZ0827 EZ0827.Superseded values are not recommended for survey control. EZ0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0827.See file dsdata.txt to determine how the superseded data were derived. EZ0827 EZ0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1975583072(NAD 83) EZ0827_MARKER: DE = TRAVERSE STATION DISK EZ0827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0827_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EZ0827_STAMPING: HUBERT 1970 EZ0827_MARK LOGO: NCGS EZ0827_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0827+STABILITY: SURFACE MOTION EZ0827_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ0827+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2004 EZ0827 EZ0827 HISTORY - Date Condition Report By EZ0827 HISTORY - 1970 MONUMENTED NCGS EZ0827 HISTORY - 1972 GOOD NCGS EZ0827 HISTORY - 19850101 GOOD NCGS EZ0827 HISTORY - 20041122 GOOD USPSQD EZ0827 EZ0827 STATION DESCRIPTION EZ0827 EZ0827'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ0827'HUBERT IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0827'VICINITY OF NORTHWEST WAKE COUNTY. EZ0827' EZ0827'HUBERT IS LOCATED APPROXIMATELY 3.1 MILES SSW OF WAKE FOREST AND EZ0827'2.1 MILES NORTH OF FALLS. TO REACH STATION PROCEED FROM THE EZ0827'INTERSECTION OF US 1 AND NC 98, GO WEST ON NC 98 FOR 1.35 MILES TO EZ0827'INTERSECTION OF NC 98 AND SR 2000, TURN LEFT ON SR 2000 AND GO EZ0827'0.15 MILE TO STATION ON RIGHT, APPROXIMATELY 100 FEET WEST OF SR EZ0827'2000 AND NEAR SOUTHEAST CORNER OF TOOL SHED. EZ0827' EZ0827'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ0827'HUBERT 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ0827'IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0827' EZ0827'MARK IS-- EZ0827'110.7 FEET WNW OF C/L OF SR 2000. EZ0827'16.3 FEET NNW OF ALUMINUM REF. TAG ON 14 INCH OAK TREE. EZ0827'14.2 FEET NNE OF ALUMINUM REF. TAG ON 12 INCH OAK TREE. EZ0827'20.5 FEET SE OF ALUMINUM REF. TAG ON FENCE POST. EZ0827'39.7 FEET SSE OF SE CORNER OF TOOL SHED. EZ0827'51.4 FEET S OF ALUMINUM REF. TAG ON 12 INCH OAK TREE. EZ0827'18.7 FEET WNW OF ALUMINUM REF. TAG ON 24 INCH OAK TREE. EZ0827 EZ0827 STATION RECOVERY (1972) EZ0827 EZ0827'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0827'2.1 MI N FROM FALLS. EZ0827'STATION IS 2.1 MI. N OF FALLS AND 3.1 MI. SSW OF WAKE FOREST, EZ0827'FROM INTERSECTION OF U.S. 1 AND NC 98 GO W ON NC 98 FOR 1.35 EZ0827'MILES TO INTERSECTION OF NC 98 AND SR 2000, TURN LEFT ON SR 2000 EZ0827'AND GO 0.15 MILE TO STATION ON RIGHT, APPROXIMATELY 100 FT. W EZ0827'OF SR 2000 AND NEAR SE CORNER OF TOOL SHED, 110.7 FT WNW OF C/L EZ0827'OF SR 2000, 16.3 FT NNW OF ALUM. REF. TAG ON 14 INCH OAK, 14.2 FT EZ0827'NNE OF ALUM. REF. TAG ON 12 INCH OAK, 20.5 FT SE OF ALUM. REF. TAG EZ0827'ON FENCE POST, 51.4 FT S OF ALUM. REF. TAG ON 12 INCH OAK AND EZ0827'18.7 FT WNW OF ALUM. REF. TAG ON 24 INCH OAK. STATION IS FLUSH EZ0827'WITH GROUND. EZ0827 EZ0827 STATION RECOVERY (1985) EZ0827 EZ0827'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0827'RECOVERED IN GOOD CONDITION. PROCEED ALONG NC 98 FOR 1.13 KM (0.70 MI) EZ0827'WEST-SOUTHWEST FROM THE US 1 OVERPASS TO SR 1967 (OLD NC 98), THENCE EZ0827'SOUTHWEST ALONG SR 1967 FOR 1.3 KM (0.80 MI) TO SR 2000, THENCE SOUTH EZ0827'ALONG SR 2000 FOR 0.2 KM (0.10 MI) TO THE STATION, ON THE RIGHT, ABOUT EZ0827'115 FT (35.1 M) WEST IN A GROVE OF OAKS, AND SOUTH OF A LARGE TIN EZ0827'COVERED EQUIPMENT SHED. LOCATED 33.7 M (110.6 FT) WEST-NORTHWEST OF EZ0827'THE CENTERLINE OF THE ROAD, 12.1 M (39.7 FT) SOUTH-SOUTHEAST OF THE EZ0827'SOUTHEAST POST OF THE EQUIPMENT SHED, 10.0 M (32.8 FT) EAST-SOUTHEAST EZ0827'OF A 14-INCH CEDAR--AND 5.0 M (16.4 FT) NORTH-NORTHWEST OF A 14-INCH EZ0827'OAK, 5.7 M (18.7 FT) WEST-NORTHWEST OF A 24-INCH OAK, 4.3 M (14.1 FT) EZ0827'NORTH-NORTHEAST OF A 12-INCH OAK--ALL THREE WITH REFERENCE TAGS. MARK EZ0827'IS LEVEL WITH ROAD. EZ0827 EZ0827 STATION RECOVERY (2004) EZ0827 EZ0827'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ0827'RECOVERED AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2209 *********************************************************************** EZ2209 DESIGNATION - HUDSON EZ2209 PID - EZ2209 EZ2209 STATE/COUNTY- NC/WAKE EZ2209 USGS QUAD - GARNER (1993) EZ2209 EZ2209 *CURRENT SURVEY CONTROL EZ2209 ___________________________________________________________________ EZ2209* NAD 83(1986)- 35 42 22.14426(N) 078 36 48.11196(W) ADJUSTED EZ2209* NAVD 88 - 111.641 (meters) 366.28 (feet) POSTED EZ2209 ___________________________________________________________________ EZ2209 LAPLACE CORR- -7.48 (seconds) DEFLEC99 EZ2209 GEOID HEIGHT- -33.19 (meters) GEOID03 EZ2209 DYNAMIC HT - 111.540 (meters) 365.94 (feet) COMP EZ2209 MODELED GRAV- 979,750.5 (mgal) NAVD 88 EZ2209 EZ2209 HORZ ORDER - SECOND EZ2209 VERT ORDER - * POSTED, Code F , SEE BELOW EZ2209 EZ2209.The North Carolina HARNS have been completed but, EZ2209.due to contractual restrictions, coordinates for these stations EZ2209.will NOT be published in the near future. In the interim, the EZ2209.published coordinates in North Carolina will not be EZ2209.consistent with the Continuously Operating Reference Stations EZ2209.(CORS). The HARN coordinates for these stations are available EZ2209.upon request. Contact Gary Thompson(919-733-3836). EZ2209. EZ2209.In addition, the published North Carolina positions EZ2209.(NAD 83 (1986)) are NOT consistent with those determined in EZ2209.adjacent state readjustments. The discontinuity between stations EZ2209.located in North Carolina and those in adjacent states EZ2209.which have been adjusted to the HARN may be as much as 5 EZ2209.decimeters. This will result in a significant loss of accuracy EZ2209.over lines crossing such state borders. EZ2209 EZ2209 EZ2209.The horizontal coordinates were established by classical geodetic methods EZ2209.and adjusted by the National Geodetic Survey in July 1986. EZ2209 EZ2209.The orthometric height was determined by differential leveling EZ2209.and adjusted by the National Geodetic Survey in 1992. EZ2209.* This is a POSTED BENCH MARK height. Code F indicates a distribution EZ2209.rate greater than 8.0 mm/km. EZ2209 EZ2209.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2209 EZ2209.The geoid height was determined by GEOID03. EZ2209 EZ2209.The dynamic height is computed by dividing the NAVD 88 EZ2209.geopotential number by the normal gravity value computed on the EZ2209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2209.degrees latitude (g = 980.6199 gals.). EZ2209 EZ2209.The modeled gravity was interpolated from observed gravity values. EZ2209 EZ2209; North East Units Scale Factor Converg. EZ2209;SPC NC - 217,066.800 644,587.125 MT 0.99990396 +0 13 23.4 EZ2209;SPC NC - 712,159.99 2,114,782.93 sFT 0.99990396 +0 13 23.4 EZ2209;UTM 17 - 3,953,982.573 715,917.009 MT 1.00017452 +1 23 36.4 EZ2209 EZ2209! - Elev Factor x Scale Factor = Combined Factor EZ2209!SPC NC - 0.99998769 x 0.99990396 = 0.99989165 EZ2209!UTM 17 - 0.99998769 x 1.00017452 = 1.00016220 EZ2209 EZ2209: Primary Azimuth Mark Grid Az EZ2209:SPC NC - MUNN 113 06 17.1 EZ2209:UTM 17 - MUNN 111 56 04.1 EZ2209 EZ2209|---------------------------------------------------------------------| EZ2209| PID Reference Object Distance Geod. Az | EZ2209| dddmmss.s | EZ2209| EZ5239 MUNN APPROX. 2.5 KM 1131940.5 | EZ2209| EZ2210 SALON APPROX. 0.6 KM 1685954.6 | EZ2209|---------------------------------------------------------------------| EZ2209 EZ2209 SUPERSEDED SURVEY CONTROL EZ2209 EZ2209 NAD 27 - 35 42 21.59253(N) 078 36 49.09790(W) AD( ) 2 EZ2209 NGVD 29 (??/??/92) 111.909 (m) 367.15 (f) ADJ UNCH 2 2 EZ2209 EZ2209.Superseded values are not recommended for survey control. EZ2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2209.See file dsdata.txt to determine how the superseded data were derived. EZ2209 EZ2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1591753983(NAD 83) EZ2209_MARKER: DE = TRAVERSE STATION DISK EZ2209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2209_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2209_STAMPING: HUDSON 1965 EZ2209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2209+STABILITY: SURFACE MOTION EZ2209_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ2209+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2005 EZ2209 EZ2209 HISTORY - Date Condition Report By EZ2209 HISTORY - 1965 MONUMENTED NCGS EZ2209 HISTORY - 1976 GOOD NCGS EZ2209 HISTORY - 1978 GOOD NCGS EZ2209 HISTORY - 1987 GOOD USPSQD EZ2209 HISTORY - 1989 GOOD USPSQD EZ2209 HISTORY - 20021112 GOOD USPSQD EZ2209 HISTORY - 20040523 GOOD USPSQD EZ2209 HISTORY - 20040607 GOOD USPSQD EZ2209 HISTORY - 20050530 GOOD USPSQD EZ2209 EZ2209 STATION DESCRIPTION EZ2209 EZ2209'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ2209'HUDSON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2209'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ2209' EZ2209'HUDSON IS 5.45 MILES SSE OF RALEIGH. LOCATED IN GARNER AT EZ2209'THE INTERSECTION OF U.S. 70 AND NC 50 AT THE SW END OF EZ2209'BRIDGE CROSSING U.S. 70 AND IN THE CURB OF BRIDGE. EZ2209' EZ2209'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2209'HUDSON 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ2209'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2209' EZ2209'MARK IS EZ2209' EZ2209'28.9 FT W OF C/L OF NC 50 EZ2209' EZ2209'6.0 FT W OF YELLOW ARROW ON BRIDGE CURB EZ2209' EZ2209'5.0 FT S OF YELLOW ARROW PAINTED ON BRIDGE ABUTMENT EZ2209' EZ2209'16.0 FT E OF TP WITH ALUMINUM REF. TAG EZ2209' EZ2209'3.0 FT SW OF FIRST GUARD POST EZ2209' EZ2209'7.6 FT N OF BRIDGE CURB S END EZ2209' EZ2209'81.7 FT N OF PP WITH ALUMINUM REF. TAG EZ2209' EZ2209'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ2209 EZ2209 STATION RECOVERY (1976) EZ2209 EZ2209'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2209'IN GARNER. EZ2209'STATION IS LOCATED AT THE SOUTHWEST CORNER OF THE NC 50 BRIDGE OVER US EZ2209'70. 27.3 FT. W OF CENTERLINE OF NC 50, 4.0 FT. SSW OF SOUTH END OF EZ2209'WEST CONCRETE BRIDGE RAIL, 6.1 FT. W OF CENTER OF WHEELGUARD, 7.6 FT. EZ2209'N OF SOUTH END OF BRIDGE CURB, 2.6 FT. SW OF FIRST GUARD POST, 81.7 EZ2209'FT. N OF POWER POLE WITH ALUMINUM REF. TAG. DISK IS SET IN CONCRETE EZ2209'CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND. EZ2209 EZ2209 STATION RECOVERY (1978) EZ2209 EZ2209'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (CEH) EZ2209'THE STATION WAS RECOVERED AS DESCRIBED. A COMPLETE NEW DESCRIPTION EZ2209'FOLLOWS. EZ2209' EZ2209'THE STATION IS LOCATED IN GARNER. EZ2209' EZ2209'THE STATION IS LOCATED IN GARNER AT THE SOUTHWEST CORNER OF THE NC 50, EZ2209'BRIDGE OVER US 70. EZ2209' EZ2209'STATION MARK IS A STANDARD DISK STAMPED---HUDSON 1965---SET IN A EZ2209'CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE. THE MARK IS EZ2209'27.3 FEET WEST OF CENTERLINE OF NC 50, 4.0 FEET SOUTH-SOUTHWEST OF EZ2209'SOUTH END OF WEST CONCRETE BRIDGE RAIL, EZ2209'6.1 FEET WEST OF CENTER OF WHEELGUARD, 7.6 FEET NORTH OF SOUTH END OF EZ2209'BRIDGE CURB, 2.6 FEET SOUTHWEST OF FIRST GUARD POST, 81.7 FEET NORTH EZ2209'OF POWER POLE WITH REFERENCE TAG. EZ2209 EZ2209 STATION RECOVERY (1987) EZ2209 EZ2209'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ2209'RECOVERED IN GOOD CONDITION. EZ2209 EZ2209 STATION RECOVERY (1989) EZ2209 EZ2209'RECOVERY NOTE BY US POWER SQUADRON 1989 (WCB) EZ2209'RECOVERED IN GOOD CONDITION. EZ2209 EZ2209 STATION RECOVERY (2002) EZ2209 EZ2209'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM) EZ2209'RECOVERED AS DESCRIBED EZ2209 EZ2209 STATION RECOVERY (2004) EZ2209 EZ2209'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ2209'RECOVERED IN GOOD CONDITION. EZ2209 EZ2209 STATION RECOVERY (2004) EZ2209 EZ2209'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN) EZ2209'RECOVERED IN GOOD CONDITION. EZ2209 EZ2209 STATION RECOVERY (2005) EZ2209 EZ2209'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ2209'N 35 42.370 EZ2209'W 078 36.802 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5014 *********************************************************************** EZ5014 DESIGNATION - HUMBLE EZ5014 PID - EZ5014 EZ5014 STATE/COUNTY- NC/WAKE EZ5014 USGS QUAD - WAKE FOREST (1987) EZ5014 EZ5014 *CURRENT SURVEY CONTROL EZ5014 ___________________________________________________________________ EZ5014* NAD 83(1986)- 35 54 20.42527(N) 078 33 26.70471(W) ADJUSTED EZ5014* NAVD 88 - 73.0 (meters) 240. (feet) VERTCON EZ5014 ___________________________________________________________________ EZ5014 LAPLACE CORR- -7.77 (seconds) DEFLEC99 EZ5014 GEOID HEIGHT- -32.94 (meters) GEOID03 EZ5014 EZ5014 HORZ ORDER - SECOND EZ5014 EZ5014.The North Carolina HARNS have been completed but, EZ5014.due to contractual restrictions, coordinates for these stations EZ5014.will NOT be published in the near future. In the interim, the EZ5014.published coordinates in North Carolina will not be EZ5014.consistent with the Continuously Operating Reference Stations EZ5014.(CORS). The HARN coordinates for these stations are available EZ5014.upon request. Contact Gary Thompson(919-733-3836). EZ5014. EZ5014.In addition, the published North Carolina positions EZ5014.(NAD 83 (1986)) are NOT consistent with those determined in EZ5014.adjacent state readjustments. The discontinuity between stations EZ5014.located in North Carolina and those in adjacent states EZ5014.which have been adjusted to the HARN may be as much as 5 EZ5014.decimeters. This will result in a significant loss of accuracy EZ5014.over lines crossing such state borders. EZ5014 EZ5014 EZ5014.The horizontal coordinates were established by classical geodetic methods EZ5014.and adjusted by the National Geodetic Survey in July 1986. EZ5014 EZ5014.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5014 EZ5014.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5014 EZ5014.The geoid height was determined by GEOID03. EZ5014 EZ5014; North East Units Scale Factor Converg. EZ5014;SPC NC - 239,224.048 649,550.889 MT 0.99993760 +0 15 19.6 EZ5014;SPC NC - 784,854.23 2,131,068.21 sFT 0.99993760 +0 15 19.6 EZ5014;UTM 17 - 3,976,242.803 720,426.993 MT 1.00019875 +1 25 58.9 EZ5014 EZ5014! - Elev Factor x Scale Factor = Combined Factor EZ5014!SPC NC - 0.99999371 x 0.99993760 = 0.99993131 EZ5014!UTM 17 - 0.99999371 x 1.00019875 = 1.00019246 EZ5014 EZ5014: Primary Azimuth Mark Grid Az EZ5014:SPC NC - MALLIN 187 38 59.8 EZ5014:UTM 17 - MALLIN 186 28 20.5 EZ5014 EZ5014|---------------------------------------------------------------------| EZ5014| PID Reference Object Distance Geod. Az | EZ5014| dddmmss.s | EZ5014| EZ5013 MALLIN APPROX. 0.7 KM 1875419.4 | EZ5014|---------------------------------------------------------------------| EZ5014 EZ5014 SUPERSEDED SURVEY CONTROL EZ5014 EZ5014 NAD 27 - 35 54 19.89259(N) 078 33 27.69683(W) AD( ) 2 EZ5014 NGVD 29 (07/19/86) 73.3 (m) 240. (f) VERT ANG EZ5014 EZ5014.Superseded values are not recommended for survey control. EZ5014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5014.See file dsdata.txt to determine how the superseded data were derived. EZ5014 EZ5014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2042776243(NAD 83) EZ5014_MARKER: DE = TRAVERSE STATION DISK EZ5014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5014_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5014_MAGNETIC: N = NO MAGNETIC MATERIAL EZ5014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5014+STABILITY: SURFACE MOTION EZ5014 EZ5014 HISTORY - Date Condition Report By EZ5014 HISTORY - 1970 MONUMENTED NCGS EZ5014 HISTORY - 1980 MARK NOT FOUND NCGS EZ5014 HISTORY - 1984 MARK NOT FOUND NCGS EZ5014 EZ5014 STATION DESCRIPTION EZ5014 EZ5014'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ5014'HUMBLE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ5014'VICINITY OF NORTHWEST WAKE COUNTY. EZ5014' EZ5014'HUMBLE IS LOCATED APPROXIMATELY 5.7 MILES SSW OF WAKE FOREST AND EZ5014'2.6 MILES SSE OF FALLS. TO REACH STATION PROCEED FROM SR 2206 AND EZ5014'US 1 AT NEUSE CROSSROAD, GO NORTH ALONG US 1 FOR 0.8 MILE TO EZ5014'STATION ON LEFT AT ESSO STATION, AND 0.35 MILE SOUTH OF BRIDGE OVER EZ5014'NEUSE RIVER. EZ5014' EZ5014'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ5014'HUMBLE 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ5014'IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5014' EZ5014'MARK IS-- EZ5014'59.3 FEET NW OF C/L OF US 1. EZ5014'11.4 FEET S OF ALUMINUM REF. TAG ON PP NO. 180 W/TRANSFORMER. EZ5014'63.7 FEET NE OF ALUMINUM REF. TAG ON LAMP POLE. EZ5014'38.6 FEET ENE OF LIGHT ON STONE DRIVEWAY PILLAR. EZ5014'57.6 FEET NE OF LIGHT ON STONE DRIVEWAY PILLAR. EZ5014'45.2 FEET NNE OF C/L OF DRIVEWAY. EZ5014 EZ5014 STATION RECOVERY (1980) EZ5014 EZ5014'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EZ5014'THE STATION WAS SEARCHED FOR BUT NOT FOUND. IF THE STATION STILL EZ5014'EXISTS, IT CAN NOT BE FOUND AS DESCRIBED. EZ5014 EZ5014 STATION RECOVERY (1984) EZ5014 EZ5014'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ5014'THE STATION WAS SEARCHED FOR BUT NOT FOUND. PROBABLY DESTROYED BY EZ5014'GRADING. EZ5014' EZ5014'NCGS 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0972 *********************************************************************** EZ0972 DESIGNATION - HUNT EZ0972 PID - EZ0972 EZ0972 STATE/COUNTY- NC/WAKE EZ0972 USGS QUAD - BAYLEAF (1987) EZ0972 EZ0972 *CURRENT SURVEY CONTROL EZ0972 ___________________________________________________________________ EZ0972* NAD 83(1986)- 35 53 43.66187(N) 078 38 31.10430(W) ADJUSTED EZ0972* NAVD 88 - 132.169 (meters) 433.62 (feet) ADJUSTED EZ0972 ___________________________________________________________________ EZ0972 LAPLACE CORR- -7.03 (seconds) DEFLEC99 EZ0972 GEOID HEIGHT- -32.60 (meters) GEOID03 EZ0972 DYNAMIC HT - 132.057 (meters) 433.26 (feet) COMP EZ0972 MODELED GRAV- 979,782.0 (mgal) NAVD 88 EZ0972 EZ0972 HORZ ORDER - SECOND EZ0972 VERT ORDER - SECOND CLASS 0 EZ0972 EZ0972.The North Carolina HARNS have been completed but, EZ0972.due to contractual restrictions, coordinates for these stations EZ0972.will NOT be published in the near future. In the interim, the EZ0972.published coordinates in North Carolina will not be EZ0972.consistent with the Continuously Operating Reference Stations EZ0972.(CORS). The HARN coordinates for these stations are available EZ0972.upon request. Contact Gary Thompson(919-733-3836). EZ0972. EZ0972.In addition, the published North Carolina positions EZ0972.(NAD 83 (1986)) are NOT consistent with those determined in EZ0972.adjacent state readjustments. The discontinuity between stations EZ0972.located in North Carolina and those in adjacent states EZ0972.which have been adjusted to the HARN may be as much as 5 EZ0972.decimeters. This will result in a significant loss of accuracy EZ0972.over lines crossing such state borders. EZ0972 EZ0972 EZ0972.The horizontal coordinates were established by classical geodetic methods EZ0972.and adjusted by the National Geodetic Survey in July 1986. EZ0972 EZ0972.The orthometric height was determined by differential leveling EZ0972.and adjusted by the National Geodetic Survey in June 1991. EZ0972 EZ0972.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0972 EZ0972.The geoid height was determined by GEOID03. EZ0972 EZ0972.The dynamic height is computed by dividing the NAVD 88 EZ0972.geopotential number by the normal gravity value computed on the EZ0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0972.degrees latitude (g = 980.6199 gals.). EZ0972 EZ0972.The modeled gravity was interpolated from observed gravity values. EZ0972 EZ0972; North East Units Scale Factor Converg. EZ0972;SPC NC - 238,060.249 641,922.615 MT 0.99993558 +0 12 23.9 EZ0972;SPC NC - 781,036.00 2,106,041.11 sFT 0.99993558 +0 12 23.9 EZ0972;UTM 17 - 3,974,922.238 712,822.396 MT 1.00015814 +1 22 59.0 EZ0972 EZ0972! - Elev Factor x Scale Factor = Combined Factor EZ0972!SPC NC - 0.99998437 x 0.99993558 = 0.99991995 EZ0972!UTM 17 - 0.99998437 x 1.00015814 = 1.00014251 EZ0972 EZ0972: Primary Azimuth Mark Grid Az EZ0972:SPC NC - POLE 314 18 46.6 EZ0972:UTM 17 - POLE 313 08 11.5 EZ0972 EZ0972|---------------------------------------------------------------------| EZ0972| PID Reference Object Distance Geod. Az | EZ0972| dddmmss.s | EZ0972| EZ3146 CHARLES 219.224 METERS 11048 | EZ0972| EZ0973 POLE 458.883 METERS 3143110.5 | EZ0972|---------------------------------------------------------------------| EZ0972 EZ0972 SUPERSEDED SURVEY CONTROL EZ0972 EZ0972 NAD 27 - 35 53 43.13600(N) 078 38 32.09359(W) AD( ) 2 EZ0972 NGVD 29 (??/??/92) 132.45 (m) 434.5 (f) COMPUTED 2 0 EZ0972 EZ0972.Superseded values are not recommended for survey control. EZ0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0972.See file dsdata.txt to determine how the superseded data were derived. EZ0972 EZ0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1282274922(NAD 83) EZ0972_MARKER: DE = TRAVERSE STATION DISK EZ0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0972_SP_SET: CONCRETE POST EZ0972_STAMPING: HUNT 1965 EZ0972_MARK LOGO: NCGS EZ0972_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0972+STABILITY: SURFACE MOTION EZ0972 EZ0972 HISTORY - Date Condition Report By EZ0972 HISTORY - 1965 MONUMENTED NCGS EZ0972 HISTORY - 1973 GOOD NCGS EZ0972 HISTORY - 1985 GOOD NCGS EZ0972 HISTORY - 1985 GOOD USPSQD EZ0972 HISTORY - 1985 GOOD NCGS EZ0972 HISTORY - 1986 GOOD USPSQD EZ0972 HISTORY - 19870101 GOOD NCGS EZ0972 EZ0972 STATION DESCRIPTION EZ0972 EZ0972'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ0972'HUNT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0972'VICINITY OF RALEIGH, NORTH CAROLINA. EZ0972' EZ0972'HUNT IS 8.0 MILES N OF RALEIGH. LOCATED 0.75 MILES SE ALONG EZ0972'SR 1829 FROM SR 1005 AT SIX FORKS. 0.95 MILES WNW OF SR 2000 EZ0972'AND ON TOP OF DITCH BANK. EZ0972' EZ0972'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE STATION DISK, EZ0972'STAMPED HUNT 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE EZ0972'TOP OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0972' EZ0972'MARK IS EZ0972' EZ0972'36.5 FT W OF C/L OF SR 1829 EZ0972' EZ0972'9.5 FT N OF 6 INCH PINE WITH ALUMINUM REF. TAG EZ0972' EZ0972'9.5 FT E OF 5 INCH PINE WITH ALUMINUM REF. TAG EZ0972' EZ0972'65.4 FT N OF 5 INCH PINE WITH ALUMINUM REF. TAG EZ0972' EZ0972'28.4 FT W OF YELLOW ARROW ON SR 1829 EZ0972' EZ0972'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ0972 EZ0972 STATION RECOVERY (1973) EZ0972 EZ0972'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0972'3.8 MI NW FROM MILLBROOK. EZ0972'HUNT IS LOCATED APPROXIMATELY 8.0 MILES NORTH OF CAPITOL SQUARE EZ0972'IN RALEIGH. TO REACH STATION FROM INTERSECTION OF SR 1829 WITH EZ0972'SR 1005 AT SIX FORKS, PROCEED EAST ALONG SR 1829 FOR 0.7 MILES EZ0972'TO STATION ON RIGHT JUST WEST OF A DRIVEWAY LEADING NORTH, EZ0972'0.95 MILES WEST OF INTERSECTION OF SR 1829 WITH SR 2000 EZ0972'(FALLS OF NEUSE ROAD), 36.5 FT SW OF C/L OF SR 1829, 6.4 FT NE EZ0972'OF 6 IN PINE W/ALUMINUM REF. TAG, 7.9 FT NNW OF 5 IN PINE EZ0972'W/ALUMINUM REF. TAG, AND 78.1 FT WNW OF PP W/ALUMINUM REF. TAG. EZ0972'DISK IS SET IN CONCRETE CYLINDER 2 INCHES BELOW THE SURFACE OF EZ0972'THE GROUND. EZ0972 EZ0972 STATION RECOVERY (1985) EZ0972 EZ0972'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0972'THE STATION WAS RECOVERED AT THIS DATE. EZ0972'DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS. EZ0972' EZ0972'THE STATION IS LOCATED IN NORTH RALEIGH. EZ0972' EZ0972'ALONG SR 1829 (STRICKLAND ROAD), 1.1 KM 0.7 KM SOUTHEAST FROM THE EZ0972'CROSSROADS AT SIX FORKS, IN THE SOUTHEAST QUADRANT OF THE EZ0972'INTERSECTION WITH PATRICK STREET, AND IN A YARD ACROSS FROM THE EZ0972'T-INTERSECTION WITH BOURNEMOUTH DRIVE. EZ0972' EZ0972'LOCATED 10.8 METERS (35.5 FT) SOUTHWEST OF THE CENTERLINE OF THE EZ0972'ROAD, EZ0972'11.1 METERS (36.4 FT) SOUTH-SOUTHEAST OF THE WEST END OF A CULVERT EZ0972'UNDER THE HIGHWAY, EZ0972'24.6 METERS (80.8 FT) NORTHWEST OF A POWER POLE WITH A TRANSFORMER EZ0972'AND A REFERENCE TAG AT THE END OF A PROPERTY LINE, EZ0972'12.5 METERS (41.0 FT) WEST-SOUTHWEST OF THE CENTERLINE OF A EZ0972'T-INTERSECTION WITH BOURNEMOUTH DRIVE, AND EZ0972'30.0 METERS (98.3 FT) SOUTHEAST OF A CAPPED PIPE IN THE SOUTHEAST EZ0972'QUADRANT OF A T-INTERSECTION WITH PATRICK STREET. EZ0972' EZ0972'STATION IS NOT A BENCH MARK. EZ0972 EZ0972 STATION RECOVERY (1985) EZ0972 EZ0972'RECOVERY NOTE BY US POWER SQUADRON 1985 (JTS) EZ0972'RECOVERED IN GOOD CONDITION. EZ0972 EZ0972 STATION RECOVERY (1985) EZ0972 EZ0972'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 EZ0972'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS THE STATION IS EZ0972'LOCATED IN NORTH RALEIGH. ALONG SR 1829 (STRICKLAND ROAD), 1.1 KM EZ0972'0.7 KM SOUTHEAST FROM THE CROSSROADS AT SIX FORKS, IN THE SOUTHEAST EZ0972'QUADRANT OF THE INTERSECTION WITH PATRICK STREET, AND IN A YARD EZ0972'ACROSS FROM THE T-INTERSECTION WITH BOURNEMOUTH DRIVE. LOCATED 10.8 EZ0972'METERS (35.5 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 11.1 METERS EZ0972'(36.4 FT) SOUTH-SOUTHEAST OF THE WEST END OF A CULVERT UNDER THE EZ0972'HIGHWAY, 24.6 METERS (80.8 FT) NORTHWEST OF A POWER POLE WITH A EZ0972'TRANSFORMER AND A REFERENCE TAG AT THE END OF A PROPERTY LINE, 12.5 EZ0972'METERS (41.0 FT) WEST-SOUTHWEST OF THE CENTERLINE OF A T-INTERSECTION EZ0972'WITH BOURNEMOUTH DRIVE, AND 30.0 METERS (98.3 FT) SOUTHEAST OF A EZ0972'CAPPED PIPE IN THE SOUTHEAST QUADRANT OF A T-INTERSECTION WITH EZ0972'PATRICK STREET. EZ0972 EZ0972 STATION RECOVERY (1986) EZ0972 EZ0972'RECOVERY NOTE BY US POWER SQUADRON 1986 (PS) EZ0972'RECOVERED IN GOOD CONDITION. EZ0972 EZ0972 STATION RECOVERY (1987) EZ0972 EZ0972'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ0972'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2516 *********************************************************************** EZ2516 DESIGNATION - HUNTER EZ2516 PID - EZ2516 EZ2516 STATE/COUNTY- NC/WAKE EZ2516 USGS QUAD - RALEIGH EAST (1993) EZ2516 EZ2516 *CURRENT SURVEY CONTROL EZ2516 ___________________________________________________________________ EZ2516* NAD 83(1986)- 35 51 49.52970(N) 078 32 49.65096(W) ADJUSTED EZ2516* NAVD 88 - 89.618 (meters) 294.02 (feet) ADJUSTED EZ2516 ___________________________________________________________________ EZ2516 LAPLACE CORR- -7.93 (seconds) DEFLEC99 EZ2516 GEOID HEIGHT- -33.11 (meters) GEOID03 EZ2516 DYNAMIC HT - 89.540 (meters) 293.77 (feet) COMP EZ2516 MODELED GRAV- 979,769.7 (mgal) NAVD 88 EZ2516 EZ2516 HORZ ORDER - SECOND EZ2516 VERT ORDER - SECOND CLASS II EZ2516 EZ2516.The North Carolina HARNS have been completed but, EZ2516.due to contractual restrictions, coordinates for these stations EZ2516.will NOT be published in the near future. In the interim, the EZ2516.published coordinates in North Carolina will not be EZ2516.consistent with the Continuously Operating Reference Stations EZ2516.(CORS). The HARN coordinates for these stations are available EZ2516.upon request. Contact Gary Thompson(919-733-3836). EZ2516. EZ2516.In addition, the published North Carolina positions EZ2516.(NAD 83 (1986)) are NOT consistent with those determined in EZ2516.adjacent state readjustments. The discontinuity between stations EZ2516.located in North Carolina and those in adjacent states EZ2516.which have been adjusted to the HARN may be as much as 5 EZ2516.decimeters. This will result in a significant loss of accuracy EZ2516.over lines crossing such state borders. EZ2516 EZ2516 EZ2516.The horizontal coordinates were established by classical geodetic methods EZ2516.and adjusted by the National Geodetic Survey in July 1986. EZ2516 EZ2516.The orthometric height was determined by differential leveling EZ2516.and adjusted by the National Geodetic Survey in June 1991. EZ2516 EZ2516.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2516 EZ2516.The geoid height was determined by GEOID03. EZ2516 EZ2516.The dynamic height is computed by dividing the NAVD 88 EZ2516.geopotential number by the normal gravity value computed on the EZ2516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2516.degrees latitude (g = 980.6199 gals.). EZ2516 EZ2516.The modeled gravity was interpolated from observed gravity values. EZ2516 EZ2516; North East Units Scale Factor Converg. EZ2516;SPC NC - 234,577.790 650,501.170 MT 0.99992952 +0 15 41.0 EZ2516;SPC NC - 769,610.63 2,134,185.92 sFT 0.99992952 +0 15 41.0 EZ2516;UTM 17 - 3,971,615.804 721,472.786 MT 1.00020445 +1 26 15.5 EZ2516 EZ2516! - Elev Factor x Scale Factor = Combined Factor EZ2516!SPC NC - 0.99999113 x 0.99992952 = 0.99992065 EZ2516!UTM 17 - 0.99999113 x 1.00020445 = 1.00019558 EZ2516 EZ2516: Primary Azimuth Mark Grid Az EZ2516:SPC NC - MOLLIE 016 30 33.6 EZ2516:UTM 17 - MOLLIE 015 19 59.1 EZ2516 EZ2516|---------------------------------------------------------------------| EZ2516| PID Reference Object Distance Geod. Az | EZ2516| dddmmss.s | EZ2516| EZ2515 MOLLIE APPROX. 0.5 KM 0164614.6 | EZ2516|---------------------------------------------------------------------| EZ2516 EZ2516 SUPERSEDED SURVEY CONTROL EZ2516 EZ2516 NAD 27 - 35 51 48.99311(N) 078 32 50.64177(W) AD( ) 2 EZ2516 NGVD 29 (??/??/92) 89.895 (m) 294.93 (f) ADJ UNCH 2 2 EZ2516 EZ2516.Superseded values are not recommended for survey control. EZ2516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2516.See file dsdata.txt to determine how the superseded data were derived. EZ2516 EZ2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2147371616(NAD 83) EZ2516_MARKER: DE = TRAVERSE STATION DISK EZ2516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2516_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2516_STAMPING: HUNTER 1965 EZ2516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2516+STABILITY: SURFACE MOTION EZ2516 EZ2516 HISTORY - Date Condition Report By EZ2516 HISTORY - 1965 MONUMENTED NCGS EZ2516 HISTORY - 1976 GOOD NCGS EZ2516 EZ2516 STATION DESCRIPTION EZ2516 EZ2516'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ2516'HUNTER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2516'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ2516' EZ2516'HUNTER IS 7.55 MILES NE OF RALEIGH AND 3.3 MILES ENE OF EZ2516'MILLBROOK. LOCATED 2.6 MILES NE ALONG U.S. 401 FROM BRIDGE ON EZ2516'U.S. 1 OVER U.S. 401. 2.45 MILES NE OF NEW HOPE BAPTIST EZ2516'CHURCH. 0.35 MILES SW OF SR 2042. 0.7 MILES NE OF SR 2213 AND EZ2516'IN YARD OF OLD TWO STORY HOUSE ON E SIDE OF U.S. 401. EZ2516' EZ2516'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2516'HUNTER 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ2516'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2516' EZ2516'MARK IS EZ2516' EZ2516'99.8 FT E OF C/L OF U.S. 401 EZ2516' EZ2516'90.0 FT E OF YELLOW ARROW PAINTED ON U.S. 401 EZ2516' EZ2516'8.0 FT N OF 16 INCH HOLLY EZ2516' EZ2516'24.7 FT NE OF FENCE POST WITH ALUMINUM REF. TAG EZ2516' EZ2516'52.4 FT E OF 30 INCH OAK WITH ALUMINUM REF. TAG EZ2516' EZ2516'55.0 FT S OF 48 INCH OAK WITH ALUMINUM REF. TAG EZ2516' EZ2516'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ2516 EZ2516 STATION RECOVERY (1976) EZ2516 EZ2516'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2516'6.5 MI SW FROM ROLESVILLE. EZ2516'TO REACH STATION FROM THE US 401 UNDERPASS OF US 1 NORTHBOUND LANE IN EZ2516'NORTHEAST SECTION OF RALEIGH, PROCEED NORTHEAST ALONG US 401 FOR 2.45 EZ2516'MILES TO STATION ON RIGHT IN YARD OF SETH JONES 2 STORY WHITE FRAME EZ2516'RESTAURANT AND 0.35 MILE SW OF T INTERSECTION WITH SR 2042 (NW) AT EZ2516'BENTLEY WOODS SUBDIVISION. 99.8 FT. E OF C/L OF US 401, 8.0 FT. N OF EZ2516'16 INCH HOLLY WITH ALUMINUM REF. TAG, 52.4 FT. E OF 30 INCH OAK WITH EZ2516'ALUMINUM REF. TAG, AND 55.0 FT. S OF 48 INCH OAK WITH ALUMINUM REF. EZ2516'TAG. DISK IS SET IN CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF THE EZ2516'GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5431 *********************************************************************** EZ5431 DESIGNATION - HURST EZ5431 PID - EZ5431 EZ5431 STATE/COUNTY- NC/WAKE EZ5431 USGS QUAD - CARY (1993) EZ5431 EZ5431 *CURRENT SURVEY CONTROL EZ5431 ___________________________________________________________________ EZ5431* NAD 83(1986)- 35 49 42.65047(N) 078 52 23.70683(W) ADJUSTED EZ5431* NAVD 88 - 118.231 (meters) 387.90 (feet) ADJUSTED EZ5431 ___________________________________________________________________ EZ5431 LAPLACE CORR- -5.82 (seconds) DEFLEC99 EZ5431 GEOID HEIGHT- -31.86 (meters) GEOID03 EZ5431 DYNAMIC HT - 118.132 (meters) 387.57 (feet) COMP EZ5431 MODELED GRAV- 979,792.7 (mgal) NAVD 88 EZ5431 EZ5431 HORZ ORDER - SECOND EZ5431 VERT ORDER - SECOND CLASS II EZ5431 EZ5431.The North Carolina HARNS have been completed but, EZ5431.due to contractual restrictions, coordinates for these stations EZ5431.will NOT be published in the near future. In the interim, the EZ5431.published coordinates in North Carolina will not be EZ5431.consistent with the Continuously Operating Reference Stations EZ5431.(CORS). The HARN coordinates for these stations are available EZ5431.upon request. Contact Gary Thompson(919-733-3836). EZ5431. EZ5431.In addition, the published North Carolina positions EZ5431.(NAD 83 (1986)) are NOT consistent with those determined in EZ5431.adjacent state readjustments. The discontinuity between stations EZ5431.located in North Carolina and those in adjacent states EZ5431.which have been adjusted to the HARN may be as much as 5 EZ5431.decimeters. This will result in a significant loss of accuracy EZ5431.over lines crossing such state borders. EZ5431 EZ5431 EZ5431.The horizontal coordinates were established by classical geodetic methods EZ5431.and adjusted by the National Geodetic Survey in July 1986. EZ5431 EZ5431.The orthometric height was determined by differential leveling EZ5431.and adjusted by the National Geodetic Survey in December 2000. EZ5431 EZ5431.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5431 EZ5431.The geoid height was determined by GEOID03. EZ5431 EZ5431.The dynamic height is computed by dividing the NAVD 88 EZ5431.geopotential number by the normal gravity value computed on the EZ5431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ5431.degrees latitude (g = 980.6199 gals.). EZ5431 EZ5431.The modeled gravity was interpolated from observed gravity values. EZ5431 EZ5431; North East Units Scale Factor Converg. EZ5431;SPC NC - 230,581.531 621,053.103 MT 0.99992315 +0 04 23.4 EZ5431;SPC NC - 756,499.57 2,037,571.72 sFT 0.99992315 +0 04 23.4 EZ5431;UTM 17 - 3,967,016.021 692,106.876 MT 1.00005477 +1 14 43.1 EZ5431 EZ5431! - Elev Factor x Scale Factor = Combined Factor EZ5431!SPC NC - 0.99998644 x 0.99992315 = 0.99990960 EZ5431!UTM 17 - 0.99998644 x 1.00005477 = 1.00004121 EZ5431 EZ5431|---------------------------------------------------------------------| EZ5431| PID Reference Object Distance Geod. Az | EZ5431| dddmmss.s | EZ5431| AE7396 CARPENTER RESET 140.649 METERS 08655 | EZ5431| EZ5462 LOG 378.280 METERS 28357 | EZ5431|---------------------------------------------------------------------| EZ5431 EZ5431 SUPERSEDED SURVEY CONTROL EZ5431 EZ5431 NAD 27 - 35 49 42.11847(N) 078 52 24.68784(W) AD( ) 2 EZ5431 NAVD 88 (08/15/00) 118.23 (m) 387.9 (f) LEVELING 3 EZ5431 NGVD 29 (07/19/86) 118.5 (m) 389. (f) VERT ANG EZ5431 EZ5431.Superseded values are not recommended for survey control. EZ5431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5431.See file dsdata.txt to determine how the superseded data were derived. EZ5431 EZ5431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9210767016(NAD 83) EZ5431_MARKER: DH = HORIZONTAL CONTROL DISK EZ5431_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND EZ5431_STAMPING: HURST 1961 EZ5431_MARK LOGO: NCGS EZ5431_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ5431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ5431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5431+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1996 EZ5431 EZ5431 HISTORY - Date Condition Report By EZ5431 HISTORY - 1961 MONUMENTED NCGS EZ5431 HISTORY - 19941003 GOOD NCGS EZ5431 HISTORY - 19960624 GOOD NCGS EZ5431 EZ5431 STATION DESCRIPTION EZ5431 EZ5431'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ5431'HURST IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5431'IN THE VICINITY OF DURHAM, NORTH CAROLINA. EZ5431' EZ5431'HURST IS LOCATED APPROXIMATELY 0.5 MILES NNW OF CARPENTER, EZ5431'N.C. TO REACH STATION PROCEED FROM THE INTERSECTION OF SR 1633 EZ5431'AND NC 55 NORTH OF CARPENTER SOUTHEAST ON SR 1633 FOR 0.2 MILE EZ5431'TO STATION. THE STATION IS LOCATED IN THE SOUTHWEST CORNER OF EZ5431'YARD OF MR. J. HURST UNDER POWER LINE. EZ5431' EZ5431'STATION MARKER IS A PRECAST MONUMENT WITH A N.C. BRASS EZ5431'TRAVERSE DISK, STAMPED HURST 1961, WHICH IS 1 INCH BELOW THE EZ5431'SURFACE OF THE GROUND. EZ5431' EZ5431'MARK IS EZ5431' EZ5431'25.5 FT E OF C/L OF SR 1633 EZ5431' EZ5431'21.0 FT W OF PP WITH ALUMINUM REF. TAG IN MR. HURSTS YARD EZ5431' EZ5431'36.4 FT SE OF SOUTH CORNER OF HOUSE EZ5431' EZ5431'53.7 FT NE OF PP WEST OF SR 1633 WITH ALUMINUM REF. TAG EZ5431' EZ5431'15.5 FT S OF 3 FORK TREE WITH ALUMINUM REF. TAG EZ5431 EZ5431 STATION RECOVERY (1994) EZ5431 EZ5431'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (EWB) EZ5431'RECOVERED AS DESCRIBED. MARK IS LOCATED 25.5 FT (7.8 M) NORTHEAST OF EZ5431'THE CENTERLINE OF SR 1633, AND 21.8 FT (6.6 M) SOUTHWEST OF A POWER EZ5431'POLE WITH A REFERENCE TAG. EZ5431 EZ5431 STATION RECOVERY (1996) EZ5431 EZ5431'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG) EZ5431'UPDATE AS FOLLOWS--SR 1633 IS GOOD HOPE CHURCH ROAD. MARK IS 24.8 FT EZ5431'(7.6 M) NORTHEAST OF THE CENTERLINE OF SR 1633, 2.6 FT (0.8 M) EZ5431'WEST-SOUTHWEST OF A TELEPHONE PEDESTAL, AND 21.7 FT (6.6 M) SOUTHWEST EZ5431'OF A POWER POLE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5690 *********************************************************************** EZ5690 DESIGNATION - HYDRANT EZ5690 PID - EZ5690 EZ5690 STATE/COUNTY- NC/WAKE EZ5690 USGS QUAD - ZEBULON (1981) EZ5690 EZ5690 *CURRENT SURVEY CONTROL EZ5690 ___________________________________________________________________ EZ5690* NAD 83(1986)- 35 47 52.77460(N) 078 20 43.70107(W) ADJUSTED EZ5690* NAVD 88 - 74.8 (meters) 245. (feet) VERTCON EZ5690 ___________________________________________________________________ EZ5690 LAPLACE CORR- -4.16 (seconds) DEFLEC99 EZ5690 GEOID HEIGHT- -34.00 (meters) GEOID03 EZ5690 EZ5690 HORZ ORDER - SECOND EZ5690 EZ5690.The North Carolina HARNS have been completed but, EZ5690.due to contractual restrictions, coordinates for these stations EZ5690.will NOT be published in the near future. In the interim, the EZ5690.published coordinates in North Carolina will not be EZ5690.consistent with the Continuously Operating Reference Stations EZ5690.(CORS). The HARN coordinates for these stations are available EZ5690.upon request. Contact Gary Thompson(919-733-3836). EZ5690. EZ5690.In addition, the published North Carolina positions EZ5690.(NAD 83 (1986)) are NOT consistent with those determined in EZ5690.adjacent state readjustments. The discontinuity between stations EZ5690.located in North Carolina and those in adjacent states EZ5690.which have been adjusted to the HARN may be as much as 5 EZ5690.decimeters. This will result in a significant loss of accuracy EZ5690.over lines crossing such state borders. EZ5690 EZ5690 EZ5690.The horizontal coordinates were established by classical geodetic methods EZ5690.and adjusted by the National Geodetic Survey in January 1990. EZ5690 EZ5690.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5690 EZ5690.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5690 EZ5690.The geoid height was determined by GEOID03. EZ5690 EZ5690; North East Units Scale Factor Converg. EZ5690;SPC NC - 227,383.039 668,760.685 MT 0.99991793 +0 22 40.0 EZ5690;SPC NC - 746,005.85 2,194,092.35 sFT 0.99991793 +0 22 40.0 EZ5690;UTM 17 - 3,964,795.049 739,882.236 MT 1.00030913 +1 33 12.4 EZ5690 EZ5690! - Elev Factor x Scale Factor = Combined Factor EZ5690!SPC NC - 0.99999360 x 0.99991793 = 0.99991153 EZ5690!UTM 17 - 0.99999360 x 1.00030913 = 1.00030273 EZ5690 EZ5690: Primary Azimuth Mark Grid Az EZ5690:SPC NC - WHITLEY WAY 217 39 27.9 EZ5690:UTM 17 - WHITLEY WAY 216 28 55.5 EZ5690 EZ5690|---------------------------------------------------------------------| EZ5690| PID Reference Object Distance Geod. Az | EZ5690| dddmmss.s | EZ5690| EZ5709 TARPLEY 270.008 METERS 05207 | EZ5690| EZ5713 WHITLEY WAY APPROX. 1.1 KM 2180207.9 | EZ5690|---------------------------------------------------------------------| EZ5690 EZ5690 SUPERSEDED SURVEY CONTROL EZ5690 EZ5690 NGVD 29 (01/12/90) 75.1 (m) 246. (f) VERT ANG EZ5690 EZ5690.Superseded values are not recommended for survey control. EZ5690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5690.See file dsdata.txt to determine how the superseded data were derived. EZ5690 EZ5690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3988264795(NAD 83) EZ5690_MARKER: DE = TRAVERSE STATION DISK EZ5690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5690_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5690+STABILITY: SURFACE MOTION EZ5690_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ5690+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005 EZ5690 EZ5690 HISTORY - Date Condition Report By EZ5690 HISTORY - 1980 MONUMENTED NCGS EZ5690 HISTORY - 20050415 GOOD USPSQD EZ5690 EZ5690 STATION DESCRIPTION EZ5690 EZ5690'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EZ5690'THE STATION IS LOCATED APPROXIMATELY 1.7 MILES NORTHEAST OF WENDELL EZ5690'AND 2.5 MILES SOUTHWEST OF ZEBULON. EZ5690' EZ5690'TO REACH THE STATION FROM THE INTERSECTION OF US 64 BUSINESS WITH NC EZ5690'231 IN WENDELL, PROCEED NORTHEAST ALONG US 64 BUSINESS FOR 1.4 MILES EZ5690'TO STATION ON THE RIGHT, APPROXIMATELY 150 FEET SOUTHWEST OF THE EZ5690'NORTHEAST CORNER OF WOODS AND 0.25 MILE SOUTHWEST OF THE BRIDGE OVER EZ5690'LITTLE RIVER. EZ5690' EZ5690'STATION MARK IS A STANDARD DISK STAMPED---HYDRANT 1980---SET IN TOP OF EZ5690'A 10 INCH CONCRETE CYLINDER, 2 INCHES BELOW GROUND SURFACE. THE MARK EZ5690'IS 37.7 FEET SOUTHEAST OF THE CENTERLINE OF US 64 BUSINESS, 91.7 FEET EZ5690'EAST OF FIRE HYDRANT AND 13.3 FEET NORTHWEST OF POWER POLE NO. 671, EZ5690'44.7 FEET WEST-NORTHWEST OF 15 INCH PINE, 51.7 FEET NORTH OF 15 INCH EZ5690'PINE ALL WITH REFERENCE TAGS. EZ5690 EZ5690 STATION RECOVERY (2005) EZ5690 EZ5690'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ5690'N 35 47.881 EZ5690'W 078 20.728 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5126 *********************************************************************** EZ5126 DESIGNATION - INSURANCE EZ5126 PID - EZ5126 EZ5126 STATE/COUNTY- NC/WAKE EZ5126 USGS QUAD - RALEIGH WEST (1988) EZ5126 EZ5126 *CURRENT SURVEY CONTROL EZ5126 ___________________________________________________________________ EZ5126* NAD 83(1986)- 35 46 33.18358(N) 078 38 22.83045(W) ADJUSTED EZ5126* NAVD 88 - 162.8 (meters) 534. (feet) VERT ANG EZ5126 ___________________________________________________________________ EZ5126 LAPLACE CORR- -7.42 (seconds) DEFLEC99 EZ5126 GEOID HEIGHT- -32.92 (meters) GEOID03 EZ5126 EZ5126 HORZ ORDER - SECOND EZ5126 EZ5126.The North Carolina HARNS have been completed but, EZ5126.due to contractual restrictions, coordinates for these stations EZ5126.will NOT be published in the near future. In the interim, the EZ5126.published coordinates in North Carolina will not be EZ5126.consistent with the Continuously Operating Reference Stations EZ5126.(CORS). The HARN coordinates for these stations are available EZ5126.upon request. Contact Gary Thompson(919-733-3836). EZ5126. EZ5126.In addition, the published North Carolina positions EZ5126.(NAD 83 (1986)) are NOT consistent with those determined in EZ5126.adjacent state readjustments. The discontinuity between stations EZ5126.located in North Carolina and those in adjacent states EZ5126.which have been adjusted to the HARN may be as much as 5 EZ5126.decimeters. This will result in a significant loss of accuracy EZ5126.over lines crossing such state borders. EZ5126 EZ5126 EZ5126.The horizontal coordinates were established by classical geodetic methods EZ5126.and adjusted by the National Geodetic Survey in July 1986. EZ5126 EZ5126.The orthometric height was determined by vertical angle observations. EZ5126 EZ5126.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5126 EZ5126.The geoid height was determined by GEOID03. EZ5126 EZ5126; North East Units Scale Factor Converg. EZ5126;SPC NC - 224,794.273 642,178.251 MT 0.99991433 +0 12 28.7 EZ5126;SPC NC - 737,512.54 2,106,879.81 sFT 0.99991433 +0 12 28.7 EZ5126;UTM 17 - 3,961,661.174 713,350.003 MT 1.00016093 +1 22 49.5 EZ5126 EZ5126! - Elev Factor x Scale Factor = Combined Factor EZ5126!SPC NC - 0.99997961 x 0.99991433 = 0.99989394 EZ5126!UTM 17 - 0.99997961 x 1.00016093 = 1.00014054 EZ5126 EZ5126: Primary Azimuth Mark Grid Az EZ5126:SPC NC - WENDELL RAD STA WETC EAST MAST 061 19 39.6 EZ5126:UTM 17 - WENDELL RAD STA WETC EAST MAST 060 09 18.8 EZ5126 EZ5126|---------------------------------------------------------------------| EZ5126| PID Reference Object Distance Geod. Az | EZ5126| dddmmss.s | EZ5126| EZ4452 WENDELL RAD STA WETC WEST MAST APPROX.21.4 KM 0602935.2 | EZ5126| EZ4451 WENDELL RAD STA WETC EAST MAST APPROX.21.5 KM 0613208.3 | EZ5126|---------------------------------------------------------------------| EZ5126 EZ5126 SUPERSEDED SURVEY CONTROL EZ5126 EZ5126 NAD 27 - 35 46 32.64064(N) 078 38 23.81812(W) AD( ) 2 EZ5126 NGVD 29 (07/19/86) 163.1 (m) 535. (f) VERT ANG EZ5126 EZ5126.Superseded values are not recommended for survey control. EZ5126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5126.See file dsdata.txt to determine how the superseded data were derived. EZ5126 EZ5126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1335061661(NAD 83) EZ5126_MARKER: DH = HORIZONTAL CONTROL DISK EZ5126_SETTING: 0 = UNSPECIFIED SETTING EZ5126_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EZ5126_STAMPING: INSURANCE 1964 EZ5126_MARK LOGO: NCGS EZ5126_MAGNETIC: N = NO MAGNETIC MATERIAL EZ5126_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ5126 EZ5126 HISTORY - Date Condition Report By EZ5126 HISTORY - 1964 MONUMENTED NCGS EZ5126 HISTORY - 19860101 GOOD NCGS EZ5126 EZ5126 STATION DESCRIPTION EZ5126 EZ5126'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1964 EZ5126'STATION IS LOCATED ON THE ROOF OF THE HIGHEST PORTION OF THE EZ5126'INSURANCE BUILDING (BUILT BY DURHAM LIFE INSURANCE CO.) WHICH EZ5126'OCCUPIES THE SOUTHERN THIRD OF THE BLOCK BORDERED BY FAYETTEVILLE, EZ5126'W. DAVIE, S. SALISBURY AND W. MARTIN STREETS IN THE CENTER OF EZ5126'DOWNTOWN RALEIGH. EZ5126' EZ5126'THE STATION IS A N. C. GEODETIC SURVEY TRIANGULATION-TRAVERSE EZ5126'BRASS DISK STAMPED INSURANCE 1964 SET IN THE TOP OF A EZ5126'12-INCH SQUARE CONCRETE BLOCK WHICH IS SET ON THE CONCRETE ROOF EZ5126'AND PROJECTS ABOUT 2 INCHES ABOVE THE SURFACE OF THE EZ5126'ASPHALT-GRAVEL TOP COVERING. THE MARK IS IN THE NW CORNER OF THE EZ5126'ROOF, 9,300 FEET SE OF NW INSIDE CORNER OF PARAPET, EZ5126'29.260 FEET SW OF NE INSIDE CORNER OF PARAPET, 23.890 FEET NW OF EZ5126'NW CORNER OF BRICK CHIMNEY, 26.610 FEET NE OF SW INSIDE EZ5126'CORNER OF PARAPET, 5.230 FEET S OF TOP INSIDE EDGE OF N. EZ5126'PARAPET AND 27.300 FEET WNW OF CENTER OF 8-INCH FLAGPOLE AT EZ5126'BASE. EZ5126' EZ5126'STATION HAS GOOD CLEAR VIEW AROUND THE HORIZON AND THE PARAPET EZ5126'IS LOW. THEODOLITE MAY BE USED ON ITS OWN TRIPOD. EZ5126 EZ5126 STATION RECOVERY (1986) EZ5126 EZ5126'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ5126'RECOVERED AS DESCRIBED. MARK WAS RAISED 10 CM AT THIS TIME AND WAS EZ5126'COLLIMATED WITH TARGET OPTICAL PLUMMET FROM ORIGINAL DISK. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6558 *********************************************************************** EZ6558 DESIGNATION - INTEGON EZ6558 PID - EZ6558 EZ6558 STATE/COUNTY- NC/WAKE EZ6558 USGS QUAD - RALEIGH WEST (1988) EZ6558 EZ6558 *CURRENT SURVEY CONTROL EZ6558 ___________________________________________________________________ EZ6558* NAD 83(1986)- 35 49 01.99538(N) 078 39 44.21316(W) ADJUSTED EZ6558* NAVD 88 - 76.9 (meters) 252. (feet) VERTCON EZ6558 ___________________________________________________________________ EZ6558 LAPLACE CORR- -7.12 (seconds) DEFLEC99 EZ6558 GEOID HEIGHT- -32.72 (meters) GEOID03 EZ6558 EZ6558 HORZ ORDER - SECOND EZ6558 EZ6558.The North Carolina HARNS have been completed but, EZ6558.due to contractual restrictions, coordinates for these stations EZ6558.will NOT be published in the near future. In the interim, the EZ6558.published coordinates in North Carolina will not be EZ6558.consistent with the Continuously Operating Reference Stations EZ6558.(CORS). The HARN coordinates for these stations are available EZ6558.upon request. Contact Gary Thompson(919-733-3836). EZ6558. EZ6558.In addition, the published North Carolina positions EZ6558.(NAD 83 (1986)) are NOT consistent with those determined in EZ6558.adjacent state readjustments. The discontinuity between stations EZ6558.located in North Carolina and those in adjacent states EZ6558.which have been adjusted to the HARN may be as much as 5 EZ6558.decimeters. This will result in a significant loss of accuracy EZ6558.over lines crossing such state borders. EZ6558 EZ6558 EZ6558.The horizontal coordinates were established by classical geodetic methods EZ6558.and adjusted by the National Geodetic Survey in December 1992. EZ6558 EZ6558.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6558 EZ6558.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6558 EZ6558.The geoid height was determined by GEOID03. EZ6558 EZ6558; North East Units Scale Factor Converg. EZ6558;SPC NC - 229,373.197 640,118.817 MT 0.99992119 +0 11 41.7 EZ6558;SPC NC - 752,535.23 2,100,123.15 sFT 0.99992119 +0 11 41.7 EZ6558;UTM 17 - 3,966,198.055 711,196.751 MT 1.00014966 +1 22 06.8 EZ6558 EZ6558! - Elev Factor x Scale Factor = Combined Factor EZ6558!SPC NC - 0.99999306 x 0.99992119 = 0.99991425 EZ6558!UTM 17 - 0.99999306 x 1.00014966 = 1.00014272 EZ6558 EZ6558 SUPERSEDED SURVEY CONTROL EZ6558 EZ6558 NGVD 29 (12/28/92) 77.2 (m) 253. (f) VERT ANG EZ6558 EZ6558.Superseded values are not recommended for survey control. EZ6558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6558.See file dsdata.txt to determine how the superseded data were derived. EZ6558 EZ6558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1119766198(NAD 83) EZ6558_MARKER: DE = TRAVERSE STATION DISK EZ6558_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN EZ6558+WITH SETTING: PAVEMENT EZ6558_MAGNETIC: N = NO MAGNETIC MATERIAL EZ6558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6558+STABILITY: SURFACE MOTION EZ6558 EZ6558 HISTORY - Date Condition Report By EZ6558 HISTORY - 1983 MONUMENTED NCGS EZ6558 EZ6558 STATION DESCRIPTION EZ6558 EZ6558'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG) EZ6558'THE STATION IS LOCATED ABOUT 4.5 KM (2.8 MI) EZ6558'NORTH-NORTHWEST OF THE STATE CAPITOL IN RALEIGH. EZ6558' EZ6558'TO REACH THE STATION FROM THE GLENWOOD AVENUE UNDERPASS OF US 1 AND EZ6558'US 64 GO SOUTHEAST FOR 2.1 KM (1.3 MI) ON GLENWOOD AVENUE TO EZ6558'INTERSECTION OF LAKE BOONE TRAIL, STATION IS IN SOUTHWEST QUADRANT EZ6558'IN SIDEWALK ON WEST SIDE OF SERVICE ROAD TO GLENWOOD VILLAGE. EZ6558' EZ6558'THE STATION IS A STANDARD NCGS DISK EZ6558'STAMPED---INTEGON 1983---, EZ6558'SET INTO DRILLED HOLE EZ6558'6.92 METERS (22.7 FT) SOUTHWEST FROM THE CENTERLINE OF SERVICE ROAD, EZ6558'17.50 METERS (57.4 FT) SOUTH-SOUTHEAST FROM THE CENTERLINE EZ6558'INTERSECTION OF LAKE BOONE TRAIL SERVICE ROAD, EZ6558'2.7 METERS (8.9 FT) NORTH FROM A 20 INCH OAK, EZ6558'9.45 METERS (31.0 FT) SOUTHEAST FROM A SERVICE POLE WITH LAMP AND EZ6558'REFERENCE TAG, EZ6558'19.90 METERS (65.3 FT) NORTH FROM THE NORTH CORNER OF 2615 GLENWOOD EZ6558'AVENUE OFFICE BUILDING AND EZ6558'13.75 METERS (45.1 FT) NORTHWEST FROM THE NORTH END OF CULVERT EZ6558'UNDER DRIVE TO 2615 GLENWOOD AVENUE. EZ6558' EZ6558'THE MARK IS LEVEL WITH THE ROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4405 *********************************************************************** EZ4405 DESIGNATION - INTERSECTION EZ4405 PID - EZ4405 EZ4405 STATE/COUNTY- NC/WAKE EZ4405 USGS QUAD - ZEBULON (1981) EZ4405 EZ4405 *CURRENT SURVEY CONTROL EZ4405 ___________________________________________________________________ EZ4405* NAD 83(1986)- 35 49 06.13804(N) 078 16 07.21469(W) ADJUSTED EZ4405* NAVD 88 - 88.1 (meters) 289. (feet) VERTCON EZ4405 ___________________________________________________________________ EZ4405 LAPLACE CORR- -2.65 (seconds) DEFLEC99 EZ4405 GEOID HEIGHT- -34.12 (meters) GEOID03 EZ4405 EZ4405 HORZ ORDER - SECOND EZ4405 EZ4405.The North Carolina HARNS have been completed but, EZ4405.due to contractual restrictions, coordinates for these stations EZ4405.will NOT be published in the near future. In the interim, the EZ4405.published coordinates in North Carolina will not be EZ4405.consistent with the Continuously Operating Reference Stations EZ4405.(CORS). The HARN coordinates for these stations are available EZ4405.upon request. Contact Gary Thompson(919-733-3836). EZ4405. EZ4405.In addition, the published North Carolina positions EZ4405.(NAD 83 (1986)) are NOT consistent with those determined in EZ4405.adjacent state readjustments. The discontinuity between stations EZ4405.located in North Carolina and those in adjacent states EZ4405.which have been adjusted to the HARN may be as much as 5 EZ4405.decimeters. This will result in a significant loss of accuracy EZ4405.over lines crossing such state borders. EZ4405 EZ4405 EZ4405.The horizontal coordinates were established by classical geodetic methods EZ4405.and adjusted by the National Geodetic Survey in July 1986. EZ4405 EZ4405.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4405 EZ4405.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4405 EZ4405.The geoid height was determined by GEOID03. EZ4405 EZ4405; North East Units Scale Factor Converg. EZ4405;SPC NC - 229,692.382 675,685.638 MT 0.99992138 +0 25 19.6 EZ4405;SPC NC - 753,582.42 2,216,811.96 sFT 0.99992138 +0 25 19.6 EZ4405;UTM 17 - 3,967,247.084 746,761.136 MT 1.00035039 +1 35 57.2 EZ4405 EZ4405! - Elev Factor x Scale Factor = Combined Factor EZ4405!SPC NC - 0.99999153 x 0.99992138 = 0.99991291 EZ4405!UTM 17 - 0.99999153 x 1.00035039 = 1.00034191 EZ4405 EZ4405 SUPERSEDED SURVEY CONTROL EZ4405 EZ4405 NAD 27 - 35 49 05.58123(N) 078 16 08.22233(W) AD( ) 2 EZ4405 NGVD 29 (07/19/86) 88.4 (m) 290. (f) VERT ANG EZ4405 EZ4405.Superseded values are not recommended for survey control. EZ4405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4405.See file dsdata.txt to determine how the superseded data were derived. EZ4405 EZ4405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4676167247(NAD 83) EZ4405_MARKER: DE = TRAVERSE STATION DISK EZ4405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4405_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4405_STAMPING: INTERSECTION 1969 EZ4405_MARK LOGO: NCGS EZ4405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4405+STABILITY: SURFACE MOTION EZ4405 EZ4405 HISTORY - Date Condition Report By EZ4405 HISTORY - 1969 MONUMENTED NCGS EZ4405 HISTORY - 1972 GOOD NCGS EZ4405 HISTORY - 1978 MARK NOT FOUND NCGS EZ4405 EZ4405 STATION DESCRIPTION EZ4405 EZ4405'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ4405'INTERSECTION IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ4405'ESTABLISHED IN THE VICINITY OF ZEBULON, NORTH CAROLINA. EZ4405' EZ4405'INTERSECTION IS LOCATED APPROXIMATELY 2.8 MILES ESE OF EZ4405'ZEBULON. TO REACH STATION PROCEED FROM THE INTERSECTION OF EZ4405'U.S. 64 AND NC 96 IN ZEBULON, GO EAST ON U.S. 64 FOR 0.05 MILE EZ4405'TO INTERSECTION OF U.S. 64 AND U.S. 264, TURN RIGHT (EAST) ON EZ4405'U.S. 264 FOR 1.2 MILES TO INTERSECTION OF U.S. 264 AND NC 97, EZ4405'TURN RIGHT ON U.S. 264 FOR 1.6 MILES TO INTERSECTION OF U.S. 264 EZ4405'AND NC 39. STATION IS IN THE MIDDLE OF THE SOUTH SIDE OF THE EZ4405'NORTHEAST TRIANGLE. EZ4405' EZ4405'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ4405'INTERSECTION 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE EZ4405'TOP OF WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EZ4405' EZ4405'MARK IS EZ4405' EZ4405'65.1 FT SE OF STOP SIGN WITH ALUMINUM REF. TAG EZ4405' EZ4405'38.8 FT NNE OF STOP SIGN WITH ALUMINUM REF. TAG EZ4405' EZ4405'32.5 FT WNW OF STOP SIGN WITH ALUMINUM REF. TAG EZ4405' EZ4405'19.4 FT SE OF STORM DRAIN EZ4405' EZ4405'17.2 FT NE OF C/L OF U.S. 264 EZ4405' EZ4405'39.8 FT E OF INTERSECTION OF U.S. 264 AND NC 39 EZ4405' EZ4405'107.6 FT WSW OF PP WITH ALUMINUM REF. TAG EZ4405' EZ4405'46.8 FT SE OF C/L OF NC 39 EZ4405 EZ4405 STATION RECOVERY (1972) EZ4405 EZ4405'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ4405'STATION FOUND IN GOOD CONDITION EZ4405 EZ4405 STATION RECOVERY (1978) EZ4405 EZ4405'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (HGG) EZ4405'THE STATION WAS SEARCHED FOR BUT NOT FOUND, PROBABLY DESTROYED BY EZ4405'HIGHWAY CONSTRUCTION. ALL REFERENCES ARE GONE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5163 *********************************************************************** EZ5163 DESIGNATION - IPI EZ5163 PID - EZ5163 EZ5163 STATE/COUNTY- NC/WAKE EZ5163 USGS QUAD - RALEIGH WEST (1988) EZ5163 EZ5163 *CURRENT SURVEY CONTROL EZ5163 ___________________________________________________________________ EZ5163* NAD 83(1986)- 35 51 42.64969(N) 078 42 38.67326(W) ADJUSTED EZ5163* NAVD 88 - 126.8 (meters) 416. (feet) VERTCON EZ5163 ___________________________________________________________________ EZ5163 LAPLACE CORR- -7.33 (seconds) DEFLEC99 EZ5163 GEOID HEIGHT- -32.40 (meters) GEOID03 EZ5163 EZ5163 HORZ ORDER - SECOND EZ5163 EZ5163.The North Carolina HARNS have been completed but, EZ5163.due to contractual restrictions, coordinates for these stations EZ5163.will NOT be published in the near future. In the interim, the EZ5163.published coordinates in North Carolina will not be EZ5163.consistent with the Continuously Operating Reference Stations EZ5163.(CORS). The HARN coordinates for these stations are available EZ5163.upon request. Contact Gary Thompson(919-733-3836). EZ5163. EZ5163.In addition, the published North Carolina positions EZ5163.(NAD 83 (1986)) are NOT consistent with those determined in EZ5163.adjacent state readjustments. The discontinuity between stations EZ5163.located in North Carolina and those in adjacent states EZ5163.which have been adjusted to the HARN may be as much as 5 EZ5163.decimeters. This will result in a significant loss of accuracy EZ5163.over lines crossing such state borders. EZ5163 EZ5163 EZ5163.The horizontal coordinates were established by classical geodetic methods EZ5163.and adjusted by the National Geodetic Survey in July 1986. EZ5163 EZ5163.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5163 EZ5163.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5163 EZ5163.The geoid height was determined by GEOID03. EZ5163 EZ5163; North East Units Scale Factor Converg. EZ5163;SPC NC - 234,310.522 635,725.262 MT 0.99992917 +0 10 01.0 EZ5163;SPC NC - 768,733.77 2,085,708.63 sFT 0.99992917 +0 10 01.0 EZ5163;UTM 17 - 3,971,045.346 706,701.990 MT 1.00012650 +1 20 29.8 EZ5163 EZ5163! - Elev Factor x Scale Factor = Combined Factor EZ5163!SPC NC - 0.99998518 x 0.99992917 = 0.99991435 EZ5163!UTM 17 - 0.99998518 x 1.00012650 = 1.00011168 EZ5163 EZ5163: Primary Azimuth Mark Grid Az EZ5163:SPC NC - GLEN 130 11 39.5 EZ5163:UTM 17 - GLEN 129 01 10.7 EZ5163 EZ5163|---------------------------------------------------------------------| EZ5163| PID Reference Object Distance Geod. Az | EZ5163| dddmmss.s | EZ5163| EZ5124 GLEN APPROX. 1.6 KM 1302140.5 | EZ5163|---------------------------------------------------------------------| EZ5163 EZ5163 SUPERSEDED SURVEY CONTROL EZ5163 EZ5163 NAD 27 - 35 51 42.11793(N) 078 42 39.65593(W) AD( ) 2 EZ5163 NGVD 29 (07/19/86) 127.1 (m) 417. (f) VERT ANG EZ5163 EZ5163.Superseded values are not recommended for survey control. EZ5163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5163.See file dsdata.txt to determine how the superseded data were derived. EZ5163 EZ5163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0670271045(NAD 83) EZ5163_MARKER: DE = TRAVERSE STATION DISK EZ5163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5163_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5163_STAMPING: IPI 1961 EZ5163_MARK LOGO: NCGS EZ5163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5163+STABILITY: SURFACE MOTION EZ5163 EZ5163 HISTORY - Date Condition Report By EZ5163 HISTORY - 1961 MONUMENTED NCGS EZ5163 EZ5163 STATION DESCRIPTION EZ5163 EZ5163'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ5163'IPI IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5163'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5163' EZ5163'IPI IS 7.0 MILES NNW OF RALEIGH. PROCEED WEST ON U.S. 70 FOR EZ5163'5.3 MILES TO BRIDGE OVER CRABTREE CREEK. CONTINUE ON U.S. 70 EZ5163'WEST FOR 2.8 MILES TO STATION DIRECTLY IN FRONT OF IMPORTED EZ5163'PARTS INCORPORATED. STATION IS IN THE MEDIAN 6.2 FEET S OF EZ5163'EDGE OF W LANE OF U.S. 70. EZ5163' EZ5163'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5163'IPI 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5163'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EZ5163' EZ5163'MARK IS EZ5163' EZ5163'90.4 FT SW OF 3 LEAD NAILS IN PP ON N SIDE OF HIGHWAY EZ5163' EZ5163'300.0 FT E OF INTERSECTION OF U.S. 70 AND SR 1664 EZ5163' EZ5163'6.5 FT S OF HIGHWAY STATION 390+00 IMPRESSED IN CONCRETE EZ5163'ON W LANE OF HIGHWAY 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5164 *********************************************************************** EZ5164 DESIGNATION - IPI 2 EZ5164 PID - EZ5164 EZ5164 STATE/COUNTY- NC/WAKE EZ5164 USGS QUAD - RALEIGH WEST (1988) EZ5164 EZ5164 *CURRENT SURVEY CONTROL EZ5164 ___________________________________________________________________ EZ5164* NAD 83(1986)- 35 51 42.67176(N) 078 42 38.64836(W) ADJUSTED EZ5164* NAVD 88 - 126.9 (meters) 416. (feet) VERTCON EZ5164 ___________________________________________________________________ EZ5164 LAPLACE CORR- -7.33 (seconds) DEFLEC99 EZ5164 GEOID HEIGHT- -32.40 (meters) GEOID03 EZ5164 EZ5164 HORZ ORDER - SECOND EZ5164 EZ5164.The North Carolina HARNS have been completed but, EZ5164.due to contractual restrictions, coordinates for these stations EZ5164.will NOT be published in the near future. In the interim, the EZ5164.published coordinates in North Carolina will not be EZ5164.consistent with the Continuously Operating Reference Stations EZ5164.(CORS). The HARN coordinates for these stations are available EZ5164.upon request. Contact Gary Thompson(919-733-3836). EZ5164. EZ5164.In addition, the published North Carolina positions EZ5164.(NAD 83 (1986)) are NOT consistent with those determined in EZ5164.adjacent state readjustments. The discontinuity between stations EZ5164.located in North Carolina and those in adjacent states EZ5164.which have been adjusted to the HARN may be as much as 5 EZ5164.decimeters. This will result in a significant loss of accuracy EZ5164.over lines crossing such state borders. EZ5164 EZ5164 EZ5164.The horizontal coordinates were established by classical geodetic methods EZ5164.and adjusted by the National Geodetic Survey in July 1986. EZ5164 EZ5164.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5164 EZ5164.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5164 EZ5164.The geoid height was determined by GEOID03. EZ5164 EZ5164; North East Units Scale Factor Converg. EZ5164;SPC NC - 234,311.204 635,725.884 MT 0.99992917 +0 10 01.0 EZ5164;SPC NC - 768,736.01 2,085,710.67 sFT 0.99992917 +0 10 01.0 EZ5164;UTM 17 - 3,971,046.041 706,702.598 MT 1.00012651 +1 20 29.8 EZ5164 EZ5164! - Elev Factor x Scale Factor = Combined Factor EZ5164!SPC NC - 0.99998516 x 0.99992917 = 0.99991433 EZ5164!UTM 17 - 0.99998516 x 1.00012651 = 1.00011167 EZ5164 EZ5164 SUPERSEDED SURVEY CONTROL EZ5164 EZ5164 NAD 27 - 35 51 42.13987(N) 078 42 39.63069(W) AD( ) 2 EZ5164 NGVD 29 (07/19/86) 127.2 (m) 417. (f) VERT ANG EZ5164 EZ5164.Superseded values are not recommended for survey control. EZ5164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5164.See file dsdata.txt to determine how the superseded data were derived. EZ5164 EZ5164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0670371046(NAD 83) EZ5164_MARKER: DE = TRAVERSE STATION DISK EZ5164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5164_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5164_STAMPING: IPI 2 1968 EZ5164_MARK LOGO: NCGS EZ5164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5164+STABILITY: SURFACE MOTION EZ5164 EZ5164 HISTORY - Date Condition Report By EZ5164 HISTORY - 1968 MONUMENTED NCGS EZ5164 HISTORY - 1973 SEE DESCRIPTION NCGS EZ5164 EZ5164 STATION DESCRIPTION EZ5164 EZ5164'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EZ5164'IPI 2 IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5164'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5164' EZ5164'IPI 2 IS LOCATED APPROXIMATELY 7.0 MILES NNW OF RALEIGH. TO EZ5164'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 64 AND U.S. EZ5164'1 BYPASS WITH U.S. 70, GO NORTHWEST ON U.S. 70 FOR 3.05 MILES EZ5164'TO STATION. WHICH IS IN THE MEDIAN ON SOUTHWEST SHOULDER OF EZ5164'U.S. 70 WEST BOUND LANE, DIRECTLY IN FRONT OF IMPORTED PARTS EZ5164'INCORPORATED, ACROSS EAST BOUND LANE FROM GAS PUMPS FOR H. B. EZ5164'HOUSE TEXACO STATION, AND 0.1 MILE SOUTHEAST OF INTERSECTION OF EZ5164'SR 1664 AND U.S. 70. EZ5164' EZ5164'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5164'IPI 2 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5164'WHICH IS 5 INCHES BELOW THE SURFACE OF THE GROUND. EZ5164' EZ5164'MARK IS EZ5164' EZ5164'3.4 FT SW OF SW EDGE OF W BOUND LANE OF U.S. 70 EZ5164' EZ5164'27.0 FT NE OF NE EDGE OF E BOUND LANE OF U.S. 70 EZ5164' EZ5164'60.9 FT NW OF 4X4 POST WITH ONE WAY SIGN ON SW SHOULDER OF EZ5164'W BOUND LANE, AND WITH ALUMINUM REF. TAG EZ5164' EZ5164'69.4 FT NW OF 4X4 POST WITH ONE WAY SIGN ON NE SHOULDER OF E EZ5164'BOUND LANE, AND WITH ALUMINUM REF. TAG EZ5164' EZ5164'28.9 FT SE OF 4X4 POST WITH ONE WAY SIGN ON SW SHOULDER OF W EZ5164'BOUND LANE, AND WITH ALUMINUM REF. TAG EZ5164 EZ5164 STATION RECOVERY (1973) EZ5164 EZ5164'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EZ5164'DESTROYED BY ROAD CONSTRUCTION. EZ5164' EZ5164'I.P.I. 3 1972 PLACED IN VICINITY 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0950 *********************************************************************** EZ0950 DESIGNATION - IPI 3 EZ0950 PID - EZ0950 EZ0950 STATE/COUNTY- NC/WAKE EZ0950 USGS QUAD - RALEIGH WEST (1988) EZ0950 EZ0950 *CURRENT SURVEY CONTROL EZ0950 ___________________________________________________________________ EZ0950* NAD 83(1986)- 35 51 42.22656(N) 078 42 38.32249(W) ADJUSTED EZ0950* NAVD 88 - 126.874 (meters) 416.25 (feet) ADJUSTED EZ0950 ___________________________________________________________________ EZ0950 LAPLACE CORR- -7.33 (seconds) DEFLEC99 EZ0950 GEOID HEIGHT- -32.41 (meters) GEOID03 EZ0950 DYNAMIC HT - 126.767 (meters) 415.90 (feet) COMP EZ0950 MODELED GRAV- 979,784.4 (mgal) NAVD 88 EZ0950 EZ0950 HORZ ORDER - SECOND EZ0950 VERT ORDER - SECOND CLASS 0 EZ0950 EZ0950.The North Carolina HARNS have been completed but, EZ0950.due to contractual restrictions, coordinates for these stations EZ0950.will NOT be published in the near future. In the interim, the EZ0950.published coordinates in North Carolina will not be EZ0950.consistent with the Continuously Operating Reference Stations EZ0950.(CORS). The HARN coordinates for these stations are available EZ0950.upon request. Contact Gary Thompson(919-733-3836). EZ0950. EZ0950.In addition, the published North Carolina positions EZ0950.(NAD 83 (1986)) are NOT consistent with those determined in EZ0950.adjacent state readjustments. The discontinuity between stations EZ0950.located in North Carolina and those in adjacent states EZ0950.which have been adjusted to the HARN may be as much as 5 EZ0950.decimeters. This will result in a significant loss of accuracy EZ0950.over lines crossing such state borders. EZ0950 EZ0950 EZ0950.The horizontal coordinates were established by classical geodetic methods EZ0950.and adjusted by the National Geodetic Survey in July 1986. EZ0950 EZ0950.The orthometric height was determined by differential leveling EZ0950.and adjusted by the National Geodetic Survey in June 1991. EZ0950 EZ0950.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0950 EZ0950.The geoid height was determined by GEOID03. EZ0950 EZ0950.The dynamic height is computed by dividing the NAVD 88 EZ0950.geopotential number by the normal gravity value computed on the EZ0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0950.degrees latitude (g = 980.6199 gals.). EZ0950 EZ0950.The modeled gravity was interpolated from observed gravity values. EZ0950 EZ0950; North East Units Scale Factor Converg. EZ0950;SPC NC - 234,297.507 635,734.099 MT 0.99992915 +0 10 01.2 EZ0950;SPC NC - 768,691.07 2,085,737.62 sFT 0.99992915 +0 10 01.2 EZ0950;UTM 17 - 3,971,032.512 706,711.094 MT 1.00012655 +1 20 29.9 EZ0950 EZ0950! - Elev Factor x Scale Factor = Combined Factor EZ0950!SPC NC - 0.99998517 x 0.99992915 = 0.99991432 EZ0950!UTM 17 - 0.99998517 x 1.00012655 = 1.00011172 EZ0950 EZ0950: Primary Azimuth Mark Grid Az EZ0950:SPC NC - GLEN 2 129 29 29.0 EZ0950:UTM 17 - GLEN 2 128 19 00.3 EZ0950 EZ0950|---------------------------------------------------------------------| EZ0950| PID Reference Object Distance Geod. Az | EZ0950| dddmmss.s | EZ0950| EZ0951 GLEN 2 APPROX. 1.6 KM 1293930.2 | EZ0950|---------------------------------------------------------------------| EZ0950 EZ0950 SUPERSEDED SURVEY CONTROL EZ0950 EZ0950 NAD 27 - 35 51 41.69395(N) 078 42 39.30525(W) AD( ) 2 EZ0950 NGVD 29 (??/??/92) 127.143 (m) 417.13 (f) ADJ UNCH 2 0 EZ0950 EZ0950.Superseded values are not recommended for survey control. EZ0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0950.See file dsdata.txt to determine how the superseded data were derived. EZ0950 EZ0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0671171033(NAD 83) EZ0950_MARKER: DE = TRAVERSE STATION DISK EZ0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0950_STAMPING: IPI 3 1972 EZ0950_MARK LOGO: NCGS EZ0950_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0950+STABILITY: SURFACE MOTION EZ0950 EZ0950 HISTORY - Date Condition Report By EZ0950 HISTORY - 1973 MONUMENTED NCGS EZ0950 HISTORY - 1973 GOOD NCGS EZ0950 HISTORY - 19860101 GOOD NCGS EZ0950 HISTORY - 19860101 GOOD NCGS EZ0950 HISTORY - 1988 GOOD USPSQD EZ0950 EZ0950 STATION DESCRIPTION EZ0950 EZ0950'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EZ0950'IPI 3 IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0950'VICINITY OF RALEIGH, NORTH CAROLINA. EZ0950' EZ0950'IPI 3 IS LOCATED APPROXIMATELY 6.5 MILES NE OF CARY, AND 7.4 MILES NW EZ0950'OF CAPITOL SQUARE IN RALEIGH. TO REACH STATION FROM THE US 70 EZ0950'UNDERPASS OF US 1-US 64 BYPASS (BELTLINE) IN NW RALEIGH, PROCEED NW EZ0950'ALONG US 70 FOR 3.05 MILES TO STATION ON LEFT IN MEDIAN, 0.05 EZ0950'MILES SE OF INTERSECTION WITH SR 1866, 0.2 MILES SE OF INTERSECTION EZ0950'WITH SR 1644 (DURALEIGH ROAD), APPROXIMATELY 125 FEET SOUTH OF AN EZ0950'EXXON SERVICE STATION. EZ0950' EZ0950'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED IPI 3 EZ0950'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 4 EZ0950'INCHES BELOW THE SURFACE OF THE GROUND. EZ0950' EZ0950'MARK IS EZ0950'38.3 FEET SW OF C/L OF US 70 W BOUND LANE. EZ0950'28.3 FEET NE OF C/L OF US 70 E BOUND LANE. EZ0950'72.0 FEET N OF PP W/ALUMINUM REF. TAG. EZ0950'96.8 FEET SW OF PP W/ALUMINUM REF. TAG. EZ0950'231.7 FEET NW OF 4X4 ONE WAY SIGN POST. EZ0950 EZ0950 STATION RECOVERY (1973) EZ0950 EZ0950'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0950'7.4 MI NW FROM RALEIGH. EZ0950'TO REACH STATION FROM THE U.S. 70 UNDERPASS OF U.S. 1-U.S. 64 EZ0950'BYPASS (BELTLINE) IN NW RALEIGH PROCEED NW ALONG U.S. 70 FOR 3.05 EZ0950'MILES TO STATION ON LEFTIN MEDIAN, 0.05 MILES SE OF INTERSECTION EZ0950'WITH SR 1866, 0.2 MILES SE OF INTERSECTION WITH SR 1644 (DURALEIGH EZ0950'ROAD), APPROXIMATELY 75 FT NORTH OF A TEXACO SERVICE STATION, EZ0950'AND APPROXIMATELY 125 FT SOUTH OF AN EXXON SERVICE STATION, 38.3 EZ0950'FT SW OF C/L OF U.S. 70 WEST BOUND LANE, 28.3 FT NE OF C/L OF EZ0950'U.S. 70 EAST BOUND LANE, 72.0 FT N OF PP W/ALUMINUM REF. TAG, EZ0950'96.8 FT SW OF PP W/ALUMINUM REF. TAG AND TRANSFORMER, AND 231.7 EZ0950'FT NW OF 4 X 4 ONE WAY SIGN POST. DISK IS SET IN CONCRETE EZ0950'CYLINDER 4 INCHES BELOW THE SURFACE OF THE GROUND. EZ0950 EZ0950 STATION RECOVERY (1986) EZ0950 EZ0950'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ0950'RECOVERED AS DESCRIBED. DESCRIPTION IS ADEQUATE WITH THE FOLLOWING EZ0950'ADDITIONS. MARK IS LOCATED ABOUT 30 M (98.4 FT) NORTHEAST OF A TEXACO EZ0950'SERVICE STATION AND FOOD MART (OPPOSITE THE EAST EXIT DRIVE), AND 28.8 EZ0950'M (94.5 FT) SOUTHWEST OF A FIRE HYDRANT. EZ0950 EZ0950 STATION RECOVERY (1986) EZ0950 EZ0950'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ0950'RECOVERED AS DESCRIBED. EZ0950 EZ0950 STATION RECOVERY (1988) EZ0950 EZ0950'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EZ0950'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4995 *********************************************************************** EZ4995 DESIGNATION - IRON EZ4995 PID - EZ4995 EZ4995 STATE/COUNTY- NC/WAKE EZ4995 USGS QUAD - WAKE FOREST (1987) EZ4995 EZ4995 *CURRENT SURVEY CONTROL EZ4995 ___________________________________________________________________ EZ4995* NAD 83(1986)- 35 59 56.31363(N) 078 36 24.78123(W) ADJUSTED EZ4995* NAVD 88 - 143.8 (meters) 472. (feet) VERTCON EZ4995 ___________________________________________________________________ EZ4995 LAPLACE CORR- -6.51 (seconds) DEFLEC99 EZ4995 GEOID HEIGHT- -32.47 (meters) GEOID03 EZ4995 EZ4995 HORZ ORDER - SECOND EZ4995 EZ4995.The North Carolina HARNS have been completed but, EZ4995.due to contractual restrictions, coordinates for these stations EZ4995.will NOT be published in the near future. In the interim, the EZ4995.published coordinates in North Carolina will not be EZ4995.consistent with the Continuously Operating Reference Stations EZ4995.(CORS). The HARN coordinates for these stations are available EZ4995.upon request. Contact Gary Thompson(919-733-3836). EZ4995. EZ4995.In addition, the published North Carolina positions EZ4995.(NAD 83 (1986)) are NOT consistent with those determined in EZ4995.adjacent state readjustments. The discontinuity between stations EZ4995.located in North Carolina and those in adjacent states EZ4995.which have been adjusted to the HARN may be as much as 5 EZ4995.decimeters. This will result in a significant loss of accuracy EZ4995.over lines crossing such state borders. EZ4995 EZ4995 EZ4995.The horizontal coordinates were established by classical geodetic methods EZ4995.and adjusted by the National Geodetic Survey in July 1986. EZ4995 EZ4995.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4995 EZ4995.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4995 EZ4995.The geoid height was determined by GEOID03. EZ4995 EZ4995; North East Units Scale Factor Converg. EZ4995;SPC NC - 249,557.277 645,044.897 MT 0.99995751 +0 13 36.8 EZ4995;SPC NC - 818,755.83 2,116,284.80 sFT 0.99995751 +0 13 36.8 EZ4995;UTM 17 - 3,986,483.579 715,708.225 MT 1.00017337 +1 24 25.7 EZ4995 EZ4995! - Elev Factor x Scale Factor = Combined Factor EZ4995!SPC NC - 0.99998252 x 0.99995751 = 0.99994003 EZ4995!UTM 17 - 0.99998252 x 1.00017337 = 1.00015589 EZ4995 EZ4995: Primary Azimuth Mark Grid Az EZ4995:SPC NC - IRON AZ MK 105 03 23.2 EZ4995:UTM 17 - IRON AZ MK 103 52 34.3 EZ4995 EZ4995|---------------------------------------------------------------------| EZ4995| PID Reference Object Distance Geod. Az | EZ4995| dddmmss.s | EZ4995| EZ6248 IRON AZ MK 1051700.0 | EZ4995| EZ6249 IRON RM 1 22.270 METERS 23911 | EZ4995| EZ6250 IRON RM 2 15.975 METERS 33039 | EZ4995|---------------------------------------------------------------------| EZ4995 EZ4995 SUPERSEDED SURVEY CONTROL EZ4995 EZ4995 NAD 27 - 35 59 55.77448(N) 078 36 25.77385(W) AD( ) 2 EZ4995 NGVD 29 (07/19/86) 144.1 (m) 473. (f) VERT ANG EZ4995 EZ4995.Superseded values are not recommended for survey control. EZ4995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4995.See file dsdata.txt to determine how the superseded data were derived. EZ4995 EZ4995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1570886484(NAD 83) EZ4995_MARKER: DS = TRIANGULATION STATION DISK EZ4995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4995_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EZ4995_STAMPING: IRON 1969 EZ4995_MARK LOGO: CGS EZ4995_MAGNETIC: N = NO MAGNETIC MATERIAL EZ4995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4995+STABILITY: SURFACE MOTION EZ4995_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ4995+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1996 EZ4995 EZ4995 HISTORY - Date Condition Report By EZ4995 HISTORY - 1969 MONUMENTED CGS EZ4995 HISTORY - 19960312 GOOD NCGS EZ4995 EZ4995 STATION DESCRIPTION EZ4995 EZ4995'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ) EZ4995'THE STATION IS ABOUT 9-1/2 MILES SOUTH-SOUTHEAST OF EZ4995'CREEDMOOR, 6 MILES WEST OF WAKE FOREST AND 1-1/4 MILES NORTH EZ4995'OF THE JUNCTION OF STATE HIGHWAY 98 AND FARM ROAD 1917, IN EZ4995'A CLEARING, ON TOP OF A HILL, ON PROPERTY OWNED BY M.K. ANDERSON. EZ4995' EZ4995'TO REACH THE STATION FROM THE POST OFFICE IN WAKE FOREST, EZ4995'GO NORTH ON SOUTH WHITE STREET FOR 0.15 MILE TO THE JUNCTION EZ4995'OF STATE HIGHWAY 98. TURN LEFT AND GO WEST ON HIGHWAY EZ4995'98 FOR 1.75 MILES TO THE JUNCTION WITH U.S. HIGHWAY 1. CONTINUE EZ4995'WEST ON HIGHWAY 98 FOR 4.65 MILES TO THE EZ4995'JUNCTION WITH FARM ROAD 1917. TURN RIGHT AND GO NORTH EZ4995'ON ROAD 1917 FOR 1.1 MILES TO A FORK. TAKE THE RIGHT EZ4995'FORK AND CONTINUE NORTHERLY FOR 0.25 MILE TO DRIVEWAY EZ4995'ON THE LEFT AND A GRAVELED ROAD ON THE RIGHT. (TO EZ4995'REACH THE AZIMUTH MARK FROM THIS POINT, TURN RIGHT EZ4995'AND GO EAST FOR 0.15 MILE TO THE MARK ON THE RIGHT.) TURN EZ4995'LEFT AND GO WEST ON DRIVEWAY FOR 0.1 MILE TO THE STATION EZ4995'ON THE RIGHT. EZ4995' EZ4995'STATION MARK IS A STANDARD DISK, STAMPED IRON 1969, EZ4995'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN EZ4995'DIAMETER, THAT IS FLUSH WITH THE GROUND SURFACE. IT IS EZ4995'46.4 FEET NORTH-NORTHEAST OF A POWER LINE POLE, 23.0 FEET EZ4995'NORTH OF THE CENTERLINE OF A DRIVEWAY AND 4.2 FEET WEST EZ4995'OF A WITNESS POST. THE UNDERGROUND MARK IS 40 INCHES EZ4995'BELOW THE GROUND SURFACE. EZ4995' EZ4995'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED IRON NO EZ4995'1 1969, CEMENTED IN A DRILL HOLE IN A 1 X 2 FOOT ROCK EZ4995'OUTCROP, THAT PROJECTS 6 INCHES ABOVE THE GROUND. IT IS EZ4995'76.0 FEET SOUTHWEST OF THE WITNESS POST, 34.3 FEET EZ4995'WEST-SOUTHWEST OF THE POWER LINE POLE, 24.0 FEET SOUTH OF EZ4995'THE CENTERLINE OF THE DRIVEWAY AND ABOUT 3 FEET HIGHER EZ4995'THAN THE STATION. EZ4995' EZ4995'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED IRON NO EZ4995'2 1969, CEMENTED IN A DRILL HOLE IN A 1 X 1/2 FOOT ROCK EZ4995'OUTCROP, THAT PROJECTS 1 INCH ABOVE THE GROUND. IT IS EZ4995'64.0 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY, 55.3 EZ4995'FEET NORTHWEST OF THE WITNESS POST AND ABOUT 1 FOOT HIGHER EZ4995'THAN THE STATION. EZ4995' EZ4995'AZIMUTH MARK IS A STANDARD DISK, STAMPED IRON 1969, EZ4995'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN EZ4995'DIAMETER, THAT PROJECTS 3 INCHES ABOVE THE GROUND. IT IS EZ4995'105.0 FEET SOUTH OF THE CENTERLINE OF A GRAVELED ROAD, EZ4995'78.0 FEET EAST OF A POWER LINE POLE AND 2.4 FEET SOUTH EZ4995'OF A WITNESS POST. EZ4995' EZ4995'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS. EZ4995 EZ4995 STATION RECOVERY (1996) EZ4995 EZ4995'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG) EZ4995'RECOVERED AS DESCRIBED. THE--SIDE ROAD RIGHT--REFERENCED IS SR 1920 EZ4995'(FRANK BAILEY ROAD). MARK IS UNDER HEAVY CANOPY AND CANNOT BE OCCUPIED EZ4995'WITH GPS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5221 *********************************************************************** EZ5221 DESIGNATION - IRVAN EZ5221 PID - EZ5221 EZ5221 STATE/COUNTY- NC/WAKE EZ5221 USGS QUAD - BAYLEAF (1987) EZ5221 EZ5221 *CURRENT SURVEY CONTROL EZ5221 ___________________________________________________________________ EZ5221* NAD 83(1986)- 35 57 27.18469(N) 078 38 05.23812(W) ADJUSTED EZ5221* NAVD 88 - 117.1 (meters) 384. (feet) VERTCON EZ5221 ___________________________________________________________________ EZ5221 LAPLACE CORR- -6.93 (seconds) DEFLEC99 EZ5221 GEOID HEIGHT- -32.47 (meters) GEOID03 EZ5221 EZ5221 HORZ ORDER - SECOND EZ5221 EZ5221.The North Carolina HARNS have been completed but, EZ5221.due to contractual restrictions, coordinates for these stations EZ5221.will NOT be published in the near future. In the interim, the EZ5221.published coordinates in North Carolina will not be EZ5221.consistent with the Continuously Operating Reference Stations EZ5221.(CORS). The HARN coordinates for these stations are available EZ5221.upon request. Contact Gary Thompson(919-733-3836). EZ5221. EZ5221.In addition, the published North Carolina positions EZ5221.(NAD 83 (1986)) are NOT consistent with those determined in EZ5221.adjacent state readjustments. The discontinuity between stations EZ5221.located in North Carolina and those in adjacent states EZ5221.which have been adjusted to the HARN may be as much as 5 EZ5221.decimeters. This will result in a significant loss of accuracy EZ5221.over lines crossing such state borders. EZ5221 EZ5221 EZ5221.The horizontal coordinates were established by classical geodetic methods EZ5221.and adjusted by the National Geodetic Survey in July 1986. EZ5221 EZ5221.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5221 EZ5221.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5221 EZ5221.The geoid height was determined by GEOID03. EZ5221 EZ5221; North East Units Scale Factor Converg. EZ5221;SPC NC - 244,951.488 642,545.909 MT 0.99994834 +0 12 38.8 EZ5221;SPC NC - 803,645.01 2,108,086.04 sFT 0.99994834 +0 12 38.8 EZ5221;UTM 17 - 3,981,826.332 713,304.053 MT 1.00016066 +1 23 21.6 EZ5221 EZ5221! - Elev Factor x Scale Factor = Combined Factor EZ5221!SPC NC - 0.99998671 x 0.99994834 = 0.99993505 EZ5221!UTM 17 - 0.99998671 x 1.00016066 = 1.00014737 EZ5221 EZ5221: Primary Azimuth Mark Grid Az EZ5221:SPC NC - VAN 179 29 51.5 EZ5221:UTM 17 - VAN 178 19 08.7 EZ5221 EZ5221|---------------------------------------------------------------------| EZ5221| PID Reference Object Distance Geod. Az | EZ5221| dddmmss.s | EZ5221| EZ5223 LYON 350.097 METERS 02347 | EZ5221| EZ5222 VAN APPROX. 0.7 KM 1794230.3 | EZ5221|---------------------------------------------------------------------| EZ5221 EZ5221 SUPERSEDED SURVEY CONTROL EZ5221 EZ5221 NAD 27 - 35 57 26.65258(N) 078 38 06.23290(W) AD( ) 2 EZ5221 NGVD 29 (07/19/86) 117.4 (m) 385. (f) VERT ANG EZ5221 EZ5221.Superseded values are not recommended for survey control. EZ5221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5221.See file dsdata.txt to determine how the superseded data were derived. EZ5221 EZ5221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1330481826(NAD 83) EZ5221_MARKER: DE = TRAVERSE STATION DISK EZ5221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5221_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5221_STAMPING: IRVAN 1970 EZ5221_MARK LOGO: NCGS EZ5221_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ5221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5221+STABILITY: SURFACE MOTION EZ5221 EZ5221 HISTORY - Date Condition Report By EZ5221 HISTORY - 1970 MONUMENTED NCGS EZ5221 HISTORY - 19870501 GOOD NCGS EZ5221 EZ5221 STATION DESCRIPTION EZ5221 EZ5221'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ5221'IRVAN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ5221'VICINITY OF NORTHWEST WAKE COUNTY. EZ5221' EZ5221'IRVAN IS LOCATED APPROXIMATELY 0.8 MILE NORTH OF BAYLEAF. TO REACH EZ5221'STATION PROCEED FROM THE INTERSECTION OF NC 98 AND SR 2003, GO SOUTH EZ5221'ON SR 2003 FOR 1.35 MILES TO INTERSECTION OF SR 2003 AND SR 1847, EZ5221'CONTINUE SOUTH ON SR 2003 FOR 0.3 MILE TO STATION ON RIGHT, ON EZ5221'NORTH SIDE OF SOUTH DRIVEWAY LEADING TO HOME OF MR. JACKSON, AND EZ5221'0.4 MILE NORTH OF INTERSECTION OF SR 2003 AND SR 2002. EZ5221' EZ5221'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED IRVAN EZ5221'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2 EZ5221'INCHES BELOW THE SURFACE OF THE GROUND. EZ5221' EZ5221'MARK IS-- EZ5221'22.7 FEET NW OF C/L OF SR 2003. EZ5221'9.5 FEET N OF TOP OF N END OF 18 INCH CONCRETE CULVERT. EZ5221'36.4 FEET NNE OF TOP OF S END OF 18 INCH CONCRETE CULVERT. EZ5221'51.1 FEET NW OF ALUMINUM REF. TAG ON FENCE POST ON E SIDE OF SR EZ5221'2003. 12.8 FEET NE OF CENTER OF DIRT DRIVE. EZ5221'47.7 FEET E OF ALUMINUM REF. TAG ON PP. EZ5221'125.7 FEET SSE OF ALUMINUM REF. TAG ON PP. EZ5221 EZ5221 STATION RECOVERY (1987) EZ5221 EZ5221'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ5221'RECOVERED AS DESCRIBED. STATION IS STAMPED IRVIN (NOT IRVAN). 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6559 *********************************************************************** EZ6559 DESIGNATION - ISLAND EZ6559 PID - EZ6559 EZ6559 STATE/COUNTY- NC/WAKE EZ6559 USGS QUAD - RALEIGH WEST (1988) EZ6559 EZ6559 *CURRENT SURVEY CONTROL EZ6559 ___________________________________________________________________ EZ6559* NAD 83(1986)- 35 47 25.34820(N) 078 38 03.76351(W) ADJUSTED EZ6559* NAVD 88 - 99.7 (meters) 327. (feet) VERTCON EZ6559 ___________________________________________________________________ EZ6559 LAPLACE CORR- -7.50 (seconds) DEFLEC99 EZ6559 GEOID HEIGHT- -32.91 (meters) GEOID03 EZ6559 EZ6559 HORZ ORDER - SECOND EZ6559 EZ6559.The North Carolina HARNS have been completed but, EZ6559.due to contractual restrictions, coordinates for these stations EZ6559.will NOT be published in the near future. In the interim, the EZ6559.published coordinates in North Carolina will not be EZ6559.consistent with the Continuously Operating Reference Stations EZ6559.(CORS). The HARN coordinates for these stations are available EZ6559.upon request. Contact Gary Thompson(919-733-3836). EZ6559. EZ6559.In addition, the published North Carolina positions EZ6559.(NAD 83 (1986)) are NOT consistent with those determined in EZ6559.adjacent state readjustments. The discontinuity between stations EZ6559.located in North Carolina and those in adjacent states EZ6559.which have been adjusted to the HARN may be as much as 5 EZ6559.decimeters. This will result in a significant loss of accuracy EZ6559.over lines crossing such state borders. EZ6559 EZ6559 EZ6559.The horizontal coordinates were established by classical geodetic methods EZ6559.and adjusted by the National Geodetic Survey in February 1998. EZ6559 EZ6559.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6559 EZ6559.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6559 EZ6559.The geoid height was determined by GEOID03. EZ6559 EZ6559; North East Units Scale Factor Converg. EZ6559;SPC NC - 226,403.634 642,651.174 MT 0.99991668 +0 12 39.7 EZ6559;SPC NC - 742,792.59 2,108,431.39 sFT 0.99991668 +0 12 39.7 EZ6559;UTM 17 - 3,963,280.276 713,789.998 MT 1.00016324 +1 23 02.4 EZ6559 EZ6559! - Elev Factor x Scale Factor = Combined Factor EZ6559!SPC NC - 0.99998951 x 0.99991668 = 0.99990619 EZ6559!UTM 17 - 0.99998951 x 1.00016324 = 1.00015275 EZ6559 EZ6559 SUPERSEDED SURVEY CONTROL EZ6559 EZ6559 NAD 83(1986)- 35 47 25.34856(N) 078 38 03.76302(W) AD( ) 2 EZ6559 NGVD 29 (12/28/92) 100.0 (m) 328. (f) VERT ANG EZ6559 EZ6559.Superseded values are not recommended for survey control. EZ6559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6559.See file dsdata.txt to determine how the superseded data were derived. EZ6559 EZ6559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1379063280(NAD 83) EZ6559_MARKER: DH = HORIZONTAL CONTROL DISK EZ6559_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. EZ6559_SP_SET: SIDEWALK EZ6559_STAMPING: ISLAND 1983 EZ6559_MARK LOGO: NCGS EZ6559_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ6559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ6559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6559+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2004 EZ6559 EZ6559 HISTORY - Date Condition Report By EZ6559 HISTORY - 1983 MONUMENTED NCGS EZ6559 HISTORY - 19940921 GOOD NCGS EZ6559 HISTORY - 20040613 GOOD USPSQD EZ6559 EZ6559 STATION DESCRIPTION EZ6559 EZ6559'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG) EZ6559'THE STATION IS LOCATED ABOUT 1.2 KM (0.7 MI) EZ6559'NORTH-NORTHEAST OF THE STATE CAPITOL IN RALEIGH. EZ6559' EZ6559'TO REACH THE STATION FROM THE POST OFFICE ON NEW BERN AVENUE, GO EZ6559'NORTH FOR 1.1 KM (0.7 MI) ON PERSON STREET TO WHERE STREET BECOMES EZ6559'WAKE FOREST ROAD AND STATION IN SIDEWALK IN FRONT OF CONVENIENCE EZ6559'STORE. EZ6559' EZ6559'THE STATION IS A STANDARD NCGS DISK EZ6559'STAMPED---ISLAND 1983---, EZ6559'SET INTO A DRILLED HOLE, EZ6559'42.21 METERS (138.5 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF EAST EZ6559'FRANKLIN STREET, EZ6559'3.23 METERS (10.6 FT) WEST FROM THE WEST CURB OF PERSON STREET, EZ6559'1.34 METERS (4.4 FT) NORTHEAST FROM A LAMP POLE WITH REFERENCE TAG, EZ6559'21.34 METERS (70.0 FT) SOUTHWEST FROM A POWER POLE WITH EZ6559'TRANSFORMER, LAMP AND REFERENCE TAG, EZ6559'24.26 METERS (79.6 FT) SOUTH-SOUTHEAST FROM THE NORTHEAST CORNER OF EZ6559'FASTFARE STORE. EZ6559' EZ6559'MARK IS LEVEL WITH STREET. EZ6559 EZ6559 STATION RECOVERY (1994) EZ6559 EZ6559'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (JGG) EZ6559'RECOVERED AS DESCRIBED. LOCATED 5.4 FT (1.6 M) NORTHEAST OF A LAMP EZ6559'POLE WITH A REFERENCE TAG. EZ6559 EZ6559 STATION RECOVERY (2004) EZ6559 EZ6559'RECOVERY NOTE BY US POWER SQUADRON 2004 (PFM) EZ6559'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1056 *********************************************************************** EZ1056 DESIGNATION - IVEY EZ1056 PID - EZ1056 EZ1056 STATE/COUNTY- NC/WAKE EZ1056 USGS QUAD - APEX (1993) EZ1056 EZ1056 *CURRENT SURVEY CONTROL EZ1056 ___________________________________________________________________ EZ1056* NAD 83(1986)- 35 40 00.54512(N) 078 50 07.23196(W) ADJUSTED EZ1056* NAVD 88 - 115.111 (meters) 377.66 (feet) ADJUSTED EZ1056 ___________________________________________________________________ EZ1056 LAPLACE CORR- -5.09 (seconds) DEFLEC99 EZ1056 GEOID HEIGHT- -32.42 (meters) GEOID03 EZ1056 DYNAMIC HT - 115.011 (meters) 377.33 (feet) COMP EZ1056 MODELED GRAV- 979,756.1 (mgal) NAVD 88 EZ1056 EZ1056 HORZ ORDER - SECOND EZ1056 VERT ORDER - SECOND CLASS 0 EZ1056 EZ1056.The North Carolina HARNS have been completed but, EZ1056.due to contractual restrictions, coordinates for these stations EZ1056.will NOT be published in the near future. In the interim, the EZ1056.published coordinates in North Carolina will not be EZ1056.consistent with the Continuously Operating Reference Stations EZ1056.(CORS). The HARN coordinates for these stations are available EZ1056.upon request. Contact Gary Thompson(919-733-3836). EZ1056. EZ1056.In addition, the published North Carolina positions EZ1056.(NAD 83 (1986)) are NOT consistent with those determined in EZ1056.adjacent state readjustments. The discontinuity between stations EZ1056.located in North Carolina and those in adjacent states EZ1056.which have been adjusted to the HARN may be as much as 5 EZ1056.decimeters. This will result in a significant loss of accuracy EZ1056.over lines crossing such state borders. EZ1056 EZ1056 EZ1056.The horizontal coordinates were established by classical geodetic methods EZ1056.and adjusted by the National Geodetic Survey in July 1986. EZ1056 EZ1056.The orthometric height was determined by differential leveling EZ1056.and adjusted by the National Geodetic Survey in June 1991. EZ1056 EZ1056.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1056 EZ1056.The geoid height was determined by GEOID03. EZ1056 EZ1056.The dynamic height is computed by dividing the NAVD 88 EZ1056.geopotential number by the normal gravity value computed on the EZ1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1056.degrees latitude (g = 980.6199 gals.). EZ1056 EZ1056.The modeled gravity was interpolated from observed gravity values. EZ1056 EZ1056; North East Units Scale Factor Converg. EZ1056;SPC NC - 212,647.329 624,508.054 MT 0.99989876 +0 05 42.1 EZ1056;SPC NC - 697,660.45 2,048,906.84 sFT 0.99989876 +0 05 42.1 EZ1056;UTM 17 - 3,949,153.350 695,927.841 MT 1.00007306 +1 15 45.2 EZ1056 EZ1056! - Elev Factor x Scale Factor = Combined Factor EZ1056!SPC NC - 0.99998702 x 0.99989876 = 0.99988578 EZ1056!UTM 17 - 0.99998702 x 1.00007306 = 1.00006008 EZ1056 EZ1056: Primary Azimuth Mark Grid Az EZ1056:SPC NC - AMALIE 187 02 20.7 EZ1056:UTM 17 - AMALIE 185 52 17.6 EZ1056 EZ1056|---------------------------------------------------------------------| EZ1056| PID Reference Object Distance Geod. Az | EZ1056| dddmmss.s | EZ1056| EZ1055 AMALIE APPROX. 0.6 KM 1870802.8 | EZ1056|---------------------------------------------------------------------| EZ1056 EZ1056 SUPERSEDED SURVEY CONTROL EZ1056 EZ1056 NAD 27 - 35 39 59.99575(N) 078 50 08.19406(W) AD( ) 2 EZ1056 NGVD 29 (??/??/92) 115.370 (m) 378.51 (f) ADJ UNCH 2 0 EZ1056 EZ1056.Superseded values are not recommended for survey control. EZ1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1056.See file dsdata.txt to determine how the superseded data were derived. EZ1056 EZ1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9592849153(NAD 83) EZ1056_MARKER: DE = TRAVERSE STATION DISK EZ1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1056_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1056_STAMPING: IVEY 1967 EZ1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1056+STABILITY: SURFACE MOTION EZ1056 EZ1056 HISTORY - Date Condition Report By EZ1056 HISTORY - 1967 MONUMENTED NCGS EZ1056 HISTORY - 1973 GOOD NCGS EZ1056 HISTORY - 1979 MARK NOT FOUND LOCSUR EZ1056 EZ1056 STATION DESCRIPTION EZ1056 EZ1056'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1056'IVEY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1056'IN THE VICINITY OF APEX, NORTH CAROLINA. EZ1056' EZ1056'IVEY IS LOCATED APPROXIMATELY 1.0 MILE NNW OF THE CENTER OF EZ1056'HOLLY SPRINGS. TO REACH STATION PROCEED FROM THE INTERSECTION EZ1056'OF SR 1152 WITH NC 55 AT NORTH SIDE OF HOLLY SPRINGS, GO NORTH EZ1056'ON NC 55 FOR 0.8 MILES TO IVEYS MOTOR USED CARS AND GARAGE, AND EZ1056'STATION. WHICH IS ON THE WEST BANK IN FRONT OF A CAR LOT. EZ1056' EZ1056'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1056'IVEY 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1056'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ1056' EZ1056'MARK IS EZ1056' EZ1056'27.1 FT W OF C/L OF NC 55 EZ1056' EZ1056'15.5 FT NNW OF N END OF CULVERT UNDER DRIVEWAY TO IVEY GARAGE EZ1056' EZ1056'45.5 FT NE OF E END OF CONCRETE BLOCK CURB WALL EZ1056' EZ1056'8.3 FT N OF METAL POST IN FRONT OF IVEY USED CAR LOT EZ1056' EZ1056'25.6 FT E OF E END POST OF IVEYS GARAGE SIGN, AND WITH ALUMINUM EZ1056'REF. TAG EZ1056' EZ1056'43.7 FT SE OF FLOOD LIGHT POLE IN NORTH SIDE OF CAR LOT, WITH EZ1056'ALUMINUM REF. TAG EZ1056 EZ1056 STATION RECOVERY (1973) EZ1056 EZ1056'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1056'1 MI N FROM HOLLY SPRINGS. EZ1056'IVEY IS LOCATED APPROXIMATELY 13.7 MILES WSW OF CAPITOL SQUARE EZ1056'IN RALEIGH. TO REACH STATION FROM INTERSECTION OF NC 55 EZ1056'(MAIN STREET) AND SR 1152 IN NORTH SECTION OF HOLLY SPRINGS, EZ1056'PROCEED NORTH ALONG NC 55 FOR 0.8 MILES TO STATION ON LEFT ON EZ1056'WEST BANK AND IN FRONT OF A GARAGE, 1.2 MILES SOUTH OF INTERSECTION EZ1056'WITH SR 1301 EAST, 27.1 FT W OF C/L OF NC 55, 15.5 FT NNW OF N EZ1056'END OF CULVERT UNDER DRIVEWAY TO GARAGE, 45.5 FT NE OF E END OF EZ1056'CONCRETE BLOCK CURB WALL, 43.7 FT E OF SOUTHERNMOST PP W/LIGHT EZ1056'AND ALUMINUM REF. TAG, AND 76.0 FT SE OF NORTHERNMOST PP EZ1056'W/LIGHT AND W/ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER EZ1056'1 INCH BELOW THE SURFACE OF THE GROUND. EZ1056 EZ1056 STATION RECOVERY (1979) EZ1056 EZ1056'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (ARB) EZ1056'THE STATION WAS REPORTED NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5237 *********************************************************************** EZ5237 DESIGNATION - JACK EZ5237 PID - EZ5237 EZ5237 STATE/COUNTY- NC/WAKE EZ5237 USGS QUAD - GARNER (1993) EZ5237 EZ5237 *CURRENT SURVEY CONTROL EZ5237 ___________________________________________________________________ EZ5237* NAD 83(1986)- 35 41 50.25496(N) 078 34 51.49092(W) ADJUSTED EZ5237* NAVD 88 - 124.1 (meters) 407. (feet) VERT ANG EZ5237 ___________________________________________________________________ EZ5237 LAPLACE CORR- -7.45 (seconds) DEFLEC99 EZ5237 GEOID HEIGHT- -33.35 (meters) GEOID03 EZ5237 EZ5237 HORZ ORDER - SECOND EZ5237 EZ5237.The North Carolina HARNS have been completed but, EZ5237.due to contractual restrictions, coordinates for these stations EZ5237.will NOT be published in the near future. In the interim, the EZ5237.published coordinates in North Carolina will not be EZ5237.consistent with the Continuously Operating Reference Stations EZ5237.(CORS). The HARN coordinates for these stations are available EZ5237.upon request. Contact Gary Thompson(919-733-3836). EZ5237. EZ5237.In addition, the published North Carolina positions EZ5237.(NAD 83 (1986)) are NOT consistent with those determined in EZ5237.adjacent state readjustments. The discontinuity between stations EZ5237.located in North Carolina and those in adjacent states EZ5237.which have been adjusted to the HARN may be as much as 5 EZ5237.decimeters. This will result in a significant loss of accuracy EZ5237.over lines crossing such state borders. EZ5237 EZ5237 EZ5237.The horizontal coordinates were established by classical geodetic methods EZ5237.and adjusted by the National Geodetic Survey in July 1986. EZ5237 EZ5237.The orthometric height was determined by vertical angle observations. EZ5237 EZ5237.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5237 EZ5237.The geoid height was determined by GEOID03. EZ5237 EZ5237; North East Units Scale Factor Converg. EZ5237;SPC NC - 216,095.957 647,522.593 MT 0.99990274 +0 14 30.7 EZ5237;SPC NC - 708,974.82 2,124,413.71 sFT 0.99990274 +0 14 30.7 EZ5237;UTM 17 - 3,953,071.631 718,872.518 MT 1.00019036 +1 24 43.5 EZ5237 EZ5237! - Elev Factor x Scale Factor = Combined Factor EZ5237!SPC NC - 0.99998576 x 0.99990274 = 0.99988850 EZ5237!UTM 17 - 0.99998576 x 1.00019036 = 1.00017611 EZ5237 EZ5237: Primary Azimuth Mark Grid Az EZ5237:SPC NC - GARNER RESET 285 19 18.4 EZ5237:UTM 17 - GARNER RESET 284 09 05.6 EZ5237 EZ5237|---------------------------------------------------------------------| EZ5237| PID Reference Object Distance Geod. Az | EZ5237| dddmmss.s | EZ5237| EZ0760 GARNER RESET 400.870 METERS 2853349.1 | EZ5237|---------------------------------------------------------------------| EZ5237 EZ5237 SUPERSEDED SURVEY CONTROL EZ5237 EZ5237 NAD 27 - 35 41 49.69902(N) 078 34 52.47870(W) AD( ) 2 EZ5237 NGVD 29 (07/19/86) 124.4 (m) 408. (f) VERT ANG EZ5237 EZ5237.Superseded values are not recommended for survey control. EZ5237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5237.See file dsdata.txt to determine how the superseded data were derived. EZ5237 EZ5237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1887353072(NAD 83) EZ5237_MARKER: DE = TRAVERSE STATION DISK EZ5237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5237_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EZ5237_STAMPING: JACK 1965 EZ5237_MARK LOGO: NCGS EZ5237_MAGNETIC: N = NO MAGNETIC MATERIAL EZ5237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5237+STABILITY: SURFACE MOTION EZ5237 EZ5237 HISTORY - Date Condition Report By EZ5237 HISTORY - 1965 MONUMENTED NCGS EZ5237 HISTORY - 19911031 GOOD NCGS EZ5237 EZ5237 STATION DESCRIPTION EZ5237 EZ5237'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ5237'JACK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5237'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5237' EZ5237'JACK IS 1.8 MILES E OF GARNER. TO REACH STATION FROM EZ5237'INTERSECTION OF U.S. 70 AND SR 2547. GO NE ALONG SR 2547 FOR EZ5237'0.15 MILES TO DIRT ROAD IN FIELD. GO E ON DIRT ROAD FOR 0.2 EZ5237'MILES TO STATION BESIDE A POWER POLE. STATION IS ON A HILL NE EZ5237'OF BURNETTES STORE ON U.S. 70. EZ5237' EZ5237'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5237'JACK 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5237'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5237' EZ5237'MARK IS EZ5237' EZ5237'7.1 FT SE OF TP 1 WITH ALUMINUM REF. TAG EZ5237' EZ5237'122.0 FT W OF TP H2 EZ5237' EZ5237'7.5 FT N OF C/L OF FARM ROAD EZ5237' EZ5237'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ5237 EZ5237 STATION RECOVERY (1991) EZ5237 EZ5237'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB) EZ5237'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7504 *********************************************************************** AE7504 DESIGNATION - JADE AE7504 PID - AE7504 AE7504 STATE/COUNTY- NC/WAKE AE7504 USGS QUAD - RALEIGH EAST (1993) AE7504 AE7504 *CURRENT SURVEY CONTROL AE7504 ___________________________________________________________________ AE7504* NAD 83(1986)- 35 52 10.47204(N) 078 36 47.25254(W) ADJUSTED AE7504* NAVD 88 - 114.9 (meters) 377. (feet) VERTCON AE7504 ___________________________________________________________________ AE7504 LAPLACE CORR- -7.40 (seconds) DEFLEC99 AE7504 GEOID HEIGHT- -32.79 (meters) GEOID03 AE7504 AE7504 HORZ ORDER - SECOND AE7504 AE7504.The North Carolina HARNS have been completed but, AE7504.due to contractual restrictions, coordinates for these stations AE7504.will NOT be published in the near future. In the interim, the AE7504.published coordinates in North Carolina will not be AE7504.consistent with the Continuously Operating Reference Stations AE7504.(CORS). The HARN coordinates for these stations are available AE7504.upon request. Contact Gary Thompson(919-733-3836). AE7504. AE7504.In addition, the published North Carolina positions AE7504.(NAD 83 (1986)) are NOT consistent with those determined in AE7504.adjacent state readjustments. The discontinuity between stations AE7504.located in North Carolina and those in adjacent states AE7504.which have been adjusted to the HARN may be as much as 5 AE7504.decimeters. This will result in a significant loss of accuracy AE7504.over lines crossing such state borders. AE7504 AE7504 AE7504.The horizontal coordinates were established by classical geodetic methods AE7504.and adjusted by the National Geodetic Survey in February 1998. AE7504 AE7504.The NAVD 88 height was computed by applying the VERTCON shift value to AE7504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7504 AE7504.The Laplace correction was computed from DEFLEC99 derived deflections. AE7504 AE7504.The geoid height was determined by GEOID03. AE7504 AE7504; North East Units Scale Factor Converg. AE7504;SPC NC - 235,197.998 644,538.066 MT 0.99993061 +0 13 23.9 AE7504;SPC NC - 771,645.43 2,114,621.97 sFT 0.99993061 +0 13 23.9 AE7504;UTM 17 - 3,972,113.622 715,496.667 MT 1.00017226 +1 23 56.8 AE7504 AE7504! - Elev Factor x Scale Factor = Combined Factor AE7504!SPC NC - 0.99998711 x 0.99993061 = 0.99991772 AE7504!UTM 17 - 0.99998711 x 1.00017226 = 1.00015937 AE7504 AE7504: Primary Azimuth Mark Grid Az AE7504:SPC NC - SENIOR 125 52 30.5 AE7504:UTM 17 - SENIOR 124 41 57.6 AE7504 AE7504|---------------------------------------------------------------------| AE7504| PID Reference Object Distance Geod. Az | AE7504| dddmmss.s | AE7504| AE7476 SENIOR APPROX. 1.2 KM 1260554.4 | AE7504| EZ0851 ELMORE 316.920 METERS 26542 | AE7504|---------------------------------------------------------------------| AE7504 AE7504 SUPERSEDED SURVEY CONTROL AE7504 AE7504 NGVD 29 (02/27/98) 115.2 (m) 378. (f) VERT ANG AE7504 AE7504.Superseded values are not recommended for survey control. AE7504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7504.See file dsdata.txt to determine how the superseded data were derived. AE7504 AE7504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1549772114(NAD 83) AE7504_MARKER: DH = HORIZONTAL CONTROL DISK AE7504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7504_STAMPING: JADE 1988 AE7504_MARK LOGO: NCGS AE7504_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7504+STABILITY: SURFACE MOTION AE7504 AE7504 HISTORY - Date Condition Report By AE7504 HISTORY - 1988 MONUMENTED NCGS AE7504 AE7504 STATION DESCRIPTION AE7504 AE7504'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (EWB) AE7504'STATION IS LOCATED ABOUT 10.0 KM (6.20 MI) NORTH-NORTHEAST OF CAPITOL AE7504'SQUARE IN RALEIGH. ALONG SPRING FOREST ROAD FOR 0.7 KM (0.45 MI) EAST AE7504'FROM FALLS OF NEUSE ROAD, TO JADE TREE LANE, IN THE NORTHEAST AE7504'QUADRANT. MARK IS FLUSH WITH GROUND AND LEVEL WITH ROAD. LOCATED 68.5 AE7504'FT (20.9 M) EAST OF THE CENTERLINE OF THE ROAD, 84.6 FT (25.8 M) AE7504'WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF A HOUSE, 76.5 FT (23.3 M) AE7504'NORTHWEST OF THE TOP OF A METER JUNCTION BOX, 72.9 FT (22.2 M) AE7504'EAST-SOUTHEAST OF A MANHOLE COVER, 4.2 FT (1.3 M) NORTHEAST OF THE AE7504'EAST SPLIT RAIL FENCE POST, AND 61.5 FT (18.7 M) SOUTHEAST OF A AE7504'TELEPHONE PEDESTAL WITH POLE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6445 *********************************************************************** EZ6445 DESIGNATION - JAGUARS AZ MK EZ6445 PID - EZ6445 EZ6445 STATE/COUNTY- NC/WAKE EZ6445 USGS QUAD - RALEIGH WEST (1988) EZ6445 EZ6445 *CURRENT SURVEY CONTROL EZ6445 ___________________________________________________________________ EZ6445* NAD 83(1986)- 35 45 57.90891(N) 078 42 38.93411(W) ADJUSTED EZ6445* NAVD 88 - 122.071 (meters) 400.49 (feet) ADJUSTED EZ6445 ___________________________________________________________________ EZ6445 LAPLACE CORR- -6.81 (seconds) DEFLEC99 EZ6445 GEOID HEIGHT- -32.64 (meters) GEOID03 EZ6445 DYNAMIC HT - 121.965 (meters) 400.15 (feet) COMP EZ6445 MODELED GRAV- 979,762.7 (mgal) NAVD 88 EZ6445 EZ6445 HORZ ORDER - SECOND EZ6445 VERT ORDER - SECOND CLASS I EZ6445 EZ6445.The North Carolina HARNS have been completed but, EZ6445.due to contractual restrictions, coordinates for these stations EZ6445.will NOT be published in the near future. In the interim, the EZ6445.published coordinates in North Carolina will not be EZ6445.consistent with the Continuously Operating Reference Stations EZ6445.(CORS). The HARN coordinates for these stations are available EZ6445.upon request. Contact Gary Thompson(919-733-3836). EZ6445. EZ6445.In addition, the published North Carolina positions EZ6445.(NAD 83 (1986)) are NOT consistent with those determined in EZ6445.adjacent state readjustments. The discontinuity between stations EZ6445.located in North Carolina and those in adjacent states EZ6445.which have been adjusted to the HARN may be as much as 5 EZ6445.decimeters. This will result in a significant loss of accuracy EZ6445.over lines crossing such state borders. EZ6445 EZ6445 EZ6445.The horizontal coordinates were established by classical geodetic methods EZ6445.and adjusted by the National Geodetic Survey in March 1992. EZ6445 EZ6445.The orthometric height was determined by differential leveling EZ6445.and adjusted by the National Geodetic Survey in December 1991. EZ6445 EZ6445.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6445 EZ6445.The geoid height was determined by GEOID03. EZ6445 EZ6445.The dynamic height is computed by dividing the NAVD 88 EZ6445.geopotential number by the normal gravity value computed on the EZ6445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6445.degrees latitude (g = 980.6199 gals.). EZ6445 EZ6445.The modeled gravity was interpolated from observed gravity values. EZ6445 EZ6445; North East Units Scale Factor Converg. EZ6445;SPC NC - 223,686.138 635,749.668 MT 0.99991279 +0 10 00.9 EZ6445;SPC NC - 733,876.94 2,085,788.70 sFT 0.99991279 +0 10 00.9 EZ6445;UTM 17 - 3,960,421.497 706,943.953 MT 1.00012775 +1 20 18.4 EZ6445 EZ6445! - Elev Factor x Scale Factor = Combined Factor EZ6445!SPC NC - 0.99998596 x 0.99991279 = 0.99989875 EZ6445!UTM 17 - 0.99998596 x 1.00012775 = 1.00011371 EZ6445 EZ6445 SUPERSEDED SURVEY CONTROL EZ6445 EZ6445 NAVD 88 (03/04/92) 122.07 (m) 400.5 (f) LEVELING 3 EZ6445 EZ6445.Superseded values are not recommended for survey control. EZ6445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6445.See file dsdata.txt to determine how the superseded data were derived. EZ6445 EZ6445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0694460421(NAD 83) EZ6445_MARKER: DZ = AZIMUTH MARK DISK EZ6445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6445_SP_SET: CONCRETE POST EZ6445_STAMPING: JAGUARS 1988 EZ6445_MARK LOGO: NCGS EZ6445_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6445+STABILITY: SURFACE MOTION EZ6445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6445+SATELLITE: SATELLITE OBSERVATIONS - 1988 EZ6445 EZ6445 HISTORY - Date Condition Report By EZ6445 HISTORY - 1988 MONUMENTED NCGS EZ6445 EZ6445 STATION DESCRIPTION EZ6445 EZ6445'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ6445'STATION IS LOCATED IN SOUTHWEST RALEIGH. EZ6445'PROCEED ALONG WESTERN BOULEVARD FOR 1.2 KM (0.7 MI) SOUTHEAST FROM EZ6445'THE BELTLINE-US 1-, TO GORMAN STREET, THENCE SOUTH ALONG GORMAN EZ6445'STREET FOR 2.0 KM (1.2 MI) TO AVENT FERRY ROAD, THENCE SOUTHWEST EZ6445'ALONG AVENT FERRY ROAD FOR 1.6 KM (1.0 MI) OR 0.4 KM (0.2 MI) WEST EZ6445'OF LAKEDAM ROAD AT ENTRANCE TO APARTMENT COMPLEX. EZ6445'STATION IS A STANDARD NCGS AZIMUTH DISK STAMPED---JAGUARS 1988---, EZ6445'RECESSED 20 CM BELOW GROUND SURFACE, AND IS 1 FOOT BELOW ROAD. EZ6445'LOCATED 5.8 M (19.0 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF AVENT EZ6445'FERRY ROAD, 10.7 M (35.1 FT) SOUTH-SOUTHWEST OF CENTERLINE OF OAKS EZ6445'DRIVE, 4.5 M (14.8 FT) NORTHEAST OF FIRE HYDRANT, AND 15.3 M EZ6445'(50.2 FT) SOUTH-SOUTHWEST OF SEWER MANHOLE COVER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0988 *********************************************************************** EZ0988 DESIGNATION - JAMES EZ0988 PID - EZ0988 EZ0988 STATE/COUNTY- NC/WAKE EZ0988 USGS QUAD - BAYLEAF (1987) EZ0988 EZ0988 *CURRENT SURVEY CONTROL EZ0988 ___________________________________________________________________ EZ0988* NAD 83(1986)- 35 55 07.24909(N) 078 40 54.68787(W) ADJUSTED EZ0988* NAVD 88 - 122.958 (meters) 403.40 (feet) ADJUSTED EZ0988 ___________________________________________________________________ EZ0988 LAPLACE CORR- -7.01 (seconds) DEFLEC99 EZ0988 GEOID HEIGHT- -32.38 (meters) GEOID03 EZ0988 DYNAMIC HT - 122.853 (meters) 403.06 (feet) COMP EZ0988 MODELED GRAV- 979,782.6 (mgal) NAVD 88 EZ0988 EZ0988 HORZ ORDER - SECOND EZ0988 VERT ORDER - SECOND CLASS 0 EZ0988 EZ0988.The North Carolina HARNS have been completed but, EZ0988.due to contractual restrictions, coordinates for these stations EZ0988.will NOT be published in the near future. In the interim, the EZ0988.published coordinates in North Carolina will not be EZ0988.consistent with the Continuously Operating Reference Stations EZ0988.(CORS). The HARN coordinates for these stations are available EZ0988.upon request. Contact Gary Thompson(919-733-3836). EZ0988. EZ0988.In addition, the published North Carolina positions EZ0988.(NAD 83 (1986)) are NOT consistent with those determined in EZ0988.adjacent state readjustments. The discontinuity between stations EZ0988.located in North Carolina and those in adjacent states EZ0988.which have been adjusted to the HARN may be as much as 5 EZ0988.decimeters. This will result in a significant loss of accuracy EZ0988.over lines crossing such state borders. EZ0988 EZ0988 EZ0988.The horizontal coordinates were established by classical geodetic methods EZ0988.and adjusted by the National Geodetic Survey in March 1998. EZ0988 EZ0988.The orthometric height was determined by differential leveling EZ0988.and adjusted by the National Geodetic Survey in June 1991. EZ0988 EZ0988.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0988 EZ0988.The geoid height was determined by GEOID03. EZ0988 EZ0988.The dynamic height is computed by dividing the NAVD 88 EZ0988.geopotential number by the normal gravity value computed on the EZ0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0988.degrees latitude (g = 980.6199 gals.). EZ0988 EZ0988.The modeled gravity was interpolated from observed gravity values. EZ0988 EZ0988; North East Units Scale Factor Converg. EZ0988;SPC NC - 240,624.094 638,313.754 MT 0.99994022 +0 11 01.0 EZ0988;SPC NC - 789,447.55 2,094,201.04 sFT 0.99994022 +0 11 01.0 EZ0988;UTM 17 - 3,977,411.962 709,160.879 MT 1.00013910 +1 21 37.4 EZ0988 EZ0988! - Elev Factor x Scale Factor = Combined Factor EZ0988!SPC NC - 0.99998578 x 0.99994022 = 0.99992600 EZ0988!UTM 17 - 0.99998578 x 1.00013910 = 1.00012488 EZ0988 EZ0988: Primary Azimuth Mark Grid Az EZ0988:SPC NC - WILD 178 47 16.6 EZ0988:UTM 17 - WILD 177 36 40.2 EZ0988 EZ0988|---------------------------------------------------------------------| EZ0988| PID Reference Object Distance Geod. Az | EZ0988| dddmmss.s | EZ0988| EZ0987 WILD APPROX. 1.3 KM 1785817.6 | EZ0988| EZ0989 CHAVIS 477.518 METERS 3501646.6 | EZ0988|---------------------------------------------------------------------| EZ0988 EZ0988 SUPERSEDED SURVEY CONTROL EZ0988 EZ0988 NAD 83(1986)- 35 55 07.24910(N) 078 40 54.69669(W) AD( ) 2 EZ0988 NAD 27 - 35 55 06.72110(N) 078 40 55.68247(W) AD( ) 2 EZ0988 NGVD 29 (??/??/92) 123.231 (m) 404.30 (f) ADJ UNCH 2 0 EZ0988 EZ0988.Superseded values are not recommended for survey control. EZ0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0988.See file dsdata.txt to determine how the superseded data were derived. EZ0988 EZ0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0916177412(NAD 83) EZ0988_MARKER: DE = TRAVERSE STATION DISK EZ0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0988_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0988_STAMPING: JAMES 1970 EZ0988_MARK LOGO: NCGS EZ0988_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0988+STABILITY: SURFACE MOTION EZ0988 EZ0988 HISTORY - Date Condition Report By EZ0988 HISTORY - 1970 MONUMENTED NCGS EZ0988 HISTORY - 1973 GOOD NCGS EZ0988 HISTORY - 1987 GOOD USPSQD EZ0988 HISTORY - 19870501 GOOD NCGS EZ0988 HISTORY - 19920312 GOOD NCGS EZ0988 EZ0988 STATION DESCRIPTION EZ0988 EZ0988'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ0988'JAMES IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0988'VICINITY OF NORTHWEST WAKE COUNTY. EZ0988' EZ0988'JAMES IS LOCATED APPROXIMATELY 3.0 MILES SOUTHWEST OF BAYLEAF AND EZ0988'2.6 MILES ENE OF LEESVILLE. TO REACH STATION PROCEED FROM THE EZ0988'INTERSECTION OF NC 98 AND NC 50, GO SOUTH ON NC 50 FOR 3.1 MILES TO EZ0988'INTERSECTION OF NC 50 AND SR 1834, CONTINUE SOUTH ON NC 50 FOR EZ0988'1.65 MILES TO STATION ON LEFT, IN FRONT OF BRICK RANCH HOUSE EZ0988'OWNED BY MR. JAMES, AND 0.35 MILE NORTH OF INTERSECTION OF NC 50 AND EZ0988'SR 1830. EZ0988' EZ0988'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ0988'JAMES 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ0988'IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EZ0988' EZ0988'MARK IS-- EZ0988'15.6 FEET E OF C/L OF NC 50. EZ0988'74.3 FEET SE OF ALUMINUM REF. TAG ON 14 INCH OAK TREE. EZ0988'62.0 FEET E OF ALUMINUM REF. TAG ON 30 INCH OAK TREE. EZ0988'61.0 FEET NE OF ALUMINUM REF. TAG ON 12 INCH OAK TREE. EZ0988'51.9 FEET E OF FENCE LINE. EZ0988'188.3 FEET S OF C/L OF DRIVEWAY. EZ0988 EZ0988 STATION RECOVERY (1973) EZ0988 EZ0988'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0988'6.5 MI NW FROM MILLBROOK. EZ0988'JAMES IS LOCATED APPROXIMATELY 9.8 MILES N OF CAPITOL SQUARE IN EZ0988'RALEIGH. TO REACH STATION FROM INTERSECTION OF U.S. 70 AND NC EZ0988'50 AT CRABTREE MALL, PROCEED NORTH ALONG NC 50 FOR 5.2 MILES TO EZ0988'STATION ON RIGHT IN FRONT OF JAMES RESIDENCE (BRICK RANCH HOUSE), EZ0988'0.4 MILES NORTH OF INTERSECTION WITH SR 1830, 15.6 FT E OF C/L EZ0988'OF NC 50, 188.3 FT S OF C/L OF DRIVEWAY, 51.9 FT E OF FENCE LINE, EZ0988'61.0 FT NE OF 12 IN OAK TREE SUPPORTING A FENCE AND W/ALUMINUM EZ0988'REF. TAG, 62.0 FT ESE OF 30 IN OAK TREE W/ALUMINUM REF. TAG, AND EZ0988'74.3 FT SE OF 14 IN OAK TREE W/ALUMINUM REF. TAG. DISK IS SET EZ0988'IN CONCRETE CYLINDER 3 INCHES BELOW THE SURFACE OF THE GROUND. EZ0988 EZ0988 STATION RECOVERY (1987) EZ0988 EZ0988'RECOVERY NOTE BY US POWER SQUADRON 1987 (SM) EZ0988'RECOVERED IN GOOD CONDITION. EZ0988 EZ0988 STATION RECOVERY (1987) EZ0988 EZ0988'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ0988'RECOVERED AS DESCRIBED. DESCRIPTION IS ADEQUATE EXCEPT FOR THE EZ0988'FOLLOWING CORRECTIONS. LOCATED 186.0 FT (56.7 M) NORTH OF THE EZ0988'CENTERLINE OF A DRIVEWAY AND 205.5 FT (62.6 M) SOUTH OF THE SOUTHWEST EZ0988'CORNER OF A SPLIT RAIL FENCE. DELETE REFERENCE TO 30-INCH OAK TREE. EZ0988 EZ0988 STATION RECOVERY (1992) EZ0988 EZ0988'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (EWB) EZ0988'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1136 *********************************************************************** EZ1136 DESIGNATION - JANE EZ1136 PID - EZ1136 EZ1136 STATE/COUNTY- NC/WAKE EZ1136 USGS QUAD - APEX (1993) EZ1136 EZ1136 *CURRENT SURVEY CONTROL EZ1136 ___________________________________________________________________ EZ1136* NAD 83(1986)- 35 43 17.01355(N) 078 50 38.53129(W) ADJUSTED EZ1136* NAVD 88 - 137.867 (meters) 452.32 (feet) ADJUSTED EZ1136 ___________________________________________________________________ EZ1136 LAPLACE CORR- -5.05 (seconds) DEFLEC99 EZ1136 GEOID HEIGHT- -32.26 (meters) GEOID03 EZ1136 DYNAMIC HT - 137.747 (meters) 451.92 (feet) COMP EZ1136 MODELED GRAV- 979,762.9 (mgal) NAVD 88 EZ1136 EZ1136 HORZ ORDER - SECOND EZ1136 VERT ORDER - FIRST CLASS II EZ1136 EZ1136.The North Carolina HARNS have been completed but, EZ1136.due to contractual restrictions, coordinates for these stations EZ1136.will NOT be published in the near future. In the interim, the EZ1136.published coordinates in North Carolina will not be EZ1136.consistent with the Continuously Operating Reference Stations EZ1136.(CORS). The HARN coordinates for these stations are available EZ1136.upon request. Contact Gary Thompson(919-733-3836). EZ1136. EZ1136.In addition, the published North Carolina positions EZ1136.(NAD 83 (1986)) are NOT consistent with those determined in EZ1136.adjacent state readjustments. The discontinuity between stations EZ1136.located in North Carolina and those in adjacent states EZ1136.which have been adjusted to the HARN may be as much as 5 EZ1136.decimeters. This will result in a significant loss of accuracy EZ1136.over lines crossing such state borders. EZ1136 EZ1136 EZ1136.The horizontal coordinates were established by classical geodetic methods EZ1136.and adjusted by the National Geodetic Survey in July 1986. EZ1136 EZ1136.The orthometric height was determined by differential leveling EZ1136.and adjusted by the National Geodetic Survey in June 1991. EZ1136.WARNING-Repeat measurements at this control monument indicate possible EZ1136.vertical movement. EZ1136 EZ1136.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1136 EZ1136.The geoid height was determined by GEOID03. EZ1136 EZ1136.The dynamic height is computed by dividing the NAVD 88 EZ1136.geopotential number by the normal gravity value computed on the EZ1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1136.degrees latitude (g = 980.6199 gals.). EZ1136 EZ1136.The modeled gravity was interpolated from observed gravity values. EZ1136 EZ1136; North East Units Scale Factor Converg. EZ1136;SPC NC - 218,700.689 623,711.432 MT 0.99990610 +0 05 24.1 EZ1136;SPC NC - 717,520.51 2,046,293.26 sFT 0.99990610 +0 05 24.1 EZ1136;UTM 17 - 3,955,190.227 695,007.804 MT 1.00006863 +1 15 32.9 EZ1136 EZ1136! - Elev Factor x Scale Factor = Combined Factor EZ1136!SPC NC - 0.99998342 x 0.99990610 = 0.99988953 EZ1136!UTM 17 - 0.99998342 x 1.00006863 = 1.00005205 EZ1136 EZ1136|---------------------------------------------------------------------| EZ1136| PID Reference Object Distance Geod. Az | EZ1136| dddmmss.s | EZ1136| EZ1137 TASTEE 387.969 METERS 32455 | EZ1136|---------------------------------------------------------------------| EZ1136 EZ1136 SUPERSEDED SURVEY CONTROL EZ1136 EZ1136 NAD 27 - 35 43 16.46747(N) 078 50 39.50326(W) AD( ) 2 EZ1136 NGVD 29 (07/19/86) 138.3 (m) 454. (f) VERT ANG EZ1136 EZ1136.Superseded values are not recommended for survey control. EZ1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1136.See file dsdata.txt to determine how the superseded data were derived. EZ1136 EZ1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9500855190(NAD 83) EZ1136_MARKER: DE = TRAVERSE STATION DISK EZ1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1136_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1136_STAMPING: JANE 1967 EZ1136_MARK LOGO: NCGS EZ1136_PROJECTION: FLUSH EZ1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1136+STABILITY: SURFACE MOTION EZ1136 EZ1136 HISTORY - Date Condition Report By EZ1136 HISTORY - 1967 MONUMENTED NCGS EZ1136 HISTORY - 1970 GOOD NCGS EZ1136 HISTORY - 1974 GOOD NCGS EZ1136 HISTORY - 1979 GOOD LOCSUR EZ1136 HISTORY - 1980 GOOD NCGS EZ1136 HISTORY - 1980 GOOD NCGS EZ1136 HISTORY - 1983 GOOD USPSQD EZ1136 HISTORY - 1983 GOOD USPSQD EZ1136 EZ1136 STATION DESCRIPTION EZ1136 EZ1136'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1136'JANE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1136'IN THE VICINITY OF APEX, NORTH CAROLINA. EZ1136' EZ1136'JANE IS LOCATED APPROXIMATELY 0.7 MILES SOUTHEAST OF THE EZ1136'CENTER OF APEX. TO REACH STATION PROCEED FROM THE EZ1136'INTERSECTION OF NC 55 AND U.S. 1, GO NORTHWEST ON NC 55 FOR 0.5 EZ1136'MILES TO STATION. WHICH IS ON THE EAST SIDE OF NC 55 AT APEX EZ1136'CITY LIMITS, IN SOUTHEAST CORNER OF YARD OF OLD FRAME HOUSE. EZ1136' EZ1136'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1136'JANE 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1136'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ1136' EZ1136'MARK IS EZ1136' EZ1136'39.0 FT ENE OF C/L OF NC 55 EZ1136' EZ1136'5.0 FT NE OF SERVICE POLE IN CORNER OF YARD OF OLD FRAME EZ1136'HOUSE, WITH ALUMINUM REF. TAG EZ1136' EZ1136'21.9 FT ENE OF 4X4 POST WITH APEX CITY LIMITS SIGN, AND EZ1136'WITH ALUMINUM REF. TAG EZ1136' EZ1136'67.6 FT ENE OF PP WITH STREET LIGHT ON SW SIDE OF NC 55 EZ1136' EZ1136'37.5 FT SW OF NW CORNER OF OLD FRAME HOUSE EZ1136 EZ1136 STATION RECOVERY (1970) EZ1136 EZ1136'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ1136'GOOD EZ1136 EZ1136 STATION RECOVERY (1974) EZ1136 EZ1136'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 EZ1136'IN APEX. EZ1136'TO REACH STATION FROM INTERSECTION OF NC 55 WITH SOUTH SALEM STREET EZ1136'(OLD U.S. 1) IN APEX, PROCEED SE ALONG NC 55 FOR 0.7 MILE TO THE EZ1136'CITY LIMITS, AND STATION ON LEFT IN CORNER OF YARD OF AN OLD EZ1136'FRAME HOUSE, 0.5 MILE NORTH OF INTERSECTION NC 55 WITH U.S. 1, EZ1136'APPROXIMATELY 125 FEET WEST OF A SMALL POND, 39.0 FT ENE OF C/L EZ1136'NC 55, 5.0 FT NE OF SERVICE POLE WITH ALUMINUM REF. TAG, 14.8 FT EZ1136'NNE OF TOP OF FIRE HYDRANT, AND 115.5 FT WSW OF 48 IN WHITE OAK EZ1136'NEAR EDGE OF POND, WITH ALUMINUM REF. TAG. DISK IS SET IN TOP OF EZ1136'CONCRETE CYLINDER, 1 INCH BELOW THE GROUND. EZ1136 EZ1136 STATION RECOVERY (1979) EZ1136 EZ1136'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (ARB) EZ1136'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ1136 EZ1136 STATION RECOVERY (1980) EZ1136 EZ1136'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EZ1136'THE STATION WAS RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS EZ1136'ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS. THE OLD HOUSE IS GONE. EZ1136'NEW REFERENCES ARE AS FOLLOWS -- ON THE NORTHWEST SIDE OF HARDEE EZ1136'RESTAURANT, 80.8 FEET NORTHWEST OF THE NORTHWEST CORNER OF A PARKING EZ1136'LOT AND 88.7 FEET NORTHWEST OF A PARKING LOT LAMP POLE. EZ1136 EZ1136 STATION RECOVERY (1980) EZ1136 EZ1136'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ1136'0.5 MILE NORTHWEST ALONG N.C. 55 FROM INTERSECTION WITH U.S. 1 EZ1136'SOUTHEAST OF APEX, AT A POWER POLE ON EAST SIDE OF HIGHWAY AND EZ1136'ON NORTHWEST SIDE OF HARDEES RESTAURANT, 39.0 FEET EAST OF EZ1136'CENTERLINE OF HIGHWAY, 5.0 FEET NORTHEAST OF POWER POLE WITH EZ1136'REFERENCE TAG, 67.6 FEET EAST OF POWER POLE WITH REFERENCE TAG, EZ1136'14.8 FEET NORTHEAST OF FIRE HYDRANT, 80.8 FEET NORTHWEST OF EZ1136'NORTHWEST CORNER OF PARKING LOT AND 88.7 FEET NORTHWEST OF BASE EZ1136'OF LIGHT POLE FOR PARKING LOT. EZ1136'THE MARK IS 1 FT BELOW HIGHWAY. EZ1136 EZ1136 STATION RECOVERY (1983) EZ1136 EZ1136'RECOVERY NOTE BY US POWER SQUADRON 1983 (RKG) EZ1136'JANE 1967 RECOVERED GOOD - MARK NOW 2 INCH ABOVE GROUND (EROSION). EZ1136'- APEX CITY LIMIT SIGN MISSING. EZ1136'- OLD FRAME HOUSE DOES NOT EXIST. EZ1136' EZ1136'- ALUMINUM REF. TAG ON POLE 5 FEET FROM MARK DOES NOT EXIST. EZ1136' EZ1136'- POWER POLE WITH STREET LIGHT HAS REF. TAG. EZ1136' EZ1136'- MARK IS 14 FEET 9 INCHES NNE OF FIRE HYDRANT. EZ1136' EZ1136'- HARDOES RESTURANT IS PROMINENT LANDMARK. EZ1136 EZ1136 STATION RECOVERY (1983) EZ1136 EZ1136'RECOVERY NOTE BY US POWER SQUADRON 1983 EZ1136'MARK NOW 2' ABOVE GROUND (EROSION) APEX CITY LIMIT SIGN AND POST EZ1136'MISSING OLD FRAME HOUSE DOESN'T EXIST ALUMINUM REF. TAG ON POLE 5' EZ1136'FROM MARK DOES NOT EXIST. POWER POLE WITH STREET LIGHT HAS REF. TAG EZ1136'MARK IS 14.9' NORTH NORTHEAST OF FIRE HYDRANT HARDEE'S RESTURANT IS EZ1136'PROMINENT LANDMARK. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1141 *********************************************************************** EZ1141 DESIGNATION - JAYCEE 2 EZ1141 PID - EZ1141 EZ1141 STATE/COUNTY- NC/WAKE EZ1141 USGS QUAD - APEX (1993) EZ1141 EZ1141 *CURRENT SURVEY CONTROL EZ1141 ___________________________________________________________________ EZ1141* NAD 83(1986)- 35 43 56.42895(N) 078 51 39.75204(W) ADJUSTED EZ1141* NAVD 88 - 136.547 (meters) 447.99 (feet) ADJUSTED EZ1141 ___________________________________________________________________ EZ1141 LAPLACE CORR- -5.22 (seconds) DEFLEC99 EZ1141 GEOID HEIGHT- -32.17 (meters) GEOID03 EZ1141 DYNAMIC HT - 136.429 (meters) 447.60 (feet) COMP EZ1141 MODELED GRAV- 979,764.7 (mgal) NAVD 88 EZ1141 EZ1141 HORZ ORDER - SECOND EZ1141 VERT ORDER - SECOND CLASS II EZ1141 EZ1141.The North Carolina HARNS have been completed but, EZ1141.due to contractual restrictions, coordinates for these stations EZ1141.will NOT be published in the near future. In the interim, the EZ1141.published coordinates in North Carolina will not be EZ1141.consistent with the Continuously Operating Reference Stations EZ1141.(CORS). The HARN coordinates for these stations are available EZ1141.upon request. Contact Gary Thompson(919-733-3836). EZ1141. EZ1141.In addition, the published North Carolina positions EZ1141.(NAD 83 (1986)) are NOT consistent with those determined in EZ1141.adjacent state readjustments. The discontinuity between stations EZ1141.located in North Carolina and those in adjacent states EZ1141.which have been adjusted to the HARN may be as much as 5 EZ1141.decimeters. This will result in a significant loss of accuracy EZ1141.over lines crossing such state borders. EZ1141 EZ1141 EZ1141.The horizontal coordinates were established by classical geodetic methods EZ1141.and adjusted by the National Geodetic Survey in July 1986. EZ1141 EZ1141.The orthometric height was determined by differential leveling EZ1141.and adjusted by the National Geodetic Survey in June 1991. EZ1141 EZ1141.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1141 EZ1141.The geoid height was determined by GEOID03. EZ1141 EZ1141.The dynamic height is computed by dividing the NAVD 88 EZ1141.geopotential number by the normal gravity value computed on the EZ1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1141.degrees latitude (g = 980.6199 gals.). EZ1141 EZ1141.The modeled gravity was interpolated from observed gravity values. EZ1141 EZ1141; North East Units Scale Factor Converg. EZ1141;SPC NC - 219,913.094 622,171.200 MT 0.99990768 +0 04 48.7 EZ1141;SPC NC - 721,498.21 2,041,240.01 sFT 0.99990768 +0 04 48.7 EZ1141;UTM 17 - 3,956,371.136 693,442.906 MT 1.00006113 +1 14 58.3 EZ1141 EZ1141! - Elev Factor x Scale Factor = Combined Factor EZ1141!SPC NC - 0.99998362 x 0.99990768 = 0.99989130 EZ1141!UTM 17 - 0.99998362 x 1.00006113 = 1.00004475 EZ1141 EZ1141: Primary Azimuth Mark Grid Az EZ1141:SPC NC - UPCHURCH 145 26 18.7 EZ1141:UTM 17 - UPCHURCH 144 16 09.1 EZ1141 EZ1141|---------------------------------------------------------------------| EZ1141| PID Reference Object Distance Geod. Az | EZ1141| dddmmss.s | EZ1141| EZ1140 UPCHURCH 483.689 METERS 1453107.4 | EZ1141| EZ1143 FUNERAL 2 442.352 METERS 3414902.3 | EZ1141|---------------------------------------------------------------------| EZ1141 EZ1141 SUPERSEDED SURVEY CONTROL EZ1141 EZ1141 NAD 27 - 35 43 55.88290(N) 078 51 40.72658(W) AD( ) 2 EZ1141 NGVD 29 (??/??/92) 136.801 (m) 448.82 (f) ADJ UNCH 2 2 EZ1141 EZ1141.Superseded values are not recommended for survey control. EZ1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1141.See file dsdata.txt to determine how the superseded data were derived. EZ1141 EZ1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9344356371(NAD 83) EZ1141_MARKER: DE = TRAVERSE STATION DISK EZ1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1141_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1141_STAMPING: JAYCEE 2 1974 EZ1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1141+STABILITY: SURFACE MOTION EZ1141 EZ1141 HISTORY - Date Condition Report By EZ1141 HISTORY - 1974 MONUMENTED NCGS EZ1141 HISTORY - 1974 GOOD NCGS EZ1141 HISTORY - 1979 GOOD LOCSUR EZ1141 HISTORY - 1985 GOOD USPSQD EZ1141 HISTORY - 1987 GOOD USPSQD EZ1141 HISTORY - 20041208 MARK NOT FOUND GEOCAC EZ1141 EZ1141 STATION DESCRIPTION EZ1141 EZ1141'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB) EZ1141'JAYCEE 2 IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1141'IN THE VICINITY OF APEX, NORTH CAROLINA. EZ1141' EZ1141'JAYCEE 2 IS LOCATED IN NW SECTION OF APEX. TO REACH STATION FROM EZ1141'INTERSECTION OF NC 55 WITH SOUTH SALEM STREET (OLD U.S. 1) IN EZ1141'APEX, PROCEED NW ALONG NC 55 FOR 0.6 MILE TO STATION ON LEFT. 0.2 EZ1141'MILE SOUTH OF INTERSECTION WITH SR 1160. EZ1141' EZ1141'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1141'JAYCEE 2 1974, SET IN THE TOP OF A PRECAST MONUMENT, THE TOP OF EZ1141'WHICH IS PROJECTING 2 INCHES ABOVE THE GROUND. EZ1141' EZ1141'MARK IS EZ1141' EZ1141'27.4 FT WSW OF C/L NC 55 EZ1141' EZ1141'320.5 FT NNW OF C/L ENTRANCE ROAD TO JAYCEE RECREATION PARK EZ1141' EZ1141'2.8 FT WSW OF PP WITH LAMP WITH ALUMINUM REF. TAG EZ1141' EZ1141'250.1 FT SSE OF PP WITH LAMP WITH ALUMINUM REF. TAG EZ1141' EZ1141'263.0 FT NNW OF PP WITH LAMP WITH ALUMINUM REF. TAG EZ1141' EZ1141'JAYCEE 1967 DESTROYED EZ1141' EZ1141'JAYCEE 2 1974 REPLACES JAYCEE 1967 EZ1141 EZ1141 STATION RECOVERY (1974) EZ1141 EZ1141'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 EZ1141'IN APEX. EZ1141'TO REACH STATION FROM INTERSECTION OF NC 55 WITH SOUTH SALEM EZ1141'STREET (OLD U.S. 1) IN APEX, PROCEED NW ALONG NC 55 FOR 0.6 MILE EZ1141'TO STATION ON LEFT, 0.2 MILE SOUTH OF INTERSECTION WITH SR EZ1141'1160, 27.4 FT WSW OF C/L NC 55, 320.5 FT NNW OF C/L ENTRANCE EZ1141'ROAD TO JAYCEE RECREATION PARK, 2.8 FT WSW OF PP WITH LAMP AND EZ1141'ALUMINUM REF. TAG, 250.1 FT SSE OF PP WITH LAMP AND ALUMINUM REF. EZ1141'TAG, AND 263.0 FT NNW OF PP WITH LAMP AND ALUMINUM REF. TAG. EZ1141'DISK IS SET IN PRECAST MONUMENT, 2 INCHES ABOVE THE GROUND. EZ1141 EZ1141 STATION RECOVERY (1979) EZ1141 EZ1141'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (ARB) EZ1141'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ1141 EZ1141 STATION RECOVERY (1985) EZ1141 EZ1141'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ1141'RECOVERED IN GOOD CONDITION. EZ1141 EZ1141 STATION RECOVERY (1987) EZ1141 EZ1141'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ1141'RECOVERED IN GOOD CONDITION. EZ1141 EZ1141 STATION RECOVERY (2004) EZ1141 EZ1141'RECOVERY NOTE BY GEOCACHING 2004 (PFF) EZ1141'IT APPEARS THAT THIS STATION HAS BEEN DISTURBED/DESTROYED BY ROAD EZ1141'WIDENING, SIDEWALK CONSTRUCTION, AND/OR LANDSCAPING FOR A MORMAN EZ1141'TEMPLE. ALL PP APPEAR TO BE NEW. NC-55 IS MUCH WIDER THAN THE TW0-LANE EZ1141'HIGHWAY THAT EXISTED WHEN STATION WAS MONUMENTED IN 1974. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6560 *********************************************************************** EZ6560 DESIGNATION - JEFFERSON EZ6560 PID - EZ6560 EZ6560 STATE/COUNTY- NC/WAKE EZ6560 USGS QUAD - RALEIGH WEST (1988) EZ6560 EZ6560 *CURRENT SURVEY CONTROL EZ6560 ___________________________________________________________________ EZ6560* NAD 83(1986)- 35 47 43.41156(N) 078 38 47.04158(W) ADJUSTED EZ6560* NAVD 88 - 97.1 (meters) 319. (feet) VERTCON EZ6560 ___________________________________________________________________ EZ6560 LAPLACE CORR- -7.40 (seconds) DEFLEC99 EZ6560 GEOID HEIGHT- -32.84 (meters) GEOID03 EZ6560 EZ6560 HORZ ORDER - SECOND EZ6560 EZ6560.The North Carolina HARNS have been completed but, EZ6560.due to contractual restrictions, coordinates for these stations EZ6560.will NOT be published in the near future. In the interim, the EZ6560.published coordinates in North Carolina will not be EZ6560.consistent with the Continuously Operating Reference Stations EZ6560.(CORS). The HARN coordinates for these stations are available EZ6560.upon request. Contact Gary Thompson(919-733-3836). EZ6560. EZ6560.In addition, the published North Carolina positions EZ6560.(NAD 83 (1986)) are NOT consistent with those determined in EZ6560.adjacent state readjustments. The discontinuity between stations EZ6560.located in North Carolina and those in adjacent states EZ6560.which have been adjusted to the HARN may be as much as 5 EZ6560.decimeters. This will result in a significant loss of accuracy EZ6560.over lines crossing such state borders. EZ6560 EZ6560 EZ6560.The horizontal coordinates were established by classical geodetic methods EZ6560.and adjusted by the National Geodetic Survey in December 1992. EZ6560 EZ6560.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6560 EZ6560.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6560 EZ6560.The geoid height was determined by GEOID03. EZ6560 EZ6560; North East Units Scale Factor Converg. EZ6560;SPC NC - 226,956.376 641,562.507 MT 0.99991750 +0 12 14.7 EZ6560;SPC NC - 744,606.04 2,104,859.66 sFT 0.99991750 +0 12 14.7 EZ6560;UTM 17 - 3,963,810.745 712,689.977 MT 1.00015746 +1 22 37.6 EZ6560 EZ6560! - Elev Factor x Scale Factor = Combined Factor EZ6560!SPC NC - 0.99998991 x 0.99991750 = 0.99990741 EZ6560!UTM 17 - 0.99998991 x 1.00015746 = 1.00014737 EZ6560 EZ6560 SUPERSEDED SURVEY CONTROL EZ6560 EZ6560 NGVD 29 (12/28/92) 97.4 (m) 320. (f) VERT ANG EZ6560 EZ6560.Superseded values are not recommended for survey control. EZ6560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6560.See file dsdata.txt to determine how the superseded data were derived. EZ6560 EZ6560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1269063811(NAD 83) EZ6560_MARKER: DE = TRAVERSE STATION DISK EZ6560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6560_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6560_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ6560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6560+STABILITY: SURFACE MOTION EZ6560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6560+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2004 EZ6560 EZ6560 HISTORY - Date Condition Report By EZ6560 HISTORY - 1983 MONUMENTED NCGS EZ6560 HISTORY - 20040613 GOOD USPSQD EZ6560 EZ6560 STATION DESCRIPTION EZ6560 EZ6560'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG) EZ6560'THE STATION IS LOCATED ABOUT 1.6 KM (1.0 MI) EZ6560'NORTH-NORTHWEST OF THE STATE CAPITOL IN RALEIGH. EZ6560' EZ6560'TO REACH THE STATION FROM THE INTERSECTION OF GLENWOOD AVENUE AND EZ6560'PEACE STREET, GO NORTH FOR 0.7 KM (0.45 MI) ON GLENWOOD AVENUE TO EZ6560'STATION IN MEDIAN AT JEFFERSON STREET. EZ6560' EZ6560'THE STATION IS A STANDARD NCGS DISK EZ6560'STAMPED---JEFFERSON 1983---, EZ6560'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6560'25 CM IN DIAMETER RECESSED 2 CM BELOW GROUND. LOCATED EZ6560'7.92 METERS (26.0 FT) WEST FROM THE CENTERLINE OF NORTHBOUND LANES EZ6560'OF GLENWOOD AVENUE, EZ6560'6.28 METERS (20.6 FT) EAST FROM THE CENTERLINE OF SOUTHBOUND LANES, EZ6560'13.1 METERS (43 FT) NORTH FROM THE CENTERLINE OF JEFFERSON STREET, EZ6560'2.41 METERS (7.9 FT) SOUTH-SOUTHWEST FROM A 3 INCH DOGWOOD, EZ6560'17.98 METERS (59.0 FT) NORTHWEST FROM A FIRE HYDRANT AND EZ6560'12.31 METERS (40.4 FT) WEST-NORTHWEST FROM A BRACE POLE WITH EZ6560'REFERENCE TAG. EZ6560' EZ6560'THE MARK WAS SET BY NCGS. EZ6560 EZ6560 STATION RECOVERY (2004) EZ6560 EZ6560'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN) EZ6560'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5127 *********************************************************************** EZ5127 DESIGNATION - JEFFREYS EZ5127 PID - EZ5127 EZ5127 STATE/COUNTY- NC/WAKE EZ5127 USGS QUAD - RALEIGH WEST (1988) EZ5127 EZ5127 *CURRENT SURVEY CONTROL EZ5127 ___________________________________________________________________ EZ5127* NAD 83(1986)- 35 52 18.09997(N) 078 40 46.66767(W) ADJUSTED EZ5127* NAVD 88 - 133.7 (meters) 439. (feet) VERTCON EZ5127 ___________________________________________________________________ EZ5127 LAPLACE CORR- -6.85 (seconds) DEFLEC99 EZ5127 GEOID HEIGHT- -32.51 (meters) GEOID03 EZ5127 EZ5127 HORZ ORDER - SECOND EZ5127 EZ5127.The North Carolina HARNS have been completed but, EZ5127.due to contractual restrictions, coordinates for these stations EZ5127.will NOT be published in the near future. In the interim, the EZ5127.published coordinates in North Carolina will not be EZ5127.consistent with the Continuously Operating Reference Stations EZ5127.(CORS). The HARN coordinates for these stations are available EZ5127.upon request. Contact Gary Thompson(919-733-3836). EZ5127. EZ5127.In addition, the published North Carolina positions EZ5127.(NAD 83 (1986)) are NOT consistent with those determined in EZ5127.adjacent state readjustments. The discontinuity between stations EZ5127.located in North Carolina and those in adjacent states EZ5127.which have been adjusted to the HARN may be as much as 5 EZ5127.decimeters. This will result in a significant loss of accuracy EZ5127.over lines crossing such state borders. EZ5127 EZ5127 EZ5127.The horizontal coordinates were established by classical geodetic methods EZ5127.and adjusted by the National Geodetic Survey in July 1986. EZ5127 EZ5127.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5127.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5127 EZ5127.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5127 EZ5127.The geoid height was determined by GEOID03. EZ5127 EZ5127; North East Units Scale Factor Converg. EZ5127;SPC NC - 235,411.690 638,531.640 MT 0.99993101 +0 11 05.7 EZ5127;SPC NC - 772,346.52 2,094,915.89 sFT 0.99993101 +0 11 05.7 EZ5127;UTM 17 - 3,972,204.064 709,485.765 MT 1.00014078 +1 21 36.6 EZ5127 EZ5127! - Elev Factor x Scale Factor = Combined Factor EZ5127!SPC NC - 0.99998411 x 0.99993101 = 0.99991512 EZ5127!UTM 17 - 0.99998411 x 1.00014078 = 1.00012489 EZ5127 EZ5127: Primary Azimuth Mark Grid Az EZ5127:SPC NC - MT ZION 186 43 01.6 EZ5127:UTM 17 - MT ZION 185 32 30.7 EZ5127 EZ5127|---------------------------------------------------------------------| EZ5127| PID Reference Object Distance Geod. Az | EZ5127| dddmmss.s | EZ5127| EZ0983 MT ZION APPROX. 0.9 KM 1865407.3 | EZ5127|---------------------------------------------------------------------| EZ5127 EZ5127 SUPERSEDED SURVEY CONTROL EZ5127 EZ5127 NAD 27 - 35 52 17.56864(N) 078 40 47.65177(W) AD( ) 2 EZ5127 NGVD 29 (07/19/86) 134.0 (m) 440. (f) VERT ANG EZ5127 EZ5127.Superseded values are not recommended for survey control. EZ5127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5127.See file dsdata.txt to determine how the superseded data were derived. EZ5127 EZ5127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0948672204(NAD 83) EZ5127_MARKER: DE = TRAVERSE STATION DISK EZ5127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5127_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5127_STAMPING: JEFFREYS 1961 EZ5127_MARK LOGO: NCGS EZ5127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5127+STABILITY: SURFACE MOTION EZ5127 EZ5127 HISTORY - Date Condition Report By EZ5127 HISTORY - 1961 MONUMENTED NCGS EZ5127 EZ5127 STATION DESCRIPTION EZ5127 EZ5127'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ5127'JEFFREYS IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ5127'ESTABLISHED IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5127' EZ5127'JEFFREYS IS 7.0 MILES N OF RALEIGH. PROCEED WEST ON U.S. 70 EZ5127'FOR 5.3 MILES TO BRIDGE OVER CRABTREE CREEK, CONTINUE ON EZ5127'U.S. 70 FOR 0.4 MILES TO INTERSECTION OF NC 50 TOWARDS EZ5127'CREEDMOOR, STAY ON NC 50 AND GO 2.15 MILES TO STATION ON EZ5127'RIGHT SIDE OF HIGHWAY OR 0.1 MILES N OF JEFFREYS GROVE SCHOOL. EZ5127' EZ5127'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5127'JEFFREYS 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ5127'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5127' EZ5127'MARK IS EZ5127' EZ5127'34.1 FT E OF C/L OF NC 50 EZ5127' EZ5127'13.5 FT NE OF 3 LEAD NAILS IN CROSSROAD SIGN EZ5127' EZ5127'112.1 FT S OF 3 LEAD NAILS IN PP EZ5127' EZ5127'110.0 FT E OF NE CORNER OF SMALL CONCRETE BLOCK RESIDENCE 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5691 *********************************************************************** EZ5691 DESIGNATION - JEFFROS EZ5691 PID - EZ5691 EZ5691 STATE/COUNTY- NC/WAKE EZ5691 USGS QUAD - KNIGHTDALE (1993) EZ5691 EZ5691 *CURRENT SURVEY CONTROL EZ5691 ___________________________________________________________________ EZ5691* NAD 83(1986)- 35 47 13.75059(N) 078 22 30.24207(W) ADJUSTED EZ5691* NAVD 88 - 102.4 (meters) 336. (feet) VERTCON EZ5691 ___________________________________________________________________ EZ5691 LAPLACE CORR- -4.70 (seconds) DEFLEC99 EZ5691 GEOID HEIGHT- -33.95 (meters) GEOID03 EZ5691 EZ5691 HORZ ORDER - SECOND EZ5691 EZ5691.The North Carolina HARNS have been completed but, EZ5691.due to contractual restrictions, coordinates for these stations EZ5691.will NOT be published in the near future. In the interim, the EZ5691.published coordinates in North Carolina will not be EZ5691.consistent with the Continuously Operating Reference Stations EZ5691.(CORS). The HARN coordinates for these stations are available EZ5691.upon request. Contact Gary Thompson(919-733-3836). EZ5691. EZ5691.In addition, the published North Carolina positions EZ5691.(NAD 83 (1986)) are NOT consistent with those determined in EZ5691.adjacent state readjustments. The discontinuity between stations EZ5691.located in North Carolina and those in adjacent states EZ5691.which have been adjusted to the HARN may be as much as 5 EZ5691.decimeters. This will result in a significant loss of accuracy EZ5691.over lines crossing such state borders. EZ5691 EZ5691 EZ5691.The horizontal coordinates were established by classical geodetic methods EZ5691.and adjusted by the National Geodetic Survey in January 1990. EZ5691 EZ5691.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5691 EZ5691.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5691 EZ5691.The geoid height was determined by GEOID03. EZ5691 EZ5691; North East Units Scale Factor Converg. EZ5691;SPC NC - 226,163.170 666,093.373 MT 0.99991615 +0 21 38.5 EZ5691;SPC NC - 742,003.67 2,185,341.34 sFT 0.99991615 +0 21 38.5 EZ5691;UTM 17 - 3,963,520.235 737,239.492 MT 1.00029359 +1 32 08.6 EZ5691 EZ5691! - Elev Factor x Scale Factor = Combined Factor EZ5691!SPC NC - 0.99998925 x 0.99991615 = 0.99990540 EZ5691!UTM 17 - 0.99998925 x 1.00029359 = 1.00028284 EZ5691 EZ5691: Primary Azimuth Mark Grid Az EZ5691:SPC NC - REDUCE 328 53 46.4 EZ5691:UTM 17 - REDUCE 327 43 16.3 EZ5691 EZ5691|---------------------------------------------------------------------| EZ5691| PID Reference Object Distance Geod. Az | EZ5691| dddmmss.s | EZ5691| EZ5688 GRADED 305.655 METERS 14257 | EZ5691| EZ5702 REDUCE APPROX. 0.9 KM 3291524.9 | EZ5691|---------------------------------------------------------------------| EZ5691 EZ5691 SUPERSEDED SURVEY CONTROL EZ5691 EZ5691 NGVD 29 (01/12/90) 102.7 (m) 337. (f) VERT ANG EZ5691 EZ5691.Superseded values are not recommended for survey control. EZ5691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5691.See file dsdata.txt to determine how the superseded data were derived. EZ5691 EZ5691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3723963520(NAD 83) EZ5691_MARKER: DE = TRAVERSE STATION DISK EZ5691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5691_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5691+STABILITY: SURFACE MOTION EZ5691_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ5691+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005 EZ5691 EZ5691 HISTORY - Date Condition Report By EZ5691 HISTORY - 1980 MONUMENTED NCGS EZ5691 HISTORY - 20050415 GOOD USPSQD EZ5691 EZ5691 STATION DESCRIPTION EZ5691 EZ5691'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EZ5691'THE STATION IS LOCATED AT THE WEST SIDE OF WENDELL. EZ5691' EZ5691'TO REACH THE STATION FROM THE INTERSECTION OF US 64 BUSINESS WITH NC EZ5691'231 IN WENDELL, PROCEED WESTERLY ALONG US 64 BUSINESS FOR 0.8 MILES TO EZ5691'STATION ON THE LEFT AT THE SOUTHEAST ENTRANCE TO JEFFROS BIG BURGER EZ5691'RESTAURANT. EZ5691' EZ5691'STATION MARK IS A STANDARD DISK STAMPED---JEFFROS 1980---SET IN TOP OF EZ5691'A 10 INCH CONCRETE CYLINDER 1 INCH BELOW GROUND SURFACE. THE MARK IS EZ5691'2.8 FEET SOUTHWEST OF CURB OF US 64 BUSINESS, 25.5 FEET SOUTHEAST OF EZ5691'THE CENTERLINE OF DRIVEWAY ENTRANCE TO JEFFROS, 2.4 FEET WEST OF EZ5691'--SPEED LIMIT 25--SIGN POST, 7.6 FEET NORTH-NORTHWEST OF POWER POLE EZ5691'WITH REFERENCE TAG, 19.5 FEET NORTHEAST OF POWER POLE WITH REFERENCE EZ5691'TAG, AND 86.7 FEET SOUTHEAST OF--JEFFROS BIG BURGER --SIGN POST. EZ5691 EZ5691 STATION RECOVERY (2005) EZ5691 EZ5691'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ5691'N 35 47.229 EZ5691'W 078 22.505 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5349 *********************************************************************** EZ5349 DESIGNATION - JENKS EZ5349 PID - EZ5349 EZ5349 STATE/COUNTY- NC/WAKE EZ5349 USGS QUAD - NEW HILL (1983) EZ5349 EZ5349 *CURRENT SURVEY CONTROL EZ5349 ___________________________________________________________________ EZ5349* NAD 83(1986)- 35 44 39.80054(N) 078 54 59.82710(W) ADJUSTED EZ5349* NAVD 88 - 105.71 (+/-2cm) 346.8 (feet) VERTCON EZ5349 ___________________________________________________________________ EZ5349 LAPLACE CORR- -6.21 (seconds) DEFLEC99 EZ5349 GEOID HEIGHT- -31.94 (meters) GEOID03 EZ5349 EZ5349 HORZ ORDER - SECOND EZ5349 VERT ORDER - THIRD ? (See Below) EZ5349 EZ5349.The North Carolina HARNS have been completed but, EZ5349.due to contractual restrictions, coordinates for these stations EZ5349.will NOT be published in the near future. In the interim, the EZ5349.published coordinates in North Carolina will not be EZ5349.consistent with the Continuously Operating Reference Stations EZ5349.(CORS). The HARN coordinates for these stations are available EZ5349.upon request. Contact Gary Thompson(919-733-3836). EZ5349. EZ5349.In addition, the published North Carolina positions EZ5349.(NAD 83 (1986)) are NOT consistent with those determined in EZ5349.adjacent state readjustments. The discontinuity between stations EZ5349.located in North Carolina and those in adjacent states EZ5349.which have been adjusted to the HARN may be as much as 5 EZ5349.decimeters. This will result in a significant loss of accuracy EZ5349.over lines crossing such state borders. EZ5349 EZ5349 EZ5349.The horizontal coordinates were established by classical geodetic methods EZ5349.and adjusted by the National Geodetic Survey in July 1986. EZ5349 EZ5349.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5349.The vertical order pertains to the NGVD 29 superseded value. EZ5349 EZ5349.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5349 EZ5349.The geoid height was determined by GEOID03. EZ5349 EZ5349; North East Units Scale Factor Converg. EZ5349;SPC NC - 221,244.079 617,142.693 MT 0.99990946 +0 02 53.3 EZ5349;SPC NC - 725,864.95 2,024,742.32 sFT 0.99990946 +0 02 53.3 EZ5349;UTM 17 - 3,957,599.401 688,387.574 MT 1.00003734 +1 13 02.7 EZ5349 EZ5349! - Elev Factor x Scale Factor = Combined Factor EZ5349!SPC NC - 0.99998842 x 0.99990946 = 0.99989788 EZ5349!UTM 17 - 0.99998842 x 1.00003734 = 1.00002576 EZ5349 EZ5349: Primary Azimuth Mark Grid Az EZ5349:SPC NC - MILLS 082 53 53.7 EZ5349:UTM 17 - MILLS 081 43 44.3 EZ5349 EZ5349|---------------------------------------------------------------------| EZ5349| PID Reference Object Distance Geod. Az | EZ5349| dddmmss.s | EZ5349| EZ1131 MILLS APPROX. 0.9 KM 0825647.0 | EZ5349| EZ1128 WHITE OAKS RM 2 RESET 397.544 METERS 26451 | EZ5349|---------------------------------------------------------------------| EZ5349 EZ5349 SUPERSEDED SURVEY CONTROL EZ5349 EZ5349 NAD 27 - 35 44 39.25785(N) 078 55 00.79800(W) AD( ) 2 EZ5349 NGVD 29 (07/19/86) 105.96 (m) 347.6 (f) LEVELING 3 EZ5349 EZ5349.Superseded values are not recommended for survey control. EZ5349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5349.See file dsdata.txt to determine how the superseded data were derived. EZ5349 EZ5349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8838857599(NAD 83) EZ5349_MARKER: DE = TRAVERSE STATION DISK EZ5349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5349_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5349_STAMPING: JENKS 1961 EZ5349_MARK LOGO: NCGS EZ5349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5349+STABILITY: SURFACE MOTION EZ5349 EZ5349 HISTORY - Date Condition Report By EZ5349 HISTORY - 1961 MONUMENTED NCGS EZ5349 EZ5349 STATION DESCRIPTION EZ5349 EZ5349'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ5349'JENKS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ5349'THE VICINITY OF DURHAM, NORTH CAROLINA. EZ5349' EZ5349'JENKS IS LOCATED APPROXIMATELY 3.9 MILES NORTHWEST OF APEX, EZ5349'N.C. AND 4.4 MILES NORTH OF NEW HILL, N. C. TO REACH STATION EZ5349'PROCEED FROM THE INTERSECTION OF U.S. 64 AND NC 55 WEST ON U.S. 64 EZ5349'FOR 2.3 MILES TO STATION. THE STATION IS LOCATED ON THE SOUTH EZ5349'SHOULDER OF U.S. 64, 95 FT SW OF TRAFFIC ISLAND AT INTERSECTION EZ5349'OF SR 1601. NOTE--THE STATION DISK HAS BEEN KNOCKED OFF BUT PIN EZ5349'IS INTACT. EZ5349' EZ5349'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5349'JENKS 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5349'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ5349' EZ5349'MARK IS EZ5349' EZ5349'13.65 FT S OF C/L OF U.S. 64 EZ5349' EZ5349'73.25 FT S OF PP 96 WITH ALUMINUM REF. TAG EZ5349' EZ5349'95.4 FT SW OF SOUTH FACE OF STOP SIGN WITH ALUMINUM REF. TAG IN EZ5349'TRAFFIC ISLAND EZ5349' EZ5349'64.0 FT WNW OF 4X4 ROAD SIGN WITH ALUMINUM REF. TAG ON SOUTH EZ5349'BANK OF U.S. 64 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4480 *********************************************************************** EZ4480 DESIGNATION - JIM AVERY EZ4480 PID - EZ4480 EZ4480 STATE/COUNTY- NC/WAKE EZ4480 USGS QUAD - ROLESVILLE (1993) EZ4480 EZ4480 *CURRENT SURVEY CONTROL EZ4480 ___________________________________________________________________ EZ4480* NAD 83(1986)- 35 57 41.74213(N) 078 27 20.73383(W) ADJUSTED EZ4480* NAVD 88 - 132.1 (meters) 433. (feet) VERTCON EZ4480 ___________________________________________________________________ EZ4480 LAPLACE CORR- -7.04 (seconds) DEFLEC99 EZ4480 GEOID HEIGHT- -33.20 (meters) GEOID03 EZ4480 EZ4480 HORZ ORDER - SECOND EZ4480 EZ4480.The North Carolina HARNS have been completed but, EZ4480.due to contractual restrictions, coordinates for these stations EZ4480.will NOT be published in the near future. In the interim, the EZ4480.published coordinates in North Carolina will not be EZ4480.consistent with the Continuously Operating Reference Stations EZ4480.(CORS). The HARN coordinates for these stations are available EZ4480.upon request. Contact Gary Thompson(919-733-3836). EZ4480. EZ4480.In addition, the published North Carolina positions EZ4480.(NAD 83 (1986)) are NOT consistent with those determined in EZ4480.adjacent state readjustments. The discontinuity between stations EZ4480.located in North Carolina and those in adjacent states EZ4480.which have been adjusted to the HARN may be as much as 5 EZ4480.decimeters. This will result in a significant loss of accuracy EZ4480.over lines crossing such state borders. EZ4480 EZ4480 EZ4480.The horizontal coordinates were established by classical geodetic methods EZ4480.and adjusted by the National Geodetic Survey in July 1986. EZ4480 EZ4480.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4480 EZ4480.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4480 EZ4480.The geoid height was determined by GEOID03. EZ4480 EZ4480; North East Units Scale Factor Converg. EZ4480;SPC NC - 245,474.120 658,693.002 MT 0.99994922 +0 18 50.8 EZ4480;SPC NC - 805,359.68 2,161,061.96 sFT 0.99994922 +0 18 50.8 EZ4480;UTM 17 - 3,982,681.479 729,441.085 MT 1.00024871 +1 29 41.1 EZ4480 EZ4480! - Elev Factor x Scale Factor = Combined Factor EZ4480!SPC NC - 0.99998447 x 0.99994922 = 0.99993369 EZ4480!UTM 17 - 0.99998447 x 1.00024871 = 1.00023318 EZ4480 EZ4480|---------------------------------------------------------------------| EZ4480| PID Reference Object Distance Geod. Az | EZ4480| dddmmss.s | EZ4480| EZ4478 WABUN 372.934 METERS 10737 | EZ4480|---------------------------------------------------------------------| EZ4480 EZ4480 SUPERSEDED SURVEY CONTROL EZ4480 EZ4480 NAD 27 - 35 57 41.19166(N) 078 27 21.73574(W) AD( ) 2 EZ4480 NGVD 29 (07/19/86) 132.4 (m) 434. (f) VERT ANG EZ4480 EZ4480.Superseded values are not recommended for survey control. EZ4480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4480.See file dsdata.txt to determine how the superseded data were derived. EZ4480 EZ4480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2944182681(NAD 83) EZ4480_MARKER: DE = TRAVERSE STATION DISK EZ4480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4480_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4480_MAGNETIC: N = NO MAGNETIC MATERIAL EZ4480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4480+STABILITY: SURFACE MOTION EZ4480 EZ4480 HISTORY - Date Condition Report By EZ4480 HISTORY - 1978 MONUMENTED NCGS EZ4480 HISTORY - 1987 GOOD USPSQD EZ4480 HISTORY - 20041203 MARK NOT FOUND USPSQD EZ4480 EZ4480 STATION DESCRIPTION EZ4480 EZ4480'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ4480'THE STATION IS LOCATED APPROXIMATELY 2.6 MILES NORTH OF ROLESVILLE AND EZ4480'3.2 MILES EAST OF WAKE FOREST. EZ4480' EZ4480'TO REACH THE STATION FROM THE INTERSECTION OF NC 98 WITH NC 96 AT EZ4480'FRAZIERS CROSSROADS, PROCEED WESTERLY ALONG NC 98 FOR 1.2 MILES TO EZ4480'STATION ON THE LEFT, IN NORTHWEST CORNER OF YARD OF JIM AVERYS MOBILE EZ4480'HOME AND 0.15 MILE WEST OF SR 1945 CROSSROADS. EZ4480' EZ4480'STATION MARK IS A STANDARD DISK STAMPED---JIM AVERY 1978---SET IN THE EZ4480'TOP OF A CONCRETE CYLINDER WHICH IS 3 INCHES BELOW THE GROUND SURFACE. EZ4480'THE MARK IS 47.5 FEET SOUTHWEST OF CENTERLINE OF NC 98, 21.5 FEET EZ4480'NORTHWEST OF CENTERLINE OF DIRT DRIVEWAY TO RESIDENCE, 91.7 FEET NORTH EZ4480'OF NORTH CORNER OF RESIDENCE, 114.0 FEET NORTHEAST OF CENTER OF TOP OF EZ4480'WELL HOUSE AND 60.4 FEET WEST-NORTHWEST OF TELEPHONE POLE 84 WITH EZ4480'REFERENCE TAG. EZ4480 EZ4480 STATION RECOVERY (1987) EZ4480 EZ4480'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ4480'RECOVERED IN GOOD CONDITION. EZ4480 EZ4480 STATION RECOVERY (2004) EZ4480 EZ4480'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ4480'POWER POLE W/REFERENCE MARK PRESENT BUT NO MARKER 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1913 *********************************************************************** EZ1913 DESIGNATION - JIMWIL EZ1913 PID - EZ1913 EZ1913 STATE/COUNTY- NC/WAKE EZ1913 USGS QUAD - WAKE FOREST (1987) EZ1913 EZ1913 *CURRENT SURVEY CONTROL EZ1913 ___________________________________________________________________ EZ1913* NAD 83(1986)- 35 57 58.99969(N) 078 31 03.56258(W) ADJUSTED EZ1913* NAVD 88 - 122.385 (meters) 401.52 (feet) ADJUSTED EZ1913 ___________________________________________________________________ EZ1913 LAPLACE CORR- -7.10 (seconds) DEFLEC99 EZ1913 GEOID HEIGHT- -32.92 (meters) GEOID03 EZ1913 DYNAMIC HT - 122.282 (meters) 401.19 (feet) COMP EZ1913 MODELED GRAV- 979,782.8 (mgal) NAVD 88 EZ1913 EZ1913 HORZ ORDER - SECOND EZ1913 VERT ORDER - FIRST CLASS II EZ1913 EZ1913.The North Carolina HARNS have been completed but, EZ1913.due to contractual restrictions, coordinates for these stations EZ1913.will NOT be published in the near future. In the interim, the EZ1913.published coordinates in North Carolina will not be EZ1913.consistent with the Continuously Operating Reference Stations EZ1913.(CORS). The HARN coordinates for these stations are available EZ1913.upon request. Contact Gary Thompson(919-733-3836). EZ1913. EZ1913.In addition, the published North Carolina positions EZ1913.(NAD 83 (1986)) are NOT consistent with those determined in EZ1913.adjacent state readjustments. The discontinuity between stations EZ1913.located in North Carolina and those in adjacent states EZ1913.which have been adjusted to the HARN may be as much as 5 EZ1913.decimeters. This will result in a significant loss of accuracy EZ1913.over lines crossing such state borders. EZ1913 EZ1913 EZ1913.The horizontal coordinates were established by classical geodetic methods EZ1913.and adjusted by the National Geodetic Survey in July 1986. EZ1913 EZ1913.The orthometric height was determined by differential leveling EZ1913.and adjusted by the National Geodetic Survey in June 1991. EZ1913 EZ1913.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1913 EZ1913.The geoid height was determined by GEOID03. EZ1913 EZ1913.The dynamic height is computed by dividing the NAVD 88 EZ1913.geopotential number by the normal gravity value computed on the EZ1913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1913.degrees latitude (g = 980.6199 gals.). EZ1913 EZ1913.The modeled gravity was interpolated from observed gravity values. EZ1913 EZ1913; North East Units Scale Factor Converg. EZ1913;SPC NC - 245,977.127 653,107.221 MT 0.99995026 +0 16 42.2 EZ1913;SPC NC - 807,009.96 2,142,735.94 sFT 0.99995026 +0 16 42.2 EZ1913;UTM 17 - 3,983,069.422 723,844.542 MT 1.00021745 +1 27 30.6 EZ1913 EZ1913! - Elev Factor x Scale Factor = Combined Factor EZ1913!SPC NC - 0.99998596 x 0.99995026 = 0.99993622 EZ1913!UTM 17 - 0.99998596 x 1.00021745 = 1.00020341 EZ1913 EZ1913: Primary Azimuth Mark Grid Az EZ1913:SPC NC - MARGO 017 53 44.2 EZ1913:UTM 17 - MARGO 016 42 55.8 EZ1913 EZ1913|---------------------------------------------------------------------| EZ1913| PID Reference Object Distance Geod. Az | EZ1913| dddmmss.s | EZ1913| EZ1911 MARGO 432.211 METERS 0181026.4 | EZ1913| EZ1914 FORESTVILLE APPROX. 0.6 KM 1853456.5 | EZ1913|---------------------------------------------------------------------| EZ1913 EZ1913 SUPERSEDED SURVEY CONTROL EZ1913 EZ1913 NAD 27 - 35 57 58.45814(N) 078 31 04.55942(W) AD( ) 2 EZ1913 NGVD 29 (03/05/92) 122.659 (m) 402.42 (f) ADJUSTED 1 2 EZ1913 EZ1913.Superseded values are not recommended for survey control. EZ1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1913.See file dsdata.txt to determine how the superseded data were derived. EZ1913 EZ1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2384583069(NAD 83) EZ1913_MARKER: DE = TRAVERSE STATION DISK EZ1913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1913_SP_SET: CONCRETE POST EZ1913_STAMPING: JIMWIL 1978 EZ1913_MARK LOGO: NCGS EZ1913_PROJECTION: RECESSED 8 CENTIMETERS EZ1913_MAGNETIC: N = NO MAGNETIC MATERIAL EZ1913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1913+STABILITY: SURFACE MOTION EZ1913 EZ1913 HISTORY - Date Condition Report By EZ1913 HISTORY - 1978 MONUMENTED NCGS EZ1913 HISTORY - 1980 GOOD NCGS EZ1913 HISTORY - 1987 GOOD USPSQD EZ1913 HISTORY - 1987 GOOD USPSQD EZ1913 HISTORY - 20041128 MARK NOT FOUND USPSQD EZ1913 EZ1913 STATION DESCRIPTION EZ1913 EZ1913'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ1913'THE STATION IS LOCATED 1.0 MILE SOUTH OF WAKE FOREST. EZ1913' EZ1913'TO REACH THE STATION FROM THE SOUTHERNMOST INTERSECTION OF US 1A WITH EZ1913'NC 98 IN WAKE FOREST, PROCEED SOUTHERLY ALONG US 1A FOR 0.9 MILE TO EZ1913'STATION ON THE RIGHT IN SHOULDER IN FRONT OF AN ABANDONED 2 STORY EZ1913'HOUSE AND 0.35 MILE NORTH OF Y INTERSECTION WITH SR 2049 (SOUTH) AT EZ1913'FORESTVILLE. EZ1913' EZ1913'STATION MARK IS A STANDARD DISK STAMPED---JIMWIL 1978---SET IN THE TOP EZ1913'OF A CONCRETE CYLINDER WHICH IS 3 INCHES BELOW THE GROUND SURFACE. EZ1913'THE MARK IS 17.5 FEET WEST OF CENTERLINE OF US 1A, 44.0 FEET SOUTH- EZ1913'SOUTHWEST OF SOUTH END OF CULVERT UNDER DIRT DRIVE, 32.1 FEET EZ1913'SOUTHEAST OF 48 INCH WHITE OAK WITH REFERENCE TAG AND 49.6 FEET EZ1913'NORTHEAST OF PROPERTY IRON AND WATER METER. EZ1913 EZ1913 STATION RECOVERY (1980) EZ1913 EZ1913'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ1913'1 MI SOUTH FROM WAKE FOREST. EZ1913'0.9 MILE SOUTH ALONG U.S. 1-A FROM THE INTERSECTION WITH N.C. 98 EZ1913'IN WAKE FOREST, OR 0.35 MILE NORTH OF Y INTERSECTION WITH SR 2049 EZ1913'AT FORESTVILLE, IN WEST SHOULDER OF HIGHWAY IN FRONT OF AN EZ1913'ABANDONED TWO-STORY HOUSE, 17.5 FEET WEST OF CENTERLINE OF EZ1913'HIGHWAY, 32.1 FEET SOUTHEAST OF 48-INCH WHITE OAK WITH REFERENCE EZ1913'TAG, 49.6 FEET NORTHEAST OF PROPERTY IRON AND WATER METER AND EZ1913'177.3 FEET NORTH OF WAKE FOREST CITY LIMIT SIGN. EZ1913'THE MARK IS 1 FT BELOW HIGHWAY. EZ1913 EZ1913 STATION RECOVERY (1987) EZ1913 EZ1913'RECOVERY NOTE BY US POWER SQUADRON 1987 (SM) EZ1913'RECOVERED IN GOOD CONDITION. EZ1913 EZ1913 STATION RECOVERY (1987) EZ1913 EZ1913'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ1913'RECOVERED IN GOOD CONDITION. EZ1913 EZ1913 STATION RECOVERY (2004) EZ1913 EZ1913'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ1913'MARK NOT FOUND, MAJOR HIGWAY BY-PASS INTERSECTION CONSTRUCTION,MARKER EZ1913'INSTRUCTIONS PLACE MARKER IN HIGHWAY 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1100 *********************************************************************** EZ1100 DESIGNATION - JOBER EZ1100 PID - EZ1100 EZ1100 STATE/COUNTY- NC/WAKE EZ1100 USGS QUAD - CARY (1993) EZ1100 EZ1100 *CURRENT SURVEY CONTROL EZ1100 ___________________________________________________________________ EZ1100* NAD 83(1986)- 35 52 20.83861(N) 078 48 57.27187(W) ADJUSTED EZ1100* NAVD 88 - 111.768 (meters) 366.69 (feet) ADJUSTED EZ1100 ___________________________________________________________________ EZ1100 LAPLACE CORR- -6.12 (seconds) DEFLEC99 EZ1100 GEOID HEIGHT- -31.96 (meters) GEOID03 EZ1100 DYNAMIC HT - 111.675 (meters) 366.39 (feet) COMP EZ1100 MODELED GRAV- 979,793.7 (mgal) NAVD 88 EZ1100 EZ1100 HORZ ORDER - SECOND EZ1100 VERT ORDER - SECOND CLASS II EZ1100 EZ1100.The North Carolina HARNS have been completed but, EZ1100.due to contractual restrictions, coordinates for these stations EZ1100.will NOT be published in the near future. In the interim, the EZ1100.published coordinates in North Carolina will not be EZ1100.consistent with the Continuously Operating Reference Stations EZ1100.(CORS). The HARN coordinates for these stations are available EZ1100.upon request. Contact Gary Thompson(919-733-3836). EZ1100. EZ1100.In addition, the published North Carolina positions EZ1100.(NAD 83 (1986)) are NOT consistent with those determined in EZ1100.adjacent state readjustments. The discontinuity between stations EZ1100.located in North Carolina and those in adjacent states EZ1100.which have been adjusted to the HARN may be as much as 5 EZ1100.decimeters. This will result in a significant loss of accuracy EZ1100.over lines crossing such state borders. EZ1100 EZ1100 EZ1100.The horizontal coordinates were established by classical geodetic methods EZ1100.and adjusted by the National Geodetic Survey in July 1986. EZ1100 EZ1100.The orthometric height was determined by differential leveling EZ1100.and adjusted by the National Geodetic Survey in June 1991. EZ1100 EZ1100.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1100 EZ1100.The geoid height was determined by GEOID03. EZ1100 EZ1100.The dynamic height is computed by dividing the NAVD 88 EZ1100.geopotential number by the normal gravity value computed on the EZ1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1100.degrees latitude (g = 980.6199 gals.). EZ1100 EZ1100.The modeled gravity was interpolated from observed gravity values. EZ1100 EZ1100; North East Units Scale Factor Converg. EZ1100;SPC NC - 235,464.823 626,225.089 MT 0.99993116 +0 06 22.5 EZ1100;SPC NC - 772,520.84 2,054,540.15 sFT 0.99993116 +0 06 22.5 EZ1100;UTM 17 - 3,972,004.870 697,178.513 MT 1.00007910 +1 16 48.9 EZ1100 EZ1100! - Elev Factor x Scale Factor = Combined Factor EZ1100!SPC NC - 0.99998747 x 0.99993116 = 0.99991864 EZ1100!UTM 17 - 0.99998747 x 1.00007910 = 1.00006657 EZ1100 EZ1100: Primary Azimuth Mark Grid Az EZ1100:SPC NC - GASTON 170 32 55.8 EZ1100:UTM 17 - GASTON 169 22 29.4 EZ1100 EZ1100|---------------------------------------------------------------------| EZ1100| PID Reference Object Distance Geod. Az | EZ1100| dddmmss.s | EZ1100| EZ1101 GASTON 402.169 METERS 1703918.3 | EZ1100| EZ5446 TRIPLE OAK 335.668 METERS 24601 | EZ1100| EZ1099 SCOLLON 316.403 METERS 33516 | EZ1100|---------------------------------------------------------------------| EZ1100 EZ1100 SUPERSEDED SURVEY CONTROL EZ1100 EZ1100 NAD 27 - 35 52 20.31436(N) 078 48 58.25113(W) AD( ) 2 EZ1100 NGVD 29 (??/??/92) 112.020 (m) 367.52 (f) ADJ UNCH 2 2 EZ1100 EZ1100.Superseded values are not recommended for survey control. EZ1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1100.See file dsdata.txt to determine how the superseded data were derived. EZ1100 EZ1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9717972005(NAD 83) EZ1100_MARKER: DE = TRAVERSE STATION DISK EZ1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1100_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1100_STAMPING: JOBER 1973 EZ1100_MAGNETIC: N = NO MAGNETIC MATERIAL EZ1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1100+STABILITY: SURFACE MOTION EZ1100 EZ1100 HISTORY - Date Condition Report By EZ1100 HISTORY - 1973 MONUMENTED NCGS EZ1100 HISTORY - 1974 GOOD NCGS EZ1100 HISTORY - 20040902 SEE DESCRIPTION NCGS EZ1100 HISTORY - 20050529 MARK NOT FOUND USPSQD EZ1100 EZ1100 STATION DESCRIPTION EZ1100 EZ1100'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (LWA) EZ1100'JOBER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ1100'VICINITY OF MORRISVILLE, NORTH CAROLINA. EZ1100' EZ1100'JOBER IS LOCATED APPROXIMATELY 3.5 MILES NORTH OF MORRISVILLE, AND EZ1100'11.8 MILES WNW OF RALEIGH. TO REACH STATION FROM THE SR 1788 (RDU EZ1100'AIRPORT ROAD) OVERPASS OF I-40 (WEST), PROCEED ESE ALONG SR 1788 EZ1100'FOR 0.2 MILES TO T INTERSECTION WITH SR 1789, THENCE NNW ALONG SR EZ1100'1789 FOR 0.75 MILES TO STATION ON RIGHT, ACROSS DITCH. 0.25 EZ1100'MILES NORTH OF INTERSECTION WITH SR 1792, AND APPROXIMATELY 100 FEET EZ1100'EAST OF A WHITE FRAME DWELLING. EZ1100' EZ1100'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED JOBER EZ1100'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 4 EZ1100'INCHES BELOW THE SURFACE OF THE GROUND. EZ1100' EZ1100'MARK IS EZ1100'28.3 FEET E OF C/L OF SR 1789. EZ1100'81.2 FEET SE OF 7 INCH OAK W/ALUMINUM REF. TAG. EZ1100'88.3 FEET NE OF 18 INCH OAK W/ALUMINUM REF. TAG. EZ1100'87.1 FEET NNE OF TOP CENTER OF N END OF CONCRETE CULVERT UNDER EZ1100'DIRT DRIVE (WEST). EZ1100'7.5 FEET ESE OF MAILBOX SUPPORT POST W/ALUMINUM POST REF. EZ1100'TAG. EZ1100 EZ1100 STATION RECOVERY (1974) EZ1100 EZ1100'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 EZ1100'3.5 MI N FROM MORRISVILLE. EZ1100'JOBER IS LOCATED APPROXIMATELY 11.8 MILES WNW OF RALEIGH. TO EZ1100'REACH STATION FROM THE SR 1788 (RDU AIRPORT ROAD) OVERPASS OF EZ1100'I-40 (WEST), PROCEED ESE ALONG SR 1788 FOR 0.2 MILES TO T EZ1100'INTERSECTION WITH SR 1789, THENCE NNW ALONG SR 1789 FOR 0.75 MILE EZ1100'TO STATION ON RIGHT, ACROSS DITCH, 0.25 MILE NORTH OF INTERSECTION EZ1100'WITH SR 1792, AND APPROXIMATELY 100 FT EAST OF A WHITE FRAME EZ1100'DWELLING, 28.3 FT E OF C/L OF SR 1789, 81.2 FT SE OF 7 IN OAK EZ1100'W/ALUMINUM REF. TAG, 88.3 FT NE OF 18 IN OAK W/ALUMINUM REF. EZ1100'TAG, 87.1 FT NNE OF TOP CENTER OF N END OF CONCRETE CULVERT EZ1100'UNDER DIRT DRIVE (WEST), AND 7.5 FT ESE OF MAILBOX SUPPORT POST EZ1100'W/ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER, 4 INCHES EZ1100'BELOW THE SURFACE OF THE GROUND. EZ1100 EZ1100 STATION RECOVERY (2004) EZ1100 EZ1100'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL) EZ1100'STATION WAS NOT FOUND, MAY BE LOST. ALL REFERENCES ARE GONE. RTK GPS EZ1100'POSITION FALLS IN A GARDEN. PROBED TO A DEPTH OF 1-FT IN 3-FT RADIUS EZ1100'AND FOUND NOTHING. EZ1100 EZ1100 STATION RECOVERY (2005) EZ1100 EZ1100'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ1100'MARK NOT FOUND 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6561 *********************************************************************** EZ6561 DESIGNATION - JOFRANK EZ6561 PID - EZ6561 EZ6561 STATE/COUNTY- NC/WAKE EZ6561 USGS QUAD - RALEIGH WEST (1988) EZ6561 EZ6561 *CURRENT SURVEY CONTROL EZ6561 ___________________________________________________________________ EZ6561* NAD 83(1986)- 35 45 31.46464(N) 078 43 54.16105(W) ADJUSTED EZ6561* NAVD 88 - 141.8 (meters) 465. (feet) VERTCON EZ6561 ___________________________________________________________________ EZ6561 LAPLACE CORR- -6.86 (seconds) DEFLEC99 EZ6561 GEOID HEIGHT- -32.57 (meters) GEOID03 EZ6561 EZ6561 HORZ ORDER - SECOND EZ6561 EZ6561.The North Carolina HARNS have been completed but, EZ6561.due to contractual restrictions, coordinates for these stations EZ6561.will NOT be published in the near future. In the interim, the EZ6561.published coordinates in North Carolina will not be EZ6561.consistent with the Continuously Operating Reference Stations EZ6561.(CORS). The HARN coordinates for these stations are available EZ6561.upon request. Contact Gary Thompson(919-733-3836). EZ6561. EZ6561.In addition, the published North Carolina positions EZ6561.(NAD 83 (1986)) are NOT consistent with those determined in EZ6561.adjacent state readjustments. The discontinuity between stations EZ6561.located in North Carolina and those in adjacent states EZ6561.which have been adjusted to the HARN may be as much as 5 EZ6561.decimeters. This will result in a significant loss of accuracy EZ6561.over lines crossing such state borders. EZ6561 EZ6561 EZ6561.The horizontal coordinates were established by classical geodetic methods EZ6561.and adjusted by the National Geodetic Survey in December 1992. EZ6561 EZ6561.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6561 EZ6561.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6561 EZ6561.The geoid height was determined by GEOID03. EZ6561 EZ6561; North East Units Scale Factor Converg. EZ6561;SPC NC - 222,865.876 633,862.400 MT 0.99991164 +0 09 17.5 EZ6561;SPC NC - 731,185.79 2,079,596.89 sFT 0.99991164 +0 09 17.5 EZ6561;UTM 17 - 3,959,562.645 705,073.454 MT 1.00011825 +1 19 33.6 EZ6561 EZ6561! - Elev Factor x Scale Factor = Combined Factor EZ6561!SPC NC - 0.99998286 x 0.99991164 = 0.99989450 EZ6561!UTM 17 - 0.99998286 x 1.00011825 = 1.00010111 EZ6561 EZ6561 SUPERSEDED SURVEY CONTROL EZ6561 EZ6561 NGVD 29 (12/28/92) 142.0 (m) 466. (f) VERT ANG EZ6561 EZ6561.Superseded values are not recommended for survey control. EZ6561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6561.See file dsdata.txt to determine how the superseded data were derived. EZ6561 EZ6561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0507359563(NAD 83) EZ6561_MARKER: DH = HORIZONTAL CONTROL DISK EZ6561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6561_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6561_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6561+STABILITY: SURFACE MOTION EZ6561 EZ6561 HISTORY - Date Condition Report By EZ6561 HISTORY - 1984 MONUMENTED NCGS EZ6561 EZ6561 STATION DESCRIPTION EZ6561 EZ6561'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6561'THE STATION IS LOCATED ABOUT 8.7 KM (5.4 MI) WEST-SOUTHWEST OF THE EZ6561'CAPITOL SQUARE IN RALEIGH. EZ6561' EZ6561'ALONG I 40 FOR 0.9 KM (0.55 MI) SOUTHEAST OF US 1-US 64 UNDERPASS, EZ6561'ON THE CREST OF A SMALL HILL BY A RIGHT-OF-WAY FENCE ON THE EZ6561'SOUTHWEST SIDE OF THE HIGHWAY, AND 0.3 KM (0.2 MI) NORTHWEST OF THE EZ6561'JONES-FRANKLIN ROAD OVERPASS (SR 1319). EZ6561' EZ6561'THE STATION IS A STANDARD NCGS DISK STAMPED---JOFRANK 1984---, EZ6561'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6561'25 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EZ6561'38.5 METERS (126.4 FT) SOUTHWEST OF THE EDGE OF THE PAVEMENT, EZ6561'1.0 METERS (3.5 FT) NORTHEAST OF THE FENCE, EZ6561'7.1 METERS (23.3 FT) SOUTHEAST OF THE CENTER BRACE POST--AND EZ6561'6.0 METERS (19.9 FT) EAST-SOUTHEAST OF A 6-INCH PINE, AND EZ6561'16.2 METERS (52.9 FT) NORTHWEST OF A 5-INCH OAK--BOTH WITH REFERENCE EZ6561'TAGS. EZ6561' EZ6561'MARK IS 20 FT ABOVE THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5301 *********************************************************************** EZ5301 DESIGNATION - JOHN EZ5301 PID - EZ5301 EZ5301 STATE/COUNTY- NC/WAKE EZ5301 USGS QUAD - LAKE WHEELER (1993) EZ5301 EZ5301 *CURRENT SURVEY CONTROL EZ5301 ___________________________________________________________________ EZ5301* NAD 83(1986)- 35 44 33.78482(N) 078 41 09.11720(W) ADJUSTED EZ5301* NAVD 88 - 130.0 (meters) 427. (feet) VERTCON EZ5301 ___________________________________________________________________ EZ5301 LAPLACE CORR- -6.93 (seconds) DEFLEC99 EZ5301 GEOID HEIGHT- -32.79 (meters) GEOID03 EZ5301 EZ5301 HORZ ORDER - SECOND EZ5301 EZ5301.The North Carolina HARNS have been completed but, EZ5301.due to contractual restrictions, coordinates for these stations EZ5301.will NOT be published in the near future. In the interim, the EZ5301.published coordinates in North Carolina will not be EZ5301.consistent with the Continuously Operating Reference Stations EZ5301.(CORS). The HARN coordinates for these stations are available EZ5301.upon request. Contact Gary Thompson(919-733-3836). EZ5301. EZ5301.In addition, the published North Carolina positions EZ5301.(NAD 83 (1986)) are NOT consistent with those determined in EZ5301.adjacent state readjustments. The discontinuity between stations EZ5301.located in North Carolina and those in adjacent states EZ5301.which have been adjusted to the HARN may be as much as 5 EZ5301.decimeters. This will result in a significant loss of accuracy EZ5301.over lines crossing such state borders. EZ5301 EZ5301 EZ5301.The horizontal coordinates were established by classical geodetic methods EZ5301.and adjusted by the National Geodetic Survey in July 1986. EZ5301 EZ5301.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5301 EZ5301.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5301 EZ5301.The geoid height was determined by GEOID03. EZ5301 EZ5301; North East Units Scale Factor Converg. EZ5301;SPC NC - 221,100.476 638,013.795 MT 0.99990921 +0 10 52.7 EZ5301;SPC NC - 725,393.81 2,093,216.93 sFT 0.99990921 +0 10 52.7 EZ5301;UTM 17 - 3,957,882.090 709,260.977 MT 1.00013964 +1 21 08.2 EZ5301 EZ5301! - Elev Factor x Scale Factor = Combined Factor EZ5301!SPC NC - 0.99998474 x 0.99990921 = 0.99989395 EZ5301!UTM 17 - 0.99998474 x 1.00013964 = 1.00012438 EZ5301 EZ5301: Primary Azimuth Mark Grid Az EZ5301:SPC NC - WATTS 294 52 31.8 EZ5301:UTM 17 - WATTS 293 42 16.3 EZ5301 EZ5301|---------------------------------------------------------------------| EZ5301| PID Reference Object Distance Geod. Az | EZ5301| dddmmss.s | EZ5301| EZ5297 DIXON 321.780 METERS 08832 | EZ5301| EZ3270 WATTS APPROX. 1.4 KM 2950324.5 | EZ5301|---------------------------------------------------------------------| EZ5301 EZ5301 SUPERSEDED SURVEY CONTROL EZ5301 EZ5301 NAD 27 - 35 44 33.23813(N) 078 41 10.10372(W) AD( ) 2 EZ5301 NGVD 29 (07/19/86) 130.3 (m) 427. (f) VERT ANG EZ5301 EZ5301.Superseded values are not recommended for survey control. EZ5301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5301.See file dsdata.txt to determine how the superseded data were derived. EZ5301 EZ5301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0926157882(NAD 83) EZ5301_MARKER: DE = TRAVERSE STATION DISK EZ5301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5301_SP_SET: CONCRETE POST EZ5301_STAMPING: JOHN 1965 EZ5301_MARK LOGO: NCGS EZ5301_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ5301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5301+STABILITY: SURFACE MOTION EZ5301 EZ5301 HISTORY - Date Condition Report By EZ5301 HISTORY - 1965 MONUMENTED NCGS EZ5301 HISTORY - 1965 GOOD NCGS EZ5301 HISTORY - 1980 GOOD LOCENG EZ5301 HISTORY - 1984 GOOD NCGS EZ5301 HISTORY - 1987 GOOD USPSQD EZ5301 HISTORY - 19880601 GOOD NCGS EZ5301 HISTORY - 20030408 MARK NOT FOUND USPSQD EZ5301 HISTORY - 20040521 MARK NOT FOUND USPSQD EZ5301 EZ5301 STATION DESCRIPTION EZ5301 EZ5301'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ5301'JOHN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5301'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5301' EZ5301'JOHN IS 3.7 MILES SW OF RALEIGH. LOCATED 1.4 MILES NW ALONG EZ5301'SR 1370 FROM BRIDGE OVER NORFOLK SOUTHERN RR. 0.35 MILES W OF EZ5301'INTERSECTION OF SR 1009 AND SR 1371. 0.9 MILES SE OF WATTS EZ5301'CHURCH. 0.7 MILES SE OF INTERSECTION OF SR 1009 AND SR 1372. ON EZ5301'THE S SIDE OF SR 1009 IN A GROVE OF CEDAR AND PLUM TREES AND EZ5301'APPROXIMATELY 200 FT E OF A SMALL COUNTRY ROAD. EZ5301' EZ5301'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5301'JOHN 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5301'WHICH IS 3 INCHES ABOVE THE SURFACE OF THE GROUND. EZ5301' EZ5301'MARK IS EZ5301' EZ5301'57.4 FT S OF C/L OF SR 1009 EZ5301' EZ5301'15.9 FT N OF TP WITH ALUMINUM REF. TAG EZ5301' EZ5301'28.1 FT SW OF PP WITH ALUMINUM REF. TAG EZ5301' EZ5301'7.4 FT N OF LARGE CEDAR BUSH EZ5301' EZ5301'11.1 FT S OF SMALL TWIN PLUM TREE EZ5301' EZ5301'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ5301 EZ5301 STATION RECOVERY (1965) EZ5301 EZ5301'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1965 EZ5301'RECOVERED IN GOOD CONDITION. EZ5301 EZ5301 STATION RECOVERY (1980) EZ5301 EZ5301'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RWK) EZ5301'THE STATION WAS RECOVERED IN GOOD CONDITION. THE VISIBILITY IS EZ5301'OBSTRUCTED IN ALL QUADRANTS DUE TO TREE GROWTH. EZ5301 EZ5301 STATION RECOVERY (1984) EZ5301 EZ5301'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ5301'THE STATION WAS RECOVERED AT THIS DATE. EZ5301'SEE NOTE ABOUT AZIMUTH CHECK ON---WATTS NCGS---RECOVERY. EZ5301' EZ5301'THE NEXT STATION TO THE EAST WAS NOT FOUND. EZ5301 EZ5301 STATION RECOVERY (1987) EZ5301 EZ5301'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ5301'RECOVERED IN GOOD CONDITION. EZ5301 EZ5301 STATION RECOVERY (1988) EZ5301 EZ5301'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ5301'JOHN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5301'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5301'JOHN IS 3.7 MILES SW OF RALEIGH. LOCATED 1.4 MILES NW ALONG EZ5301'SR 1370 FROM BRIDGE OVER NORFOLK SOUTHERN RR. 0.35 MILES W OF EZ5301'INTERSECTION OF SR 1009 AND SR 1371. 0.9 MILES SE OF WATTS EZ5301'CHURCH. 0.7 MILES SE OF INTERSECTION OF SR 1009 AND SR 1372. ON EZ5301'THE S SIDE OF SR 1009 IN A GROVE OF CEDAR AND PLUM TREES AND EZ5301'APPROXIMATELY 200 FT E OF A SMALL COUNTRY ROAD. EZ5301'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5301'JOHN 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5301'WHICH IS 3 INCHES ABOVE THE SURFACE OF THE GROUND. EZ5301'MARK IS EZ5301'57.4 FT S OF C/L OF SR 1009 EZ5301'15.9 FT N OF TP WITH ALUMINUM REF. TAG EZ5301'28.1 FT SW OF PP WITH ALUMINUM REF. TAG EZ5301'7.4 FT N OF LARGE CEDAR BUSH EZ5301'11.1 FT S OF SMALL TWIN PLUM TREE EZ5301 EZ5301 STATION RECOVERY (2003) EZ5301 EZ5301'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ5301'MARK NOT FOUND. EZ5301 EZ5301 STATION RECOVERY (2004) EZ5301 EZ5301'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ5301'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4440 *********************************************************************** EZ4440 DESIGNATION - JOHNNY EZ4440 PID - EZ4440 EZ4440 STATE/COUNTY- NC/WAKE EZ4440 USGS QUAD - KNIGHTDALE (1993) EZ4440 EZ4440 *CURRENT SURVEY CONTROL EZ4440 ___________________________________________________________________ EZ4440* NAD 83(1986)- 35 49 54.72033(N) 078 29 26.21930(W) ADJUSTED EZ4440* NAVD 88 - 88.0 (meters) 289. (feet) VERTCON EZ4440 ___________________________________________________________________ EZ4440 LAPLACE CORR- -6.73 (seconds) DEFLEC99 EZ4440 GEOID HEIGHT- -33.45 (meters) GEOID03 EZ4440 EZ4440 HORZ ORDER - SECOND EZ4440 EZ4440.The North Carolina HARNS have been completed but, EZ4440.due to contractual restrictions, coordinates for these stations EZ4440.will NOT be published in the near future. In the interim, the EZ4440.published coordinates in North Carolina will not be EZ4440.consistent with the Continuously Operating Reference Stations EZ4440.(CORS). The HARN coordinates for these stations are available EZ4440.upon request. Contact Gary Thompson(919-733-3836). EZ4440. EZ4440.In addition, the published North Carolina positions EZ4440.(NAD 83 (1986)) are NOT consistent with those determined in EZ4440.adjacent state readjustments. The discontinuity between stations EZ4440.located in North Carolina and those in adjacent states EZ4440.which have been adjusted to the HARN may be as much as 5 EZ4440.decimeters. This will result in a significant loss of accuracy EZ4440.over lines crossing such state borders. EZ4440 EZ4440 EZ4440.The horizontal coordinates were established by classical geodetic methods EZ4440.and adjusted by the National Geodetic Survey in July 1986. EZ4440 EZ4440.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4440 EZ4440.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4440 EZ4440.The geoid height was determined by GEOID03. EZ4440 EZ4440; North East Units Scale Factor Converg. EZ4440;SPC NC - 231,064.273 655,622.696 MT 0.99992374 +0 17 38.4 EZ4440;SPC NC - 758,083.37 2,150,988.80 sFT 0.99992374 +0 17 38.4 EZ4440;UTM 17 - 3,968,207.138 726,666.858 MT 1.00023314 +1 28 10.7 EZ4440 EZ4440! - Elev Factor x Scale Factor = Combined Factor EZ4440!SPC NC - 0.99999143 x 0.99992374 = 0.99991517 EZ4440!UTM 17 - 0.99999143 x 1.00023314 = 1.00022457 EZ4440 EZ4440 SUPERSEDED SURVEY CONTROL EZ4440 EZ4440 NAD 27 - 35 49 54.18101(N) 078 29 27.21065(W) AD( ) 2 EZ4440 NGVD 29 (07/19/86) 88.3 (m) 290. (f) VERT ANG EZ4440 EZ4440.Superseded values are not recommended for survey control. EZ4440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4440.See file dsdata.txt to determine how the superseded data were derived. EZ4440 EZ4440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2666768207(NAD 83) EZ4440_MARKER: DE = TRAVERSE STATION DISK EZ4440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4440_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4440_STAMPING: JOHNNY 1965 EZ4440_MARK LOGO: NCGS EZ4440_MAGNETIC: N = NO MAGNETIC MATERIAL EZ4440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4440+STABILITY: SURFACE MOTION EZ4440 EZ4440 HISTORY - Date Condition Report By EZ4440 HISTORY - 1965 MONUMENTED NCGS EZ4440 HISTORY - 1980 MARK NOT FOUND LOCSUR EZ4440 EZ4440 STATION DESCRIPTION EZ4440 EZ4440'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ4440'JOHNNY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ4440'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ4440' EZ4440'JOHNNY IS 9.1 MILES NE OF RALEIGH AND 3.0 MILES N OF EZ4440'KNIGHTDALE. LOCATED 0.3 MILES S ALONG SR 2228 FROM SR 2215. 1.6 EZ4440'MILES N OF SR 2049. ON CREST OF RISE ON E SIDE OF SR 2228. AND EZ4440'5 FT ABOVE ROAD IN YARD OF BRICK HOUSE ON E SIDE OF SR 2228. EZ4440' EZ4440'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ4440'JOHNNY 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ4440'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ4440' EZ4440'MARK IS EZ4440' EZ4440'34.3 FT E OF C/L OF SR 2228 EZ4440' EZ4440'16.0 FT SW OF PP 7 WITH ALUMINUM REF. TAG EZ4440' EZ4440'112.7 FT W OF SW CORNER OF PORCH EZ4440' EZ4440'10.0 FT N OF ROAD BANK EZ4440' EZ4440'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ4440 EZ4440 STATION RECOVERY (1980) EZ4440 EZ4440'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (RWK) EZ4440'THE STATION WAS SEARCHED FOR BUT NOT FOUND. IT WAS PROBABLY DESTROYED EZ4440'BY GRADING. THE ROAD BANK MAY HAVE BEEN RE-GRADED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0854 *********************************************************************** EZ0854 DESIGNATION - JOHNSON EZ0854 PID - EZ0854 EZ0854 STATE/COUNTY- NC/WAKE EZ0854 USGS QUAD - RALEIGH EAST (1993) EZ0854 EZ0854 *CURRENT SURVEY CONTROL EZ0854 ___________________________________________________________________ EZ0854* NAD 83(1986)- 35 51 47.69408(N) 078 35 57.10942(W) ADJUSTED EZ0854* NAVD 88 - 109.724 (meters) 359.99 (feet) ADJUSTED EZ0854 ___________________________________________________________________ EZ0854 LAPLACE CORR- -7.56 (seconds) DEFLEC99 EZ0854 GEOID HEIGHT- -32.87 (meters) GEOID03 EZ0854 DYNAMIC HT - 109.631 (meters) 359.68 (feet) COMP EZ0854 MODELED GRAV- 979,776.7 (mgal) NAVD 88 EZ0854 EZ0854 HORZ ORDER - SECOND EZ0854 VERT ORDER - SECOND CLASS 0 EZ0854 EZ0854.The North Carolina HARNS have been completed but, EZ0854.due to contractual restrictions, coordinates for these stations EZ0854.will NOT be published in the near future. In the interim, the EZ0854.published coordinates in North Carolina will not be EZ0854.consistent with the Continuously Operating Reference Stations EZ0854.(CORS). The HARN coordinates for these stations are available EZ0854.upon request. Contact Gary Thompson(919-733-3836). EZ0854. EZ0854.In addition, the published North Carolina positions EZ0854.(NAD 83 (1986)) are NOT consistent with those determined in EZ0854.adjacent state readjustments. The discontinuity between stations EZ0854.located in North Carolina and those in adjacent states EZ0854.which have been adjusted to the HARN may be as much as 5 EZ0854.decimeters. This will result in a significant loss of accuracy EZ0854.over lines crossing such state borders. EZ0854 EZ0854 EZ0854.The horizontal coordinates were established by classical geodetic methods EZ0854.and adjusted by the National Geodetic Survey in July 1986. EZ0854 EZ0854.The orthometric height was determined by differential leveling EZ0854.and adjusted by the National Geodetic Survey in June 1991. EZ0854 EZ0854.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0854 EZ0854.The geoid height was determined by GEOID03. EZ0854 EZ0854.The dynamic height is computed by dividing the NAVD 88 EZ0854.geopotential number by the normal gravity value computed on the EZ0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0854.degrees latitude (g = 980.6199 gals.). EZ0854 EZ0854.The modeled gravity was interpolated from observed gravity values. EZ0854 EZ0854; North East Units Scale Factor Converg. EZ0854;SPC NC - 234,500.998 645,798.726 MT 0.99992943 +0 13 52.8 EZ0854;SPC NC - 769,358.69 2,118,757.99 sFT 0.99992943 +0 13 52.8 EZ0854;UTM 17 - 3,971,442.472 716,771.676 MT 1.00017906 +1 24 25.4 EZ0854 EZ0854! - Elev Factor x Scale Factor = Combined Factor EZ0854!SPC NC - 0.99998794 x 0.99992943 = 0.99991737 EZ0854!UTM 17 - 0.99998794 x 1.00017906 = 1.00016700 EZ0854 EZ0854: Primary Azimuth Mark Grid Az EZ0854:SPC NC - FIELD 080 57 23.1 EZ0854:UTM 17 - FIELD 079 46 50.5 EZ0854 EZ0854|---------------------------------------------------------------------| EZ0854| PID Reference Object Distance Geod. Az | EZ0854| dddmmss.s | EZ0854| EZ5067 FIELD APPROX. 0.5 KM 0811115.9 | EZ0854| EZ0853 GRAINGER 311.792 METERS 27151 | EZ0854| EZ5086 GRAINGER 2 311.660 METERS 27154 | EZ0854|---------------------------------------------------------------------| EZ0854 EZ0854 SUPERSEDED SURVEY CONTROL EZ0854 EZ0854 NAD 27 - 35 51 47.16381(N) 078 35 58.10236(W) AD( ) 2 EZ0854 NGVD 29 (??/??/92) 110.001 (m) 360.89 (f) ADJ UNCH 2 0 EZ0854 EZ0854.Superseded values are not recommended for survey control. EZ0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0854.See file dsdata.txt to determine how the superseded data were derived. EZ0854 EZ0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1677271442(NAD 83) EZ0854_MARKER: DE = TRAVERSE STATION DISK EZ0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0854_SP_SET: CONCRETE POST EZ0854_STAMPING: JOHNSON 1965 EZ0854_MARK LOGO: NCGS EZ0854_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0854+STABILITY: SURFACE MOTION EZ0854 EZ0854 HISTORY - Date Condition Report By EZ0854 HISTORY - 1965 MONUMENTED NCGS EZ0854 HISTORY - 1972 GOOD NCGS EZ0854 HISTORY - 1972 GOOD NCGS EZ0854 HISTORY - 1985 GOOD NCGS EZ0854 HISTORY - 1985 GOOD NCGS EZ0854 HISTORY - 19870101 GOOD NCGS EZ0854 HISTORY - 19871001 GOOD NCGS EZ0854 EZ0854 STATION DESCRIPTION EZ0854 EZ0854'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ0854'JOHNSON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ0854'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ0854' EZ0854'JOHNSON IS 6.1 MILES NNE OF RALEIGH AND 0.9 MILES NNE OF EZ0854'MILLBROOK. LOCATED 0.05 MILES W ALONG SR 2015 FROM INTERSECTION EZ0854'OF SR 2030 (OLD U.S. 1) AND SR 2015. 1.3 MILES ESE ALONG SR EZ0854'2015. IN FRONT OF R. W. JOHNSONS HOUSE (GREEN.). EZ0854' EZ0854'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0854'JOHNSON 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ0854'OF WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ0854' EZ0854'MARK IS EZ0854' EZ0854'12.7 FT S OF C/L OF SR 2015 EZ0854' EZ0854'3.5 FT S OF YELLOW ARROW PAINTED ON SR 2015 EZ0854' EZ0854'39.0 FT NW OF NW CORNER OF BRICK WELL EZ0854' EZ0854'68.6 FT E OF DRIVE EZ0854' EZ0854'87.6 FT E OF PP WITH ALUMINUM REF. TAG EZ0854' EZ0854'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ0854 EZ0854 STATION RECOVERY (1972) EZ0854 EZ0854'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ0854'GOOD AS DESCRIBED. EZ0854 EZ0854 STATION RECOVERY (1972) EZ0854 EZ0854'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0854'0.9 MI NNE FROM MILLBROOK. EZ0854'STATION IS 0.9 MILE NNE OF MILLBROOK AND 6.1 MILES NNE OF RALEIGH, EZ0854'0.05 MILE W ALONG SR 2015 FROM INTERSECTION OF SR 2030 (OLD U.S. 1) EZ0854'AND SR 2015, 1.3 MILES ESE ALONG SR 2015, IN FRONT OF R.W. JOHNSONS EZ0854'HOUSE, 12.7 FT S OF C/L OF SR 2015, 39.0 FT NW OF NW CORNER OF EZ0854'BRICK WELL, 68.6 FT E OF DRIVE AND 87.6 FT E OF PP WITH ALUM. EZ0854'REF. TAG. STATION IS 2 INCHES BELOW THE GROUND. EZ0854 EZ0854 STATION RECOVERY (1985) EZ0854 EZ0854'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0854'THE STATION WAS RECOVERED AT THIS DATE. EZ0854'STATION IN GOOD CONDITION AS DESCRIBED EXCEPT FOR THE FOLLOWING EZ0854'CORRECTIONS. DELETE THE YELLOW ARROW REFERENCE AND DISTANCE TO EZ0854'DRIVEWAY SHOULD BE 76.4 FEET. EZ0854' EZ0854'NCGS EZ0854 EZ0854 STATION RECOVERY (1985) EZ0854 EZ0854'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 EZ0854'RECOVERED IN GOOD CONDITION. EZ0854 EZ0854 STATION RECOVERY (1987) EZ0854 EZ0854'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ0854'RECOVERED AS DESCRIBED. EZ0854 EZ0854 STATION RECOVERY (1987) EZ0854 EZ0854'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ0854'STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) NORTH-NORTHEAST OF CAPITAL EZ0854'SQUARE IN RALEIGH. ALONG DIXIE FOREST DRIVE FOR 0.1 KM (0.05 MI) WEST EZ0854'FROM ATLANTIC AVENUE AND LITCHFORD ROAD, IN FRONT OF A BROWN HOUSE, IN EZ0854'THE SOUTH SHOULDER. MARK IS RECESSED 15 CM BELOW GROUND AND IS 1 FOOT EZ0854'(0.3 M) LOWER THAN THE ROAD. LOCATED 3.7 M (12.1 FT) SOUTH OF THE EZ0854'CENTERLINE OF THE ROAD, 70.4 M (231.0 FT) WEST OF THE CENTERLINE EZ0854'INTERSECTION OF DIXIE FOREST DRIVE AND ATLANTIC AVENUE, 21.1 M (69.2 EZ0854'FT) EAST OF THE EAST END OF A DRIVEWAY CULVERT, 26.8 M (87.9 FT) EZ0854'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A SHINGLED HOUSE, 11.9 M EZ0854'(39.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF A BRICK WELL, AND 26.7 EZ0854'M (87.6 FT) EAST OF A POWER POLE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1075 *********************************************************************** EZ1075 DESIGNATION - JONES EZ1075 PID - EZ1075 EZ1075 STATE/COUNTY- NC/WAKE EZ1075 USGS QUAD - RALEIGH WEST (1988) EZ1075 EZ1075 *CURRENT SURVEY CONTROL EZ1075 ___________________________________________________________________ EZ1075* NAD 83(1986)- 35 46 25.92356(N) 078 42 54.07498(W) ADJUSTED EZ1075* NAVD 88 - 137.215 (meters) 450.18 (feet) ADJUSTED EZ1075 ___________________________________________________________________ EZ1075 LAPLACE CORR- -6.92 (seconds) DEFLEC99 EZ1075 GEOID HEIGHT- -32.60 (meters) GEOID03 EZ1075 DYNAMIC HT - 137.096 (meters) 449.79 (feet) COMP EZ1075 MODELED GRAV- 979,763.1 (mgal) NAVD 88 EZ1075 EZ1075 HORZ ORDER - SECOND EZ1075 VERT ORDER - SECOND CLASS 0 EZ1075 EZ1075.The North Carolina HARNS have been completed but, EZ1075.due to contractual restrictions, coordinates for these stations EZ1075.will NOT be published in the near future. In the interim, the EZ1075.published coordinates in North Carolina will not be EZ1075.consistent with the Continuously Operating Reference Stations EZ1075.(CORS). The HARN coordinates for these stations are available EZ1075.upon request. Contact Gary Thompson(919-733-3836). EZ1075. EZ1075.In addition, the published North Carolina positions EZ1075.(NAD 83 (1986)) are NOT consistent with those determined in EZ1075.adjacent state readjustments. The discontinuity between stations EZ1075.located in North Carolina and those in adjacent states EZ1075.which have been adjusted to the HARN may be as much as 5 EZ1075.decimeters. This will result in a significant loss of accuracy EZ1075.over lines crossing such state borders. EZ1075 EZ1075 EZ1075.The horizontal coordinates were established by classical geodetic methods EZ1075.and adjusted by the National Geodetic Survey in July 1986. EZ1075 EZ1075.The orthometric height was determined by differential leveling EZ1075.and adjusted by the National Geodetic Survey in June 1991. EZ1075 EZ1075.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1075 EZ1075.The geoid height was determined by GEOID03. EZ1075 EZ1075.The dynamic height is computed by dividing the NAVD 88 EZ1075.geopotential number by the normal gravity value computed on the EZ1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1075.degrees latitude (g = 980.6199 gals.). EZ1075 EZ1075.The modeled gravity was interpolated from observed gravity values. EZ1075 EZ1075; North East Units Scale Factor Converg. EZ1075;SPC NC - 224,548.393 635,366.897 MT 0.99991401 +0 09 52.1 EZ1075;SPC NC - 736,705.85 2,084,532.89 sFT 0.99991401 +0 09 52.1 EZ1075;UTM 17 - 3,961,275.927 706,543.546 MT 1.00012571 +1 20 10.5 EZ1075 EZ1075! - Elev Factor x Scale Factor = Combined Factor EZ1075!SPC NC - 0.99998358 x 0.99991401 = 0.99989759 EZ1075!UTM 17 - 0.99998358 x 1.00012571 = 1.00010929 EZ1075 EZ1075: Primary Azimuth Mark Grid Az EZ1075:SPC NC - OAK 054 11 51.8 EZ1075:UTM 17 - OAK 053 01 33.4 EZ1075 EZ1075|---------------------------------------------------------------------| EZ1075| PID Reference Object Distance Geod. Az | EZ1075| dddmmss.s | EZ1075| EZ1076 OAK APPROX. 1.4 KM 0542143.9 | EZ1075|---------------------------------------------------------------------| EZ1075 EZ1075 SUPERSEDED SURVEY CONTROL EZ1075 EZ1075 NAD 27 - 35 46 25.38007(N) 078 42 55.06147(W) AD( ) 2 EZ1075 NGVD 29 (??/??/92) 137.477 (m) 451.04 (f) ADJ UNCH 2 0 EZ1075 EZ1075.Superseded values are not recommended for survey control. EZ1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1075.See file dsdata.txt to determine how the superseded data were derived. EZ1075 EZ1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0654461276(NAD 83) EZ1075_MARKER: DE = TRAVERSE STATION DISK EZ1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1075_SP_SET: CONCRETE POST EZ1075_STAMPING: JONES 1965 EZ1075_MARK LOGO: NCGS EZ1075_MAGNETIC: N = NO MAGNETIC MATERIAL EZ1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1075+STABILITY: SURFACE MOTION EZ1075 EZ1075 HISTORY - Date Condition Report By EZ1075 HISTORY - 1965 MONUMENTED NCGS EZ1075 HISTORY - 1973 GOOD NCGS EZ1075 HISTORY - 1984 GOOD NCGS EZ1075 HISTORY - 1984 GOOD NCGS EZ1075 EZ1075 STATION DESCRIPTION EZ1075 EZ1075'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ1075'JONES IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ1075'THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ1075' EZ1075'JONES IS 4.3 MILES W OF RALEIGH. LOCATED 1.1 MILES SW ALONG EZ1075'U.S. 1 FROM BRIDGE OVER U.S. 64. 0.4 MILES SW OF BRIDGE ON JONES EZ1075'RD. (SR 1319). APPROXIMATELY 200 FT N OF SR 1319 AND E OF EZ1075'U.S. 1 ALONG R/W FENCE. EZ1075' EZ1075'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1075'JONES 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ1075'IS FLUSH WITH THE SURFACE OF THE GROUND. EZ1075' EZ1075'MARK IS EZ1075' EZ1075'219.5 FT N OF C/L OF SR 1319 EZ1075' EZ1075'210.0 FT N OF YELLOW ARROW PAINTED ON SR 1319 EZ1075' EZ1075'41.4 FT W OF SW LEG OF TOWER 664 EZ1075' EZ1075'49.7 FT SW OF NW LEG OF TOWER 664 EZ1075' EZ1075'15.9 FT E OF R/W FENCE EZ1075' EZ1075'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ1075 EZ1075 STATION RECOVERY (1973) EZ1075 EZ1075'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1075'NEAR RALEIGH. EZ1075'JONES IS LOCATED APPROXIMATELY 4.3 MILES WEST OF CAPITOL SQUARE EZ1075'IN RALEIGH. TO REACH STATION FROM U.S. 1 - U.S. 64 (BELTLINE) EZ1075'OVERPASS OF I-40 IN WEST RALEIGH, PROCEED SOUTH ALONG U.S. 1 EZ1075'- U.S. 64 FOR 2.5 MILES TO STATION ON LEFT NEAR R/W FENCE, EZ1075'APPROXIMATELY 200 FT NORTH OF ATHENS DRIVE OVERPASS OF U.S. 1 EZ1075'- U.S. 64, 219.5 FT SE OF C/L OF ATHENS DRIVE, 210.0 FT NE OF EZ1075'EDGE OF PAVEMENT OF NORTH BOUND LANE U.S. 1 - U.S. 64, 15.2 FT EZ1075'SE OF R/W FENCE, 49.3 FT NW OF NE LEG OF STEEL TRANSMISSION LINE EZ1075'TOWER 664, 41.2 FT NW OF NW LEG OF STEEL TRANSMISSION LINE TOWER EZ1075'664, AND 146.0 FT SW OF PP W/TRANSFORMER AND WITH ALUMINUM REF. EZ1075'TAG. DISK IS SET IN CONCRETE CYLINDER FLUSH WITH THE SURFACE EZ1075'OF THE GROUND. EZ1075 EZ1075 STATION RECOVERY (1984) EZ1075 EZ1075'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ1075'THE STATION WAS RECOVERED AT THIS DATE. EZ1075'STATION IS IN GOOD CONDITION AS DESCRIBED. EZ1075' EZ1075'NCGS EZ1075 EZ1075 STATION RECOVERY (1984) EZ1075 EZ1075'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ1075'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4486 *********************************************************************** EZ4486 DESIGNATION - JOYNER EZ4486 PID - EZ4486 EZ4486 STATE/COUNTY- NC/WAKE EZ4486 USGS QUAD - ROLESVILLE (1993) EZ4486 EZ4486 *CURRENT SURVEY CONTROL EZ4486 ___________________________________________________________________ EZ4486* NAD 83(1986)- 35 58 05.92244(N) 078 29 05.73660(W) ADJUSTED EZ4486* NAVD 88 - 103.9 (meters) 341. (feet) VERTCON EZ4486 ___________________________________________________________________ EZ4486 LAPLACE CORR- -7.26 (seconds) DEFLEC99 EZ4486 GEOID HEIGHT- -33.05 (meters) GEOID03 EZ4486 EZ4486 HORZ ORDER - SECOND EZ4486 EZ4486.The North Carolina HARNS have been completed but, EZ4486.due to contractual restrictions, coordinates for these stations EZ4486.will NOT be published in the near future. In the interim, the EZ4486.published coordinates in North Carolina will not be EZ4486.consistent with the Continuously Operating Reference Stations EZ4486.(CORS). The HARN coordinates for these stations are available EZ4486.upon request. Contact Gary Thompson(919-733-3836). EZ4486. EZ4486.In addition, the published North Carolina positions EZ4486.(NAD 83 (1986)) are NOT consistent with those determined in EZ4486.adjacent state readjustments. The discontinuity between stations EZ4486.located in North Carolina and those in adjacent states EZ4486.which have been adjusted to the HARN may be as much as 5 EZ4486.decimeters. This will result in a significant loss of accuracy EZ4486.over lines crossing such state borders. EZ4486 EZ4486 EZ4486.The horizontal coordinates were established by classical geodetic methods EZ4486.and adjusted by the National Geodetic Survey in July 1986. EZ4486 EZ4486.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4486 EZ4486.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4486 EZ4486.The geoid height was determined by GEOID03. EZ4486 EZ4486; North East Units Scale Factor Converg. EZ4486;SPC NC - 246,205.315 656,058.188 MT 0.99995067 +0 17 50.2 EZ4486;SPC NC - 807,758.60 2,152,417.57 sFT 0.99995067 +0 17 50.2 EZ4486;UTM 17 - 3,983,358.429 726,790.993 MT 1.00023381 +1 28 40.2 EZ4486 EZ4486! - Elev Factor x Scale Factor = Combined Factor EZ4486!SPC NC - 0.99998888 x 0.99995067 = 0.99993955 EZ4486!UTM 17 - 0.99998888 x 1.00023381 = 1.00022268 EZ4486 EZ4486|---------------------------------------------------------------------| EZ4486| PID Reference Object Distance Geod. Az | EZ4486| dddmmss.s | EZ4486| EZ4485 WELLINGTON 180.641 METERS 09741 | EZ4486| EZ4487 WATER PLANT 306.379 METERS 28355 | EZ4486|---------------------------------------------------------------------| EZ4486 EZ4486 SUPERSEDED SURVEY CONTROL EZ4486 EZ4486 NAD 27 - 35 58 05.37286(N) 078 29 06.73801(W) AD( ) 2 EZ4486 NGVD 29 (07/19/86) 104.2 (m) 342. (f) VERT ANG EZ4486 EZ4486.Superseded values are not recommended for survey control. EZ4486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4486.See file dsdata.txt to determine how the superseded data were derived. EZ4486 EZ4486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2679183358(NAD 83) EZ4486_MARKER: DE = TRAVERSE STATION DISK EZ4486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4486_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4486_MAGNETIC: N = NO MAGNETIC MATERIAL EZ4486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4486+STABILITY: SURFACE MOTION EZ4486 EZ4486 HISTORY - Date Condition Report By EZ4486 HISTORY - 1978 MONUMENTED NCGS EZ4486 HISTORY - 1987 GOOD USPSQD EZ4486 HISTORY - 20041203 MARK NOT FOUND USPSQD EZ4486 EZ4486 STATION DESCRIPTION EZ4486 EZ4486'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ4486'THE STATION IS LOCATED APPROXIMATELY 1.6 MILES SOUTHEAST OF WAKE EZ4486'FOREST AND 3.4 MILES NORTHWEST OF ROLESVILLE. EZ4486' EZ4486'TO REACH THE STATION FROM THE EASTERNMOST INTERSECTION OF US 1A WITH EZ4486'NC 98 IN WAKE FOREST, PROCEED EASTERLY ALONG NC 98 FOR 1.65 MILES TO EZ4486'STATION ON THE RIGHT, BY TELEPHONE POLE, APPROXIMATELY 300 FEET WEST- EZ4486'NORTHWEST OF THE ENTRANCE TO WELLINGTON TRAILER PARK AND 0.4 MILE EAST EZ4486'OF T INTERSECTION WITH SR 2053 (SOUTH). EZ4486' EZ4486'STATION MARK IS A STANDARD DISK STAMPED---JOYNER 1978---SET IN THE TOP EZ4486'OF A CONCRETE CYLINDER WHICH IS 3 INCHES BELOW THE GROUND SURFACE. EZ4486'THE MARK IS 25.3 FEET SOUTH OF CENTERLINE OF NC 98, 78.7 FEET WEST OF EZ4486'WEST END OF CULVERT UNDER PAVED DRIVEWAY LEADING NORTH, 2.6 FEET NORTH EZ4486'OF TELEPHONE POLE 43 WITH REFERENCE TAG, 74.9 FEET NORTHEAST OF 10 EZ4486'INCH HICKORY WITH REFERENCE TAG AND 161.7 FEET NORTHWEST OF ONE-HALF EZ4486'INCH IRON PIPE PROPERTY CORNER. EZ4486 EZ4486 STATION RECOVERY (1987) EZ4486 EZ4486'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS) EZ4486'RECOVERED IN GOOD CONDITION. EZ4486 EZ4486 STATION RECOVERY (2004) EZ4486 EZ4486'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ4486'MARK NOT FOUND,HIGHWAY 98 WIDENED WITH NEW INTERSECTION, PROBABLY EZ4486'UNDER ASPHALT 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6664 *********************************************************************** EZ6664 DESIGNATION - JUDD EZ6664 PID - EZ6664 EZ6664 STATE/COUNTY- NC/WAKE EZ6664 USGS QUAD - FUQUAY-VARINA (1993) EZ6664 EZ6664 *CURRENT SURVEY CONTROL EZ6664 ___________________________________________________________________ EZ6664* NAD 83(1986)- 35 35 30.32914(N) 078 46 40.29903(W) ADJUSTED EZ6664* NAVD 88 - 130.2 (meters) 427. (feet) VERTCON EZ6664 ___________________________________________________________________ EZ6664 LAPLACE CORR- -4.69 (seconds) DEFLEC99 EZ6664 GEOID HEIGHT- -32.75 (meters) GEOID03 EZ6664 EZ6664 HORZ ORDER - SECOND EZ6664 EZ6664.The North Carolina HARNS have been completed but, EZ6664.due to contractual restrictions, coordinates for these stations EZ6664.will NOT be published in the near future. In the interim, the EZ6664.published coordinates in North Carolina will not be EZ6664.consistent with the Continuously Operating Reference Stations EZ6664.(CORS). The HARN coordinates for these stations are available EZ6664.upon request. Contact Gary Thompson(919-733-3836). EZ6664. EZ6664.In addition, the published North Carolina positions EZ6664.(NAD 83 (1986)) are NOT consistent with those determined in EZ6664.adjacent state readjustments. The discontinuity between stations EZ6664.located in North Carolina and those in adjacent states EZ6664.which have been adjusted to the HARN may be as much as 5 EZ6664.decimeters. This will result in a significant loss of accuracy EZ6664.over lines crossing such state borders. EZ6664 EZ6664 EZ6664.The horizontal coordinates were established by classical geodetic methods EZ6664.and adjusted by the National Geodetic Survey in March 1993. EZ6664 EZ6664.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6664 EZ6664.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6664 EZ6664.The geoid height was determined by GEOID03. EZ6664 EZ6664; North East Units Scale Factor Converg. EZ6664;SPC NC - 204,330.301 629,730.596 MT 0.99989014 +0 07 41.6 EZ6664;SPC NC - 670,373.66 2,066,041.13 sFT 0.99989014 +0 07 41.6 EZ6664;UTM 17 - 3,940,942.793 701,319.656 MT 1.00009947 +1 17 37.4 EZ6664 EZ6664! - Elev Factor x Scale Factor = Combined Factor EZ6664!SPC NC - 0.99998471 x 0.99989014 = 0.99987485 EZ6664!UTM 17 - 0.99998471 x 1.00009947 = 1.00008417 EZ6664 EZ6664 SUPERSEDED SURVEY CONTROL EZ6664 EZ6664 NGVD 29 (03/10/93) 130.4 (m) 428. (f) VERT ANG EZ6664 EZ6664.Superseded values are not recommended for survey control. EZ6664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6664.See file dsdata.txt to determine how the superseded data were derived. EZ6664 EZ6664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0132040943(NAD 83) EZ6664_MARKER: DE = TRAVERSE STATION DISK EZ6664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6664_SP_SET: CONCRETE POST EZ6664_STAMPING: JUDD 1983 EZ6664_MARK LOGO: NCGS EZ6664_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ6664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6664+STABILITY: SURFACE MOTION EZ6664 EZ6664 HISTORY - Date Condition Report By EZ6664 HISTORY - 1983 MONUMENTED NCGS EZ6664 EZ6664 STATION DESCRIPTION EZ6664 EZ6664'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 EZ6664'STATION IS LOCATED APPROXIMATELY 1.9 KM (1.2 MI) EAST OF FUQUAY EZ6664'VARINA. EZ6664'ALONG US 401, 1.3 KM (0.8 MI) EAST OF THE INTERSECTION WITH NC 55 , IN EZ6664'SOUTHEAST QUADRANT OF INTERSECTION WITH SR 1107. EZ6664'STATION IS A STANDARD NCGS DISK STAMPED---JUDD 1983---, SET INTO THE EZ6664'TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER RECESSED 5 CM BELOW EZ6664'GROUND. LOCATED 7.77 METERS (25.5 FT) SOUTH FROM THE CENTERLINE OF EZ6664'HIGHWAY, 23.77 METERS (78.0 FT) EAST FROM THE CENTERLINE OF SR 1107, EZ6664'43.3 METERS (142 FT) WEST OF CENTER OF SOUTH HEADWALL, 12.89 METERS EZ6664'(42.3 FT) EAST FROM A POWER POLE WITH TRANSFORMER AND LAMP AND EZ6664'REFERENCE TAG, 13.93 METERS (45.7 FT) EAST-NORTHEAST FROM A SERVICE EZ6664'POLE WITH REFERENCE TAG, AND 14.05 METERS (46.1 FT) NORTH FROM A 20 EZ6664'INCH PECAN WITH REFERENCE TAG. EZ6664'STATION IS LEVEL WITH HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1135 *********************************************************************** EZ1135 DESIGNATION - JUNCTION 2 EZ1135 PID - EZ1135 EZ1135 STATE/COUNTY- NC/WAKE EZ1135 USGS QUAD - NEW HILL (1983) EZ1135 EZ1135 *CURRENT SURVEY CONTROL EZ1135 ___________________________________________________________________ EZ1135* NAD 83(1986)- 35 44 54.87200(N) 078 52 33.03567(W) ADJUSTED EZ1135* NAVD 88 - 105.944 (meters) 347.58 (feet) ADJUSTED EZ1135 ___________________________________________________________________ EZ1135 LAPLACE CORR- -5.49 (seconds) DEFLEC99 EZ1135 GEOID HEIGHT- -32.08 (meters) GEOID03 EZ1135 DYNAMIC HT - 105.853 (meters) 347.29 (feet) COMP EZ1135 MODELED GRAV- 979,769.1 (mgal) NAVD 88 EZ1135 EZ1135 HORZ ORDER - SECOND EZ1135 VERT ORDER - SECOND CLASS II EZ1135 EZ1135.The North Carolina HARNS have been completed but, EZ1135.due to contractual restrictions, coordinates for these stations EZ1135.will NOT be published in the near future. In the interim, the EZ1135.published coordinates in North Carolina will not be EZ1135.consistent with the Continuously Operating Reference Stations EZ1135.(CORS). The HARN coordinates for these stations are available EZ1135.upon request. Contact Gary Thompson(919-733-3836). EZ1135. EZ1135.In addition, the published North Carolina positions EZ1135.(NAD 83 (1986)) are NOT consistent with those determined in EZ1135.adjacent state readjustments. The discontinuity between stations EZ1135.located in North Carolina and those in adjacent states EZ1135.which have been adjusted to the HARN may be as much as 5 EZ1135.decimeters. This will result in a significant loss of accuracy EZ1135.over lines crossing such state borders. EZ1135 EZ1135 EZ1135.The horizontal coordinates were established by classical geodetic methods EZ1135.and adjusted by the National Geodetic Survey in July 1986. EZ1135 EZ1135.The orthometric height was determined by differential leveling EZ1135.and adjusted by the National Geodetic Survey in June 1991. EZ1135 EZ1135.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1135 EZ1135.The geoid height was determined by GEOID03. EZ1135 EZ1135.The dynamic height is computed by dividing the NAVD 88 EZ1135.geopotential number by the normal gravity value computed on the EZ1135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1135.degrees latitude (g = 980.6199 gals.). EZ1135 EZ1135.The modeled gravity was interpolated from observed gravity values. EZ1135 EZ1135; North East Units Scale Factor Converg. EZ1135;SPC NC - 221,712.404 620,830.064 MT 0.99991009 +0 04 18.0 EZ1135;SPC NC - 727,401.45 2,036,839.97 sFT 0.99991009 +0 04 18.0 EZ1135;UTM 17 - 3,958,142.962 692,065.119 MT 1.00005458 +1 14 28.9 EZ1135 EZ1135! - Elev Factor x Scale Factor = Combined Factor EZ1135!SPC NC - 0.99998841 x 0.99991009 = 0.99989850 EZ1135!UTM 17 - 0.99998841 x 1.00005458 = 1.00004299 EZ1135 EZ1135: Primary Azimuth Mark Grid Az EZ1135:SPC NC - FUNERAL 2 138 54 59.0 EZ1135:UTM 17 - FUNERAL 2 137 44 48.1 EZ1135 EZ1135|---------------------------------------------------------------------| EZ1135| PID Reference Object Distance Geod. Az | EZ1135| dddmmss.s | EZ1135| EZ1144 SPAIN APPROX. 0.5 KM 1385613.1 | EZ1135| EZ1143 FUNERAL 2 APPROX. 1.8 KM 1385917.0 | EZ1135|---------------------------------------------------------------------| EZ1135 EZ1135 SUPERSEDED SURVEY CONTROL EZ1135 EZ1135 NAD 27 - 35 44 54.32758(N) 078 52 34.01072(W) AD( ) 2 EZ1135 NGVD 29 (??/??/92) 106.197 (m) 348.41 (f) ADJ UNCH 2 2 EZ1135 EZ1135.Superseded values are not recommended for survey control. EZ1135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1135.See file dsdata.txt to determine how the superseded data were derived. EZ1135 EZ1135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9206558143(NAD 83) EZ1135_MARKER: DE = TRAVERSE STATION DISK EZ1135_SETTING: 36 = SET IN A MASSIVE STRUCTURE EZ1135_SP_SET: BRIDGE EZ1135_STAMPING: JUNCTION 2 1974 EZ1135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EZ1135 EZ1135 HISTORY - Date Condition Report By EZ1135 HISTORY - 1974 MONUMENTED NCGS EZ1135 HISTORY - 1974 GOOD NCGS EZ1135 HISTORY - 1979 GOOD LOCSUR EZ1135 HISTORY - 1987 GOOD USPSQD EZ1135 HISTORY - 19910417 GOOD USPSQD EZ1135 EZ1135 STATION DESCRIPTION EZ1135 EZ1135'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB) EZ1135'JUNCTION 2 IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1135'IN THE VICINITY OF APEX, NORTH CAROLINA. EZ1135' EZ1135'JUNCTION 2 IS LOCATED APPROXIMATELY 1.8 MILES NW OF APEX. STATION EZ1135'IS LOCATED AT THE NW CORNER OF THE NC 55 BRIDGE OVER U.S. 64 NW EZ1135'OF APEX. EZ1135' EZ1135'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1135'JUNCTION 2 1974, SET FLUSH IN DRILL HOLE IN CONCRETE BRIDGE FLOOR. EZ1135' EZ1135'MARK IS EZ1135' EZ1135'19.5 FT W OF C/L NC 55 SOUTH BOUND LANE EZ1135' EZ1135'37.2 FT SW OF CENTER OF SOUTH END OF CONCRETE ISLAND IN NC 55 EZ1135' EZ1135'6.0 FT SSE OF NORTH END OF WEST BRIDGE RAIL EZ1135' EZ1135'JUNCTION 1961 DESTROYED EZ1135' EZ1135'JUNCTION 2 1974 REPLACES JUNCTION 1961 EZ1135 EZ1135 STATION RECOVERY (1974) EZ1135 EZ1135'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 EZ1135'1.8 MI NW FROM APEX. EZ1135'STATION IS LOCATED AT THE NW CORNER OF THE NC 55 BRIDGE OVER U.S. EZ1135'64 NW OF APEX, 19.5 FT WEST OF C/L NC 55 SOUTH BOUND LANE, 37.2 EZ1135'FT SW OF CENTER OF SOUTH END OF CONCRETE ISLAND IN NC 55, AND EZ1135'6.0 FT SSE OF NORTH END OF WEST BRIDGE RAIL. DISK IS SET FLUSH EZ1135'IN DRILL HOLE IN CONCRETE BRIDGE FLOOR. EZ1135 EZ1135 STATION RECOVERY (1979) EZ1135 EZ1135'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (ARB) EZ1135'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ1135 EZ1135 STATION RECOVERY (1987) EZ1135 EZ1135'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ1135'RECOVERED IN GOOD CONDITION. EZ1135 EZ1135 STATION RECOVERY (1991) EZ1135 EZ1135'RECOVERY NOTE BY US POWER SQUADRON 1991 (GS) EZ1135'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6252 *********************************************************************** EZ6252 DESIGNATION - JUNIPER RM 1 EZ6252 PID - EZ6252 EZ6252 STATE/COUNTY- NC/WAKE EZ6252 USGS QUAD - LAKE WHEELER (1993) EZ6252 EZ6252 *CURRENT SURVEY CONTROL EZ6252 ___________________________________________________________________ EZ6252* NAD 83(1986)- 35 37 52.13126(N) 078 38 28.44572(W) ADJUSTED EZ6252* NAVD 88 - 114.69 (meters) 376.3 (feet) LEVELING EZ6252 ___________________________________________________________________ EZ6252 LAPLACE CORR- -6.66 (seconds) DEFLEC99 EZ6252 GEOID HEIGHT- -33.16 (meters) GEOID03 EZ6252 EZ6252 HORZ ORDER - SECOND EZ6252 VERT ORDER - THIRD ? EZ6252 EZ6252.The North Carolina HARNS have been completed but, EZ6252.due to contractual restrictions, coordinates for these stations EZ6252.will NOT be published in the near future. In the interim, the EZ6252.published coordinates in North Carolina will not be EZ6252.consistent with the Continuously Operating Reference Stations EZ6252.(CORS). The HARN coordinates for these stations are available EZ6252.upon request. Contact Gary Thompson(919-733-3836). EZ6252. EZ6252.In addition, the published North Carolina positions EZ6252.(NAD 83 (1986)) are NOT consistent with those determined in EZ6252.adjacent state readjustments. The discontinuity between stations EZ6252.located in North Carolina and those in adjacent states EZ6252.which have been adjusted to the HARN may be as much as 5 EZ6252.decimeters. This will result in a significant loss of accuracy EZ6252.over lines crossing such state borders. EZ6252 EZ6252 EZ6252.The horizontal coordinates were established by classical geodetic methods EZ6252.and adjusted by the National Geodetic Survey in August 2000. EZ6252 EZ6252.The orthometric height was determined by differential leveling. EZ6252.The vertical network tie was performed by a horz. field party for horz. EZ6252.obs reductions. Reset procedures were used to establish the elevation. EZ6252 EZ6252.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6252 EZ6252.The geoid height was determined by GEOID03. EZ6252 EZ6252; North East Units Scale Factor Converg. EZ6252;SPC NC - 208,736.360 642,095.262 MT 0.99989445 +0 12 25.4 EZ6252;SPC NC - 684,829.21 2,106,607.54 sFT 0.99989445 +0 12 25.4 EZ6252;UTM 17 - 3,945,600.775 713,594.984 MT 1.00016224 +1 22 28.8 EZ6252 EZ6252! - Elev Factor x Scale Factor = Combined Factor EZ6252!SPC NC - 0.99998720 x 0.99989445 = 0.99988165 EZ6252!UTM 17 - 0.99998720 x 1.00016224 = 1.00014944 EZ6252 EZ6252 SUPERSEDED SURVEY CONTROL EZ6252 EZ6252.No superseded survey control is available for this station. EZ6252 EZ6252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1359545601(NAD 83) EZ6252_MARKER: DR = REFERENCE MARK DISK EZ6252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6252_STAMPING: JUNIPER NO 1 1957 EZ6252_MARK LOGO: CGS EZ6252_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ6252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6252+STABILITY: SURFACE MOTION EZ6252 EZ6252 HISTORY - Date Condition Report By EZ6252 HISTORY - 1957 MONUMENTED CGS EZ6252 HISTORY - 19990223 GOOD NCGS EZ6252 HISTORY - 20050424 GOOD GEOCAC EZ6252 EZ6252 STATION DESCRIPTION EZ6252 EZ6252'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL) EZ6252'STATION IS LOCATED ABOUT 10.3 MI (16.6 KM) SOUTH OF RALEIGH AND 3.1 MI EZ6252'(5.0 KM) SOUTHEAST OF MCCULLERS. EZ6252'ALONG NC-50 FOR 5.2 MI (8.4 KM) SOUTH FROM US-70, IN GARNER, TO SR EZ6252'1010 THENCE WEST ALONG SR 1010 FOR 1.6 MI (2.6 KM) TO SR 2727, THENCE EZ6252'SOUTH ALONG SR 2727 FOR 0.65 MI (1.05 KM) TO JUNIPER BABTIST CHURCH EZ6252'AND STATION ACROSS RD NEAR OLD ABANDONED SCHOOL. EZ6252'MARK IS ABOUT 3-FEET LOWER THAN SR 2727 AND FLUSH WITH THE GROUND. EZ6252'LOCATED 73.2 FT (22.3 M) EAST OF THE CENTERLINE OF SR 2727, 2.6 FT EZ6252'(0.8 M) WEST OF THE SOUTHWEST CORNER OF THE ABANDONED SCHOOL, AND 86.2 EZ6252'FT (26.3 M) NORTH OF STATION JUNIPER. EZ6252 EZ6252 STATION RECOVERY (2005) EZ6252 EZ6252'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ6252'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6253 *********************************************************************** EZ6253 DESIGNATION - JUNIPER RM 2 EZ6253 PID - EZ6253 EZ6253 STATE/COUNTY- NC/WAKE EZ6253 USGS QUAD - LAKE WHEELER (1993) EZ6253 EZ6253 *CURRENT SURVEY CONTROL EZ6253 ___________________________________________________________________ EZ6253* NAD 83(1986)- 35 37 51.27533(N) 078 38 27.50307(W) ADJUSTED EZ6253* NAVD 88 - 115. (meters) 377. (feet) SCALED EZ6253 ___________________________________________________________________ EZ6253 LAPLACE CORR- -6.66 (seconds) DEFLEC99 EZ6253 GEOID HEIGHT- -33.16 (meters) GEOID03 EZ6253 EZ6253 HORZ ORDER - SECOND EZ6253 EZ6253.The North Carolina HARNS have been completed but, EZ6253.due to contractual restrictions, coordinates for these stations EZ6253.will NOT be published in the near future. In the interim, the EZ6253.published coordinates in North Carolina will not be EZ6253.consistent with the Continuously Operating Reference Stations EZ6253.(CORS). The HARN coordinates for these stations are available EZ6253.upon request. Contact Gary Thompson(919-733-3836). EZ6253. EZ6253.In addition, the published North Carolina positions EZ6253.(NAD 83 (1986)) are NOT consistent with those determined in EZ6253.adjacent state readjustments. The discontinuity between stations EZ6253.located in North Carolina and those in adjacent states EZ6253.which have been adjusted to the HARN may be as much as 5 EZ6253.decimeters. This will result in a significant loss of accuracy EZ6253.over lines crossing such state borders. EZ6253 EZ6253 EZ6253.The horizontal coordinates were established by classical geodetic methods EZ6253.and adjusted by the National Geodetic Survey in August 2000. EZ6253 EZ6253.The orthometric height was scaled from a topographic map. EZ6253 EZ6253.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6253 EZ6253.The geoid height was determined by GEOID03. EZ6253 EZ6253; North East Units Scale Factor Converg. EZ6253;SPC NC - 208,710.068 642,119.073 MT 0.99989442 +0 12 26.0 EZ6253;SPC NC - 684,742.95 2,106,685.66 sFT 0.99989442 +0 12 26.0 EZ6253;UTM 17 - 3,945,574.967 713,619.332 MT 1.00016236 +1 22 29.3 EZ6253 EZ6253! - Elev Factor x Scale Factor = Combined Factor EZ6253!SPC NC - 0.99998714 x 0.99989442 = 0.99988156 EZ6253!UTM 17 - 0.99998714 x 1.00016236 = 1.00014950 EZ6253 EZ6253 SUPERSEDED SURVEY CONTROL EZ6253 EZ6253.No superseded survey control is available for this station. EZ6253 EZ6253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1361945575(NAD 83) EZ6253_MARKER: DR = REFERENCE MARK DISK EZ6253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6253_STAMPING: JUNIPER NO 2 1957 EZ6253_MARK LOGO: CGS EZ6253_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ6253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6253+STABILITY: SURFACE MOTION EZ6253 EZ6253 HISTORY - Date Condition Report By EZ6253 HISTORY - 1957 MONUMENTED CGS EZ6253 HISTORY - 19990223 GOOD NCGS EZ6253 EZ6253 STATION DESCRIPTION EZ6253 EZ6253'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL) EZ6253'STATION IS LOCATED ABOUT 10.3 MI (16.6 KM) SOUTH OF RALEIGH AND 3.1 MI EZ6253'(5.0 KM) SOUTHEAST OF MCCULLERS. EZ6253'ALONG NC-50 FOR 5.2 MI (8.4 KM) SOUTH FROM US-70, IN GARNER, TO SR EZ6253'1010 THENCE WEST ALONG SR 1010 FOR 1.6 MI (2.6 KM) TO SR 2727, THENCE EZ6253'SOUTH ALONG SR 2727 FOR 0.65 MI (1.05 KM) TO JUNIPER BABTIST CHURCH EZ6253'AND STATION, IN GRAVEYARD. EZ6253'MARK IS ABOUT 4-FEET LOWER THAN SR 2727 AND IS RECESSED 3-INCHES BELOW EZ6253'THE GROUND. LOCATED 26.2 FT (8.0 M) SOUTHEAST OF THE TOP CENTER OF EZ6253'ISABEL ADAMS HEADSTONE, 90.0 FT (27.4 M) SOUTH-SOUTHEAST OF THE EZ6253'SOUTHEAST CORNER OF THE ABANDONED SCHOOL AND 84.5 FT (25.8 M) EAST OF EZ6253'STATION JUNIPER 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1098 *********************************************************************** EZ1098 DESIGNATION - JUNIUS EZ1098 PID - EZ1098 EZ1098 STATE/COUNTY- NC/WAKE EZ1098 USGS QUAD - SOUTHEAST DURHAM (1993) EZ1098 EZ1098 *CURRENT SURVEY CONTROL EZ1098 ___________________________________________________________________ EZ1098* NAD 83(1986)- 35 52 38.39134(N) 078 49 02.14343(W) ADJUSTED EZ1098* NAVD 88 - 117.075 (meters) 384.10 (feet) ADJUSTED EZ1098 ___________________________________________________________________ EZ1098 LAPLACE CORR- -6.16 (seconds) DEFLEC99 EZ1098 GEOID HEIGHT- -31.94 (meters) GEOID03 EZ1098 DYNAMIC HT - 116.977 (meters) 383.78 (feet) COMP EZ1098 MODELED GRAV- 979,793.7 (mgal) NAVD 88 EZ1098 EZ1098 HORZ ORDER - SECOND EZ1098 VERT ORDER - SECOND CLASS II EZ1098 EZ1098.The North Carolina HARNS have been completed but, EZ1098.due to contractual restrictions, coordinates for these stations EZ1098.will NOT be published in the near future. In the interim, the EZ1098.published coordinates in North Carolina will not be EZ1098.consistent with the Continuously Operating Reference Stations EZ1098.(CORS). The HARN coordinates for these stations are available EZ1098.upon request. Contact Gary Thompson(919-733-3836). EZ1098. EZ1098.In addition, the published North Carolina positions EZ1098.(NAD 83 (1986)) are NOT consistent with those determined in EZ1098.adjacent state readjustments. The discontinuity between stations EZ1098.located in North Carolina and those in adjacent states EZ1098.which have been adjusted to the HARN may be as much as 5 EZ1098.decimeters. This will result in a significant loss of accuracy EZ1098.over lines crossing such state borders. EZ1098 EZ1098 EZ1098.The horizontal coordinates were established by classical geodetic methods EZ1098.and adjusted by the National Geodetic Survey in July 1986. EZ1098 EZ1098.The orthometric height was determined by differential leveling EZ1098.and adjusted by the National Geodetic Survey in June 1991. EZ1098 EZ1098.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1098 EZ1098.The geoid height was determined by GEOID03. EZ1098 EZ1098.The dynamic height is computed by dividing the NAVD 88 EZ1098.geopotential number by the normal gravity value computed on the EZ1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1098.degrees latitude (g = 980.6199 gals.). EZ1098 EZ1098.The modeled gravity was interpolated from observed gravity values. EZ1098 EZ1098; North East Units Scale Factor Converg. EZ1098;SPC NC - 236,005.558 626,101.895 MT 0.99993208 +0 06 19.7 EZ1098;SPC NC - 774,294.90 2,054,135.97 sFT 0.99993208 +0 06 19.7 EZ1098;UTM 17 - 3,972,543.046 697,044.246 MT 1.00007845 +1 16 46.6 EZ1098 EZ1098! - Elev Factor x Scale Factor = Combined Factor EZ1098!SPC NC - 0.99998664 x 0.99993208 = 0.99991872 EZ1098!UTM 17 - 0.99998664 x 1.00007845 = 1.00006509 EZ1098 EZ1098: Primary Azimuth Mark Grid Az EZ1098:SPC NC - KEARNS 018 24 09.1 EZ1098:UTM 17 - KEARNS 017 13 42.2 EZ1098 EZ1098|---------------------------------------------------------------------| EZ1098| PID Reference Object Distance Geod. Az | EZ1098| dddmmss.s | EZ1098| EZ1097 KEARNS 417.953 METERS 0183028.8 | EZ1098| EZ1099 SCOLLON 253.846 METERS 18218 | EZ1098|---------------------------------------------------------------------| EZ1098 EZ1098 SUPERSEDED SURVEY CONTROL EZ1098 EZ1098 NAD 27 - 35 52 37.86768(N) 078 49 03.12298(W) AD( ) 2 EZ1098 NGVD 29 (??/??/92) 117.327 (m) 384.93 (f) ADJ UNCH 2 2 EZ1098 EZ1098.Superseded values are not recommended for survey control. EZ1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1098.See file dsdata.txt to determine how the superseded data were derived. EZ1098 EZ1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9704472543(NAD 83) EZ1098_MARKER: DE = TRAVERSE STATION DISK EZ1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1098_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1098_STAMPING: JUNIUS 1973 EZ1098_MARK LOGO: NCGS EZ1098_MAGNETIC: N = NO MAGNETIC MATERIAL EZ1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1098+STABILITY: SURFACE MOTION EZ1098_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ1098+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2005 EZ1098 EZ1098 HISTORY - Date Condition Report By EZ1098 HISTORY - 1973 MONUMENTED NCGS EZ1098 HISTORY - 1974 GOOD NCGS EZ1098 HISTORY - 20040823 GOOD NCGS EZ1098 HISTORY - 20050529 GOOD USPSQD EZ1098 EZ1098 STATION DESCRIPTION EZ1098 EZ1098'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (LWA) EZ1098'JUNIUS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ1098'VICINITY OF MORRISVILLE, NORTH CAROLINA. EZ1098' EZ1098'JUNIUS IS LOCATED APPROXIMATELY 3.8 MILES NORTH OF MORRISVILLE, AND EZ1098'12.1 MILES WNW OF RALEIGH. TO REACH STATION FROM THE PAGE ROAD EZ1098'OVERPASS OF I-40 (WEST), PROCEED NE ALONG PAGE ROAD FOR 0.7 MILES EZ1098'TO T INTERSECTION WITH SR 1642, THENCE SE ALONG SR 1642 FOR 0.85 EZ1098'MILES TO T INTERSECTION WITH SR 1789, THENCE SOUTH ALONG SR 1789 EZ1098'FOR 0.45 MILES TO STATION ON RIGHT IN WEST SHOULDER, 0.6 MILES EZ1098'NORTH OF INTERSECTION WITH SR 1792. EZ1098' EZ1098'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED JUNIUS EZ1098'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 5 EZ1098'INCHES BELOW THE SURFACE OF THE GROUND. EZ1098' EZ1098'MARK IS EZ1098'14.0 FEET W OF C/L SR 1789. EZ1098'68.8 FEET SW OF 9 INCH PINE W/ALUMINUM REF. TAG. EZ1098'93.3 FEET NW OF 10 INCH PINE W/ALUMINUM REF. TAG. EZ1098'65.9 FEET WNW OF 22 INCH OAK W/ALUMINUM REF. TAG. EZ1098'5.7 FEET E OF E EDGE OF OPEN FIELD. EZ1098 EZ1098 STATION RECOVERY (1974) EZ1098 EZ1098'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 EZ1098'3.8 MI N FROM MORRISVILLE. EZ1098'JUNIUS IS LOCATED APPROXIMATELY 12.1 MILES WNW OF RALEIGH. TO EZ1098'REACH STATION FROM THE PAGE ROAD OVERPASS OF I-40 (WEST), PROCEED EZ1098'NE ALONG PAGE ROAD FOR 0.7 MILES TO T INTERSECTION WITH SR 1642, EZ1098'THENCE SE ALONG SR 1642 FOR 0.85 MILES TO T INTERSECTION WITH SR EZ1098'1789, THENCE SOUTH ALONG SR 1789 FOR 0.45 MILES TO STATION ON EZ1098'RIGHT IN WEST SHOULDER, 0.6 MILES NORTH OF INTERSECTION WITH SR EZ1098'1792, 14.0 FT W OF C/L OF SR 1789, 68.8 FT SW OF 9 IN PINE EZ1098'W/ALUMINUM REF. TAG, 93.3 FT NW OF 10 IN PINE W/ALUMINUM REF. TAG, EZ1098'65.9 FT WNW OF 22 IN OAK W/ALUMINUM REF. TAG, AND 5.7 FT E OF E EZ1098'EDGE OF OPEN FIELD. DISK IS SET IN CONCRETE CYLINDER, 5 INCHES EZ1098'BELOW THE GROUND. EZ1098 EZ1098 STATION RECOVERY (2004) EZ1098 EZ1098'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL) EZ1098'STATION FOUND IN GOOD CONDITION. A COMPLETE NEW DESCRIPTION FOLLOWS. EZ1098'STATION IS LOCATED ABOUT 12.1 MI (19.5 KM) WEST-NORTHWEST OF RALEIGH EZ1098'AND 3.8 MI (6.1 KM) NORTH OF MORRISVILLE. PROCEED ALONG SR 3015 EZ1098'(AIRPORT BLVD) FOR 0.2 MI (0.3 KM) NORTHEAST FROM I-40 OVERPASS (EXIT EZ1098'284) TO SR 1789 (PLEASANT GROVE CHURCH ROAD), THENCE NORTH ALONG SR EZ1098'1789 FOR 1.15 MI (1.85 KM) TO STATION IN WEST SHOULDER. ALSO, 0.45 MI EZ1098'(0.72 KM) SOUTH OF SR 1642 (NELSON RD) MARK IS RECESSED 8-IN BELOW EZ1098'THE GROUND AND ABOUT LEVEL WITH CENTERLINE OF SR 1789. LOCATED 14.9 FT EZ1098'(4.5 M) WEST OF CENTERLINE OF SR 1789, 120.9 FT (36.9 M) EZ1098'NORTH-NORTHEAST OF WEST END OF CONCRETE CULVERT, 65.9 FT (20.1 M) EZ1098'NORTHWEST OF 22-IN DEAD OAK, AND 68.8 FT (21.0 M) WEST-SOUTHWEST OF EZ1098'15-IN PINE, 93.3 FT (28.4 M) NORTH-NORTHWEST 15-IN PINE, 113.3 FT EZ1098'(34.5 M) SOUTH-SOUTHWEST OF POWER POLE (94A87) WITH TRANSFORMERS, 3 EZ1098'GUY WIRES, 156.8 FT (47.8 M) NORTH-NORTHEAST OF POWERPOLE (94A86) WITH EZ1098'3 GUY WIRES, ALL FOUR WITH REFERENCE TAGS. EZ1098 EZ1098 STATION RECOVERY (2005) EZ1098 EZ1098'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ1098'N 35 52.642 EZ1098'W 078 49.037 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2231 *********************************************************************** EZ2231 DESIGNATION - JUNKCAR EZ2231 PID - EZ2231 EZ2231 STATE/COUNTY- NC/WAKE EZ2231 USGS QUAD - ANGIER (1993) EZ2231 EZ2231 *CURRENT SURVEY CONTROL EZ2231 ___________________________________________________________________ EZ2231* NAD 83(1986)- 35 35 29.37345(N) 078 37 35.08486(W) ADJUSTED EZ2231* NAVD 88 - 101.591 (meters) 333.30 (feet) ADJUSTED EZ2231 ___________________________________________________________________ EZ2231 LAPLACE CORR- -6.07 (seconds) DEFLEC99 EZ2231 GEOID HEIGHT- -33.26 (meters) GEOID03 EZ2231 DYNAMIC HT - 101.501 (meters) 333.01 (feet) COMP EZ2231 MODELED GRAV- 979,756.2 (mgal) NAVD 88 EZ2231 EZ2231 HORZ ORDER - SECOND EZ2231 VERT ORDER - SECOND CLASS II EZ2231 EZ2231.The North Carolina HARNS have been completed but, EZ2231.due to contractual restrictions, coordinates for these stations EZ2231.will NOT be published in the near future. In the interim, the EZ2231.published coordinates in North Carolina will not be EZ2231.consistent with the Continuously Operating Reference Stations EZ2231.(CORS). The HARN coordinates for these stations are available EZ2231.upon request. Contact Gary Thompson(919-733-3836). EZ2231. EZ2231.In addition, the published North Carolina positions EZ2231.(NAD 83 (1986)) are NOT consistent with those determined in EZ2231.adjacent state readjustments. The discontinuity between stations EZ2231.located in North Carolina and those in adjacent states EZ2231.which have been adjusted to the HARN may be as much as 5 EZ2231.decimeters. This will result in a significant loss of accuracy EZ2231.over lines crossing such state borders. EZ2231 EZ2231 EZ2231.The horizontal coordinates were established by classical geodetic methods EZ2231.and adjusted by the National Geodetic Survey in July 1986. EZ2231 EZ2231.The orthometric height was determined by differential leveling EZ2231.and adjusted by the National Geodetic Survey in June 1991. EZ2231 EZ2231.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2231 EZ2231.The geoid height was determined by GEOID03. EZ2231 EZ2231.The dynamic height is computed by dividing the NAVD 88 EZ2231.geopotential number by the normal gravity value computed on the EZ2231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2231.degrees latitude (g = 980.6199 gals.). EZ2231 EZ2231.The modeled gravity was interpolated from observed gravity values. EZ2231 EZ2231; North East Units Scale Factor Converg. EZ2231;SPC NC - 204,342.029 643,454.311 MT 0.99989012 +0 12 56.2 EZ2231;SPC NC - 670,412.14 2,111,066.35 sFT 0.99989012 +0 12 56.2 EZ2231;UTM 17 - 3,941,233.838 715,043.642 MT 1.00016989 +1 22 55.1 EZ2231 EZ2231! - Elev Factor x Scale Factor = Combined Factor EZ2231!SPC NC - 0.99998928 x 0.99989012 = 0.99987940 EZ2231!UTM 17 - 0.99998928 x 1.00016989 = 1.00015916 EZ2231 EZ2231: Primary Azimuth Mark Grid Az EZ2231:SPC NC - MOODY 086 28 27.7 EZ2231:UTM 17 - MOODY 085 18 28.8 EZ2231 EZ2231|---------------------------------------------------------------------| EZ2231| PID Reference Object Distance Geod. Az | EZ2231| dddmmss.s | EZ2231| EZ2229 MOODY APPROX. 2.5 KM 0864123.9 | EZ2231|---------------------------------------------------------------------| EZ2231 EZ2231 SUPERSEDED SURVEY CONTROL EZ2231 EZ2231 NAD 27 - 35 35 28.81295(N) 078 37 36.05445(W) AD( ) 2 EZ2231 NAVD 88 (11/13/98) 101.59 (m) 333.3 (f) LEVELING 3 EZ2231 NGVD 29 (??/??/92) 101.845 (m) 334.14 (f) ADJ UNCH 2 2 EZ2231 EZ2231.Superseded values are not recommended for survey control. EZ2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2231.See file dsdata.txt to determine how the superseded data were derived. EZ2231 EZ2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1504441234(NAD 83) EZ2231_MARKER: DE = TRAVERSE STATION DISK EZ2231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2231_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2231_STAMPING: JUNKCAR 1976 EZ2231_MARK LOGO: NCGS EZ2231_PROJECTION: FLUSH EZ2231_MAGNETIC: N = NO MAGNETIC MATERIAL EZ2231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2231+STABILITY: SURFACE MOTION EZ2231 EZ2231 HISTORY - Date Condition Report By EZ2231 HISTORY - 1976 MONUMENTED NCGS EZ2231 HISTORY - 1976 GOOD NCGS EZ2231 HISTORY - 19850101 GOOD NCGS EZ2231 EZ2231 STATION DESCRIPTION EZ2231 EZ2231'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2231'JUNKCAR IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2231'IN THE VICINITY OF WILLOW SPRINGS, NORTH CAROLINA. EZ2231' EZ2231'JUNKCAR IS LOCATED APPROXIMATELY 5.9 MILES ESE OF WILLOW SPRINGS EZ2231'AND 8.1 MILES SOUTH OF GARNER. TO REACH STATION FROM INTERSECTION EZ2231'OF NC 42 WITH NC 50 NEAR THE JOHNSTON-WAKE COUNTY LINE, PROCEED EZ2231'WESTERLY ALONG NC 42 FOR 1.55 MILES TO STATION ON RIGHT, ON TOP EZ2231'OF A 4 FOOT BANK, IN EDGE OF A YARD WITH A ONE STORY WHITE FRAME EZ2231'HOUSE AND JUNKYARD, 0.10 MILE WEST OF T INTERSECTION WITH SR EZ2231'2734 (WNW) AND 0.5 MILE EAST OF BRIDGE OVER LITTLE RIVER. EZ2231' EZ2231'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2231'JUNKCAR 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2231'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2231' EZ2231'MARK IS 26.2 FT N OF C/L OF NC 42 EZ2231' EZ2231'257.9 FT SSW OF C/L OF SR 2734 EZ2231' EZ2231'161.2 FT SE OF SOUTHEAST CORNER OF HOUSE EZ2231' EZ2231'175.8 FT WSW OF POWER POLE WITH TRANSFORMER AND WITH ALUMINUM EZ2231'REF. TAG EZ2231' EZ2231'206.8 FT SSE OF POWER POLE WITH TRANSFORMER AND WITH ALUMINUM EZ2231'REF. TAG EZ2231 EZ2231 STATION RECOVERY (1976) EZ2231 EZ2231'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2231'5.9 MI ESE FROM WILLOW SPRINGS. EZ2231'TO REACH STATION FROM INTERSECTION OF NC 42 WITH NC 50 NEAR THE EZ2231'JOHNSTON-WAKE COUNTY LINE, PROCEED WESTERLY ALONG NC 42 FOR 1.55 MILES EZ2231'TO STATION ON RIGHT, ON TOP OF A 4 FOOT BANK, IN EDGE OF A YARD WITH A EZ2231'ONE STORY WHITE FRAME HOUSE AND JUNKYARD, 0.10 MILE WEST OF T EZ2231'INTERSECTION WITH SR 2734 (WNW), 0.5 MILE EAST OF BRIDGE OVER LITTLE EZ2231'RIVER. 26.2 FT. N OF CENTERLINE OF NC 42, 257.9 FT. SSW OF CENTERLINE EZ2231'OF SR 2734, 161.2 FT. SE OF SOUTHEAST CORNER OF HOUSE, 175.8 FT. WSW EZ2231'OF POWER POLE WITH TRANSFORMER AND WITH ALUMINUM REF. TAG AND 206.8 EZ2231'FT. SSE OF POWER POLE WITH TRANSFORMER AND WITH ALUMINUM REF. TAG. EZ2231'DISK IS SET IN CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF THE EZ2231'GROUND. EZ2231 EZ2231 STATION RECOVERY (1985) EZ2231 EZ2231'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (EWB) EZ2231'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5433 *********************************************************************** EZ5433 DESIGNATION - KAPEX EZ5433 PID - EZ5433 EZ5433 STATE/COUNTY- NC/WAKE EZ5433 USGS QUAD - CARY (1993) EZ5433 EZ5433 *CURRENT SURVEY CONTROL EZ5433 ___________________________________________________________________ EZ5433* NAD 83(1986)- 35 45 10.09101(N) 078 51 07.36612(W) ADJUSTED EZ5433* NAVD 88 - 150.54 (+/-2cm) 493.9 (feet) VERTCON EZ5433 ___________________________________________________________________ EZ5433 LAPLACE CORR- -5.01 (seconds) DEFLEC99 EZ5433 GEOID HEIGHT- -32.14 (meters) GEOID03 EZ5433 EZ5433 HORZ ORDER - SECOND EZ5433 VERT ORDER - THIRD ? (See Below) EZ5433 EZ5433.The North Carolina HARNS have been completed but, EZ5433.due to contractual restrictions, coordinates for these stations EZ5433.will NOT be published in the near future. In the interim, the EZ5433.published coordinates in North Carolina will not be EZ5433.consistent with the Continuously Operating Reference Stations EZ5433.(CORS). The HARN coordinates for these stations are available EZ5433.upon request. Contact Gary Thompson(919-733-3836). EZ5433. EZ5433.In addition, the published North Carolina positions EZ5433.(NAD 83 (1986)) are NOT consistent with those determined in EZ5433.adjacent state readjustments. The discontinuity between stations EZ5433.located in North Carolina and those in adjacent states EZ5433.which have been adjusted to the HARN may be as much as 5 EZ5433.decimeters. This will result in a significant loss of accuracy EZ5433.over lines crossing such state borders. EZ5433 EZ5433 EZ5433.The horizontal coordinates were established by classical geodetic methods EZ5433.and adjusted by the National Geodetic Survey in July 1986. EZ5433 EZ5433.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5433.The vertical order pertains to the NGVD 29 superseded value. EZ5433 EZ5433.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5433 EZ5433.The geoid height was determined by GEOID03. EZ5433 EZ5433; North East Units Scale Factor Converg. EZ5433;SPC NC - 222,184.371 622,981.593 MT 0.99991073 +0 05 07.4 EZ5433;SPC NC - 728,949.89 2,043,898.78 sFT 0.99991073 +0 05 07.4 EZ5433;UTM 17 - 3,958,658.835 694,206.883 MT 1.00006478 +1 15 19.5 EZ5433 EZ5433! - Elev Factor x Scale Factor = Combined Factor EZ5433!SPC NC - 0.99998142 x 0.99991073 = 0.99989215 EZ5433!UTM 17 - 0.99998142 x 1.00006478 = 1.00004620 EZ5433 EZ5433: Primary Azimuth Mark Grid Az EZ5433:SPC NC - KAPEX AZ MK 004 06 37.9 EZ5433:UTM 17 - KAPEX AZ MK 002 56 25.8 EZ5433 EZ5433|---------------------------------------------------------------------| EZ5433| PID Reference Object Distance Geod. Az | EZ5433| dddmmss.s | EZ5433| EZ6254 KAPEX AZ MK 0041145.3 | EZ5433| EZ6255 KAPEX RM 1 18.855 METERS 01143 | EZ5433| EZ5312 APEX LOOKOUT TOWER APPROX. 6.0 KM 1370953.0 | EZ5433| EZ6256 KAPEX RM 2 21.822 METERS 19826 | EZ5433|---------------------------------------------------------------------| EZ5433 EZ5433 SUPERSEDED SURVEY CONTROL EZ5433 EZ5433 NAD 27 - 35 45 09.54850(N) 078 51 08.34640(W) AD( ) 2 EZ5433 NGVD 29 (07/19/86) 150.79 (m) 494.7 (f) LEVELING 3 EZ5433 EZ5433.Superseded values are not recommended for survey control. EZ5433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5433.See file dsdata.txt to determine how the superseded data were derived. EZ5433 EZ5433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9420758659(NAD 83) EZ5433_MARKER: DS = TRIANGULATION STATION DISK EZ5433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5433 EZ5433 HISTORY - Date Condition Report By EZ5433 HISTORY - 1957 MONUMENTED CGS EZ5433 HISTORY - 1961 GOOD NCGS EZ5433 HISTORY - 1964 MARK NOT FOUND AMS EZ5433 EZ5433 STATION DESCRIPTION EZ5433 EZ5433'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE) EZ5433'STATION IS LOCATED ABOUT 1-1/2 MILES NORTH OF APEX, 4-1/2 MILES EZ5433'WEST OF CARY, AND ABOUT 0.25 MILE NORTHWEST OF JUNCTION OF EZ5433'U.S. HIGHWAYS NO. 1 AND 64. STATION IS 47 FEET SOUTH-SOUTHWEST EZ5433'OF SOUTHEAST CORNER OF PORCH, 24 FEET WEST-SOUTHWEST OF WELL EZ5433'AND 3-1/2 FEET EAST-SOUTHEAST OF WITNESS POST. THE MARK EZ5433'PROJECTS 6 INCHES AND THE DISK IS STAMPED KAPEX 1957. EZ5433' EZ5433'REFERENCE MARK NO. 1 IS 11-1/2 FEET WEST-NORTHWEST OF EZ5433'NORTHWEST CORNER OF HOUSE AND 54-1/2 FEET NORTH-NORTHEAST OF EZ5433'WELL. THE MARK IS FLUSH AND THE DISK IS STAMPED KAPEX NO 1 1957. EZ5433' EZ5433'REFERENCE MARK NO. 2 IS 9-1/2 FEET EAST-NORTHEAST OF NORTHEAST EZ5433'CORNER OF TOBACCO BARN AND 9-1/2 FEET SOUTH OF DRIVEWAY. THE EZ5433'MARK IS FLUSH AND THE DISK IS STAMPED KAPEX NO 2 1957. EZ5433' EZ5433'AZIMUTH MARK IS 23 FEET SOUTHWEST OF APPROXIMATE CENTERLINE EZ5433'OF ROAD AND 2-1/2 FEET SOUTHEAST OF WITNESS POST. THE MARK EZ5433'PROJECTS 6 INCHES AND THE DISK IS STAMPED KAPEX 1957. EZ5433' EZ5433'TO REACH FROM POST OFFICE IN APEX, GO NORTHERLY ON U.S. EZ5433'HIGHWAY NO. 1 FOR 1.3 MILES TO FORKS. TAKE LEFT FORK AND GO EZ5433'0.05 MILE TO JUNCTION OF U.S. HIGHWAY NO. 64. CONTINUE EZ5433'NORTHERLY ON SURFACED ROAD FOR 0.3 MILES TO FARM DRIVEWAY ON EZ5433'LEFT (WEST) SIDE OF ROAD. (CONTINUE NORTHERLY ON SURFACED ROAD EZ5433'FOR 0.05 MILE TO CROSSROADS. TURN LEFT AND GO WEST ON GRAVEL EZ5433'ROAD FOR 0.2 MILE TO AZIMUTH MARK ON LEFT (SOUTH) SIDE OF EZ5433'ROAD). TURN LEFT ON FARM DRIVEWAY AND GO WESTERLY FOR 0.15 EZ5433'MILE TO UNPAINTED HOUSE AND WELL AND STATION AS DESCRIBED. EZ5433' EZ5433'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. EZ5433 EZ5433 STATION RECOVERY (1961) EZ5433 EZ5433'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ5433'STATION, REFERENCE MARK 2, AND AZIMUTH MARK IN GOOD EZ5433'CONDITION. REFERENCE MARK 1 WAS DESTROYED. EZ5433 EZ5433 STATION RECOVERY (1964) EZ5433 EZ5433'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1964 EZ5433'STATION HAS BEEN DESTROYED BY FARMER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1097 *********************************************************************** EZ1097 DESIGNATION - KEARNS EZ1097 PID - EZ1097 EZ1097 STATE/COUNTY- NC/WAKE EZ1097 USGS QUAD - SOUTHEAST DURHAM (1993) EZ1097 EZ1097 *CURRENT SURVEY CONTROL EZ1097 ___________________________________________________________________ EZ1097* NAD 83(1986)- 35 52 51.25046(N) 078 48 56.85406(W) ADJUSTED EZ1097* NAVD 88 - 119.109 (meters) 390.78 (feet) ADJUSTED EZ1097 ___________________________________________________________________ EZ1097 LAPLACE CORR- -6.17 (seconds) DEFLEC99 EZ1097 GEOID HEIGHT- -31.94 (meters) GEOID03 EZ1097 DYNAMIC HT - 119.010 (meters) 390.45 (feet) COMP EZ1097 MODELED GRAV- 979,793.4 (mgal) NAVD 88 EZ1097 EZ1097 HORZ ORDER - SECOND EZ1097 VERT ORDER - SECOND CLASS II EZ1097 EZ1097.The North Carolina HARNS have been completed but, EZ1097.due to contractual restrictions, coordinates for these stations EZ1097.will NOT be published in the near future. In the interim, the EZ1097.published coordinates in North Carolina will not be EZ1097.consistent with the Continuously Operating Reference Stations EZ1097.(CORS). The HARN coordinates for these stations are available EZ1097.upon request. Contact Gary Thompson(919-733-3836). EZ1097. EZ1097.In addition, the published North Carolina positions EZ1097.(NAD 83 (1986)) are NOT consistent with those determined in EZ1097.adjacent state readjustments. The discontinuity between stations EZ1097.located in North Carolina and those in adjacent states EZ1097.which have been adjusted to the HARN may be as much as 5 EZ1097.decimeters. This will result in a significant loss of accuracy EZ1097.over lines crossing such state borders. EZ1097 EZ1097 EZ1097.The horizontal coordinates were established by classical geodetic methods EZ1097.and adjusted by the National Geodetic Survey in July 1986. EZ1097 EZ1097.The orthometric height was determined by differential leveling EZ1097.and adjusted by the National Geodetic Survey in June 1991. EZ1097 EZ1097.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1097 EZ1097.The geoid height was determined by GEOID03. EZ1097 EZ1097.The dynamic height is computed by dividing the NAVD 88 EZ1097.geopotential number by the normal gravity value computed on the EZ1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1097.degrees latitude (g = 980.6199 gals.). EZ1097 EZ1097.The modeled gravity was interpolated from observed gravity values. EZ1097 EZ1097; North East Units Scale Factor Converg. EZ1097;SPC NC - 236,402.110 626,233.830 MT 0.99993276 +0 06 22.7 EZ1097;SPC NC - 775,595.92 2,054,568.82 sFT 0.99993276 +0 06 22.7 EZ1097;UTM 17 - 3,972,942.277 697,168.045 MT 1.00007905 +1 16 50.1 EZ1097 EZ1097! - Elev Factor x Scale Factor = Combined Factor EZ1097!SPC NC - 0.99998632 x 0.99993276 = 0.99991908 EZ1097!UTM 17 - 0.99998632 x 1.00007905 = 1.00006537 EZ1097 EZ1097: Primary Azimuth Mark Grid Az EZ1097:SPC NC - JUNIUS 198 24 09.2 EZ1097:UTM 17 - JUNIUS 197 13 41.8 EZ1097 EZ1097|---------------------------------------------------------------------| EZ1097| PID Reference Object Distance Geod. Az | EZ1097| dddmmss.s | EZ1097| EZ1096 MYATT 314.543 METERS 00212 | EZ1097| EZ1098 JUNIUS 417.953 METERS 1983031.9 | EZ1097|---------------------------------------------------------------------| EZ1097 EZ1097 SUPERSEDED SURVEY CONTROL EZ1097 EZ1097 NAD 27 - 35 52 50.72717(N) 078 48 57.83406(W) AD( ) 2 EZ1097 NGVD 29 (??/??/92) 119.360 (m) 391.60 (f) ADJ UNCH 2 2 EZ1097 EZ1097.Superseded values are not recommended for survey control. EZ1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1097.See file dsdata.txt to determine how the superseded data were derived. EZ1097 EZ1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9716872942(NAD 83) EZ1097_MARKER: DE = TRAVERSE STATION DISK EZ1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1097_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1097_STAMPING: KEARNS 1973 EZ1097_MARK LOGO: NCGS EZ1097_MAGNETIC: N = NO MAGNETIC MATERIAL EZ1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1097+STABILITY: SURFACE MOTION EZ1097_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ1097+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2005 EZ1097 EZ1097 HISTORY - Date Condition Report By EZ1097 HISTORY - 1973 MONUMENTED NCGS EZ1097 HISTORY - 1974 GOOD NCGS EZ1097 HISTORY - 1987 GOOD USPSQD EZ1097 HISTORY - 20040823 GOOD NCGS EZ1097 HISTORY - 20050529 GOOD USPSQD EZ1097 EZ1097 STATION DESCRIPTION EZ1097 EZ1097'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (LWA) EZ1097'KEARNS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ1097'VICINITY OF MORRISVILLE, NORTH CAROLINA. EZ1097' EZ1097'KEARNS IS LOCATED APPROXIMATELY 4.0 MILES NORTH OF MORRISVILLE, AND EZ1097'12.1 MILES WNW OF RALEIGH. TO REACH STATION FROM THE PAGE ROAD EZ1097'OVERPASS OF I-40 (WEST), PROCEED NE ALONG PAGE ROAD FOR 0.7 MILE TO EZ1097'T INTERSECTION WITH SR 1642, THENCE SE ALONG SR 1642 FOR 0.85 MILE EZ1097'TO T INTERSECTION WITH SR 1789, THENCE SOUTH ALONG SR 1789 FOR 0.2 EZ1097'MILE TO STATION ON LEFT ON TOP OF A 2 FOOT BANK, 0.85 MILE NORTH OF EZ1097'INTERSECTION WITH SR 1792 AND APPROXIMATELY 400 FEET SE OF EZ1097'BAPTIST CHURCH. EZ1097' EZ1097'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED KEARNS EZ1097'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 4 EZ1097'INCHES BELOW THE SURFACE OF THE GROUND. EZ1097' EZ1097'MARK IS EZ1097'29.6 FEET E OF C/L OF SR 1789. EZ1097'38.2 FEET N OF C/L OF DIRT ROAD (N). EZ1097'65.9 FEET NNW OF 20 INCH OAK W/ALUMINUM REF. TAG. EZ1097'15.3 FEET SW OF 7 INCH PINE W/ALUMINUM REF. TAG. EZ1097'38.3 FEET SE OF 3 INCH OAK W/ALUMINUM REF. TAG. EZ1097 EZ1097 STATION RECOVERY (1974) EZ1097 EZ1097'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 EZ1097'4.0 MI N FROM MORRISVILLE. EZ1097'KEARNS IS LOCATED APPROXIMATELY 12.1 MILES WNW OF RALEIGH. TO EZ1097'REACH STATION FROM THE PAGE ROAD OVERPASS OF I-40 (WEST), PROCEED EZ1097'NE ALONG PAGE ROAD FOR 0.7 MILE TO T INTERSECTION WITH SR 1642, EZ1097'THENCE SE ALONG SR 1642 FOR 0.85 MILE TO T INTERSECTION WITH SR EZ1097'1789, THENCE SOUTH ALONG SR 1789 FOR 0.2 MILE TO STATION ON LEFT EZ1097'ON TOP OF A 2 FT BANK, 0.85 MILE NORTH OF INTERSECTION WITH SR EZ1097'1792, AND APPROXIMATELY 400 FT SE OF BAPTIST CHURCH, 29.6 FT E EZ1097'OF C/L OF SR 1789, 38.2 FT N OF C/L OF DIRT ROAD (N), 65.9 FT EZ1097'NNW OF 20 IN OAK W/ALUMINUM REF. TAG, 15.3 FT SW OF 7 IN PINE EZ1097'W/ALUMINUM RF. TAG, AND 38.3 FT SE OF 3 IN OAK W/ALUMINUM REF. EZ1097'TAG. DISK IS SET IN CONCRETE CYLINDER, 4 INCHES BELOW THE EZ1097'GROUND. EZ1097 EZ1097 STATION RECOVERY (1987) EZ1097 EZ1097'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ1097'RECOVERED IN GOOD CONDITION. EZ1097 EZ1097 STATION RECOVERY (2004) EZ1097 EZ1097'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL) EZ1097'STATION RECOVERED IN GOOD CONDITION. COMPLETE NEW DESCRIPTION FOLLOWS. EZ1097'STATION IS LOCATED ABOUT 12.1 MI (19.5 KM) WEST-NORTHWEST OF RALEIGH EZ1097'AND 4.0 MI (6.4 KM) NORTH OF MORRISVILLE. PROCEED ALONG SR 3015 EZ1097'(AIRPORT BLVD) FOR 0.2 MI (0.3 KM) NORTHEAST FROM I-40 OVERPASS (EXIT EZ1097'284) TO SR 1789 (PLEASANT GROVE CHURCH ROAD), THENCE NORTH ALONG SR EZ1097'1789 FOR 1.4 MI (2.3 KM) TO A DIM WOODSROAD (NORTHEAST) WITH CABLE AND EZ1097'STATION IN THE NORTHEAST QUADRANT. ALSO, 0.2 MI (0.3 KM) SOUTH OF SR EZ1097'1642 (NELSON ROAD) AND 0.1 MI (0.2 KM) SOUTH OF PLEASANT GROVE UNITED EZ1097'CHURCH OF CHRIST (3491 . MARK IS RECESSED 2 IN BELOW THE GROUND AND EZ1097'ABOUT LEVEL WITH SR 1789. LOCATED 30.2 FT (9.2 M) EAST-SOUTHEAST OF EZ1097'CENTERLINE OF SR 1789, ABOUT 23 FT (7.0 M) NORTHWEST OF CENTER OF DIM EZ1097'WOOD ROAD AT CABLE GATE, 16.0 FT (4.9 M) WEST-SOUTHWEST OF 17-IN PINE EZ1097'AND 66.9 FT (20.4 M) NORTH-NORTHEAST OF 33-IN OAK, BOTH WITH GATE EZ1097'CABLES AND REFERENCE TAGS, 139.1 FT (42.4 M) SOUTH-SOUTHWEST OF POWER EZ1097'POLE (F288 BL) WITH 6 GUY WIRES AND REFERENCE TAG. EZ1097 EZ1097 STATION RECOVERY (2005) EZ1097 EZ1097'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ1097'N 35 52.856 EZ1097'W 078 48.947 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5071 *********************************************************************** EZ5071 DESIGNATION - KEITH EZ5071 PID - EZ5071 EZ5071 STATE/COUNTY- NC/WAKE EZ5071 USGS QUAD - RALEIGH EAST (1993) EZ5071 EZ5071 *CURRENT SURVEY CONTROL EZ5071 ___________________________________________________________________ EZ5071* NAD 83(1986)- 35 52 23.08146(N) 078 37 19.93038(W) ADJUSTED EZ5071* NAVD 88 - 134.2 (meters) 440. (feet) VERTCON EZ5071 ___________________________________________________________________ EZ5071 LAPLACE CORR- -7.28 (seconds) DEFLEC99 EZ5071 GEOID HEIGHT- -32.74 (meters) GEOID03 EZ5071 EZ5071 HORZ ORDER - SECOND EZ5071 EZ5071.The North Carolina HARNS have been completed but, EZ5071.due to contractual restrictions, coordinates for these stations EZ5071.will NOT be published in the near future. In the interim, the EZ5071.published coordinates in North Carolina will not be EZ5071.consistent with the Continuously Operating Reference Stations EZ5071.(CORS). The HARN coordinates for these stations are available EZ5071.upon request. Contact Gary Thompson(919-733-3836). EZ5071. EZ5071.In addition, the published North Carolina positions EZ5071.(NAD 83 (1986)) are NOT consistent with those determined in EZ5071.adjacent state readjustments. The discontinuity between stations EZ5071.located in North Carolina and those in adjacent states EZ5071.which have been adjusted to the HARN may be as much as 5 EZ5071.decimeters. This will result in a significant loss of accuracy EZ5071.over lines crossing such state borders. EZ5071 EZ5071 EZ5071.The horizontal coordinates were established by classical geodetic methods EZ5071.and adjusted by the National Geodetic Survey in July 1986. EZ5071 EZ5071.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5071 EZ5071.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5071 EZ5071.The geoid height was determined by GEOID03. EZ5071 EZ5071; North East Units Scale Factor Converg. EZ5071;SPC NC - 235,583.450 643,716.873 MT 0.99993127 +0 13 05.0 EZ5071;SPC NC - 772,910.04 2,111,927.77 sFT 0.99993127 +0 13 05.0 EZ5071;UTM 17 - 3,972,482.230 714,667.538 MT 1.00016787 +1 23 38.0 EZ5071 EZ5071! - Elev Factor x Scale Factor = Combined Factor EZ5071!SPC NC - 0.99998407 x 0.99993127 = 0.99991534 EZ5071!UTM 17 - 0.99998407 x 1.00016787 = 1.00015194 EZ5071 EZ5071 SUPERSEDED SURVEY CONTROL EZ5071 EZ5071 NAD 27 - 35 52 22.55531(N) 078 37 20.91725(W) AD( ) 2 EZ5071 NGVD 29 (07/19/86) 134.5 (m) 441. (f) VERT ANG EZ5071 EZ5071.Superseded values are not recommended for survey control. EZ5071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5071.See file dsdata.txt to determine how the superseded data were derived. EZ5071 EZ5071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1466872482(NAD 83) EZ5071_MARKER: DE = TRAVERSE STATION DISK EZ5071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5071_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5071_STAMPING: KEITH 1965 EZ5071_MARK LOGO: NCGS EZ5071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5071+STABILITY: SURFACE MOTION EZ5071 EZ5071 HISTORY - Date Condition Report By EZ5071 HISTORY - 1965 MONUMENTED NCGS EZ5071 HISTORY - 1972 SEE DESCRIPTION NCGS EZ5071 EZ5071 STATION DESCRIPTION EZ5071 EZ5071'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ5071'KEITH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5071'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5071' EZ5071'KEITH IS 6.4 MILES N OF RALEIGH AND 1.7 MILES NW OF EZ5071'MILBROOK. LOCATED 1.4 MILES S ALONG SR 2000 FROM Y INTERSECTION OF EZ5071'SR 1829 AND SR 2000. 0.3 MILES N OF T ROAD INTERSECTION OF SR EZ5071'2015 AND SR 2000. AT THE INTERSECTION OF SR 2000 AND SR 2017 EZ5071'AND APPROXIMATELY 150 FT SE OF OLD KEITH SERVICE STATION. EZ5071' EZ5071'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5071'KEITH 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5071'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ5071' EZ5071'MARK IS EZ5071' EZ5071'35.6 FT E OF C/L OF SR 2000 EZ5071' EZ5071'26.4 FT E OF YELLOW ARROW ON SR 2000 EZ5071' EZ5071'8.2 FT NE OF BRACE POLE WITH ALUMINUM REF. TAG EZ5071' EZ5071'73.5 FT N OF PP WITH ALUMINUM REF. TAG EZ5071' EZ5071'15.6 FT S OF DIRT ROAD EZ5071' EZ5071'64.5 FT W OF 10 INCH OAK WITH ALUMINUM REF. TAG EZ5071' EZ5071'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ5071 EZ5071 STATION RECOVERY (1972) EZ5071 EZ5071'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ5071'DESTROYED. STREET WIDENED. EZ5071' EZ5071'KEITH 2 1972 WAS PLACED IN VICINITY 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7292 *********************************************************************** AE7292 DESIGNATION - KEITHS AE7292 PID - AE7292 AE7292 STATE/COUNTY- NC/WAKE AE7292 USGS QUAD - WAKE FOREST (1987) AE7292 AE7292 *CURRENT SURVEY CONTROL AE7292 ___________________________________________________________________ AE7292* NAD 83(1986)- 35 58 32.14751(N) 078 33 38.37107(W) ADJUSTED AE7292* NAVD 88 - 108.6 (meters) 356. (feet) VERTCON AE7292 ___________________________________________________________________ AE7292 LAPLACE CORR- -6.77 (seconds) DEFLEC99 AE7292 GEOID HEIGHT- -32.72 (meters) GEOID03 AE7292 AE7292 HORZ ORDER - SECOND AE7292 AE7292.The North Carolina HARNS have been completed but, AE7292.due to contractual restrictions, coordinates for these stations AE7292.will NOT be published in the near future. In the interim, the AE7292.published coordinates in North Carolina will not be AE7292.consistent with the Continuously Operating Reference Stations AE7292.(CORS). The HARN coordinates for these stations are available AE7292.upon request. Contact Gary Thompson(919-733-3836). AE7292. AE7292.In addition, the published North Carolina positions AE7292.(NAD 83 (1986)) are NOT consistent with those determined in AE7292.adjacent state readjustments. The discontinuity between stations AE7292.located in North Carolina and those in adjacent states AE7292.which have been adjusted to the HARN may be as much as 5 AE7292.decimeters. This will result in a significant loss of accuracy AE7292.over lines crossing such state borders. AE7292 AE7292 AE7292.The horizontal coordinates were established by classical geodetic methods AE7292.and adjusted by the National Geodetic Survey in March 1998. AE7292 AE7292.The NAVD 88 height was computed by applying the VERTCON shift value to AE7292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7292 AE7292.The Laplace correction was computed from DEFLEC99 derived deflections. AE7292 AE7292.The geoid height was determined by GEOID03. AE7292 AE7292; North East Units Scale Factor Converg. AE7292;SPC NC - 246,980.736 649,224.038 MT 0.99995227 +0 15 12.9 AE7292;SPC NC - 810,302.63 2,129,995.86 sFT 0.99995227 +0 15 12.9 AE7292;UTM 17 - 3,983,993.083 719,940.517 MT 1.00019610 +1 26 00.8 AE7292 AE7292! - Elev Factor x Scale Factor = Combined Factor AE7292!SPC NC - 0.99998809 x 0.99995227 = 0.99994036 AE7292!UTM 17 - 0.99998809 x 1.00019610 = 1.00018418 AE7292 AE7292 SUPERSEDED SURVEY CONTROL AE7292 AE7292 NGVD 29 (03/10/98) 108.9 (m) 357. (f) VERT ANG AE7292 AE7292.Superseded values are not recommended for survey control. AE7292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7292.See file dsdata.txt to determine how the superseded data were derived. AE7292 AE7292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1994183993(NAD 83) AE7292_MARKER: DE = TRAVERSE STATION DISK AE7292_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. AE7292_SP_SET: CONCRETE TRAFFIC ISLAND AE7292_STAMPING: KEITHS 1985 AE7292_MARK LOGO: NCGS AE7292_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AE7292 AE7292 HISTORY - Date Condition Report By AE7292 HISTORY - 1985 MONUMENTED NCGS AE7292 AE7292 STATION DESCRIPTION AE7292 AE7292'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) AE7292'STATION IS LOCATED ABOUT 4.5 KM (2.80 MI) WEST OF WAKE FOREST. ALONG AE7292'NC 98 FOR 2.0 KM (1.25 MI) WEST FROM THE US 1 OVERPASS, TO SR 1923 AE7292'(THOMPSON MILL) CROSSROADS, IN THE NORTH END OF THE SOUTH CONCRETE AE7292'TRAFFIC ISLAND. LOCATED 8.7 M (28.5 FT) SOUTH OF THE CENTERLINE OF THE AE7292'HIGHWAY, 26.2 M (86.0 FT) NORTH OF THE SOUTH END OF THE TRAFFIC AE7292'ISLAND, 16.6 M (54.5 FT) NORTHWEST OF A METAL DRAIN COVER, AND 1.1 M AE7292'(3.6 FT) SOUTH OF A STOP SIGN. MARK IS ABOUT LEVEL WITH HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1132 *********************************************************************** EZ1132 DESIGNATION - KELLY EZ1132 PID - EZ1132 EZ1132 STATE/COUNTY- NC/WAKE EZ1132 USGS QUAD - NEW HILL (1983) EZ1132 EZ1132 *CURRENT SURVEY CONTROL EZ1132 ___________________________________________________________________ EZ1132* NAD 83(1986)- 35 44 48.24100(N) 078 53 32.99409(W) ADJUSTED EZ1132* NAVD 88 - 118.505 (meters) 388.80 (feet) ADJUSTED EZ1132 ___________________________________________________________________ EZ1132 LAPLACE CORR- -5.71 (seconds) DEFLEC99 EZ1132 GEOID HEIGHT- -32.02 (meters) GEOID03 EZ1132 DYNAMIC HT - 118.403 (meters) 388.46 (feet) COMP EZ1132 MODELED GRAV- 979,772.1 (mgal) NAVD 88 EZ1132 EZ1132 HORZ ORDER - SECOND EZ1132 VERT ORDER - SECOND CLASS II EZ1132 EZ1132.The North Carolina HARNS have been completed but, EZ1132.due to contractual restrictions, coordinates for these stations EZ1132.will NOT be published in the near future. In the interim, the EZ1132.published coordinates in North Carolina will not be EZ1132.consistent with the Continuously Operating Reference Stations EZ1132.(CORS). The HARN coordinates for these stations are available EZ1132.upon request. Contact Gary Thompson(919-733-3836). EZ1132. EZ1132.In addition, the published North Carolina positions EZ1132.(NAD 83 (1986)) are NOT consistent with those determined in EZ1132.adjacent state readjustments. The discontinuity between stations EZ1132.located in North Carolina and those in adjacent states EZ1132.which have been adjusted to the HARN may be as much as 5 EZ1132.decimeters. This will result in a significant loss of accuracy EZ1132.over lines crossing such state borders. EZ1132 EZ1132 EZ1132.The horizontal coordinates were established by classical geodetic methods EZ1132.and adjusted by the National Geodetic Survey in July 1986. EZ1132 EZ1132.The orthometric height was determined by differential leveling EZ1132.and adjusted by the National Geodetic Survey in June 1991. EZ1132 EZ1132.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1132 EZ1132.The geoid height was determined by GEOID03. EZ1132 EZ1132.The dynamic height is computed by dividing the NAVD 88 EZ1132.geopotential number by the normal gravity value computed on the EZ1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1132.degrees latitude (g = 980.6199 gals.). EZ1132 EZ1132.The modeled gravity was interpolated from observed gravity values. EZ1132 EZ1132; North East Units Scale Factor Converg. EZ1132;SPC NC - 221,506.293 619,323.983 MT 0.99990981 +0 03 43.4 EZ1132;SPC NC - 726,725.23 2,031,898.77 sFT 0.99990981 +0 03 43.4 EZ1132;UTM 17 - 3,957,906.118 690,563.347 MT 1.00004750 +1 13 53.7 EZ1132 EZ1132! - Elev Factor x Scale Factor = Combined Factor EZ1132!SPC NC - 0.99998643 x 0.99990981 = 0.99989624 EZ1132!UTM 17 - 0.99998643 x 1.00004750 = 1.00003393 EZ1132 EZ1132: Primary Azimuth Mark Grid Az EZ1132:SPC NC - CHERRY 083 09 12.8 EZ1132:UTM 17 - CHERRY 081 59 02.5 EZ1132 EZ1132|---------------------------------------------------------------------| EZ1132| PID Reference Object Distance Geod. Az | EZ1132| dddmmss.s | EZ1132| EZ5344 CHERRY APPROX. 0.8 KM 0831256.2 | EZ1132|---------------------------------------------------------------------| EZ1132 EZ1132 SUPERSEDED SURVEY CONTROL EZ1132 EZ1132 NAD 27 - 35 44 47.69798(N) 078 53 33.96517(W) AD( ) 2 EZ1132 NGVD 29 (??/??/92) 118.756 (m) 389.62 (f) ADJ UNCH 2 2 EZ1132 EZ1132.Superseded values are not recommended for survey control. EZ1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1132.See file dsdata.txt to determine how the superseded data were derived. EZ1132 EZ1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9056357906(NAD 83) EZ1132_MARKER: DE = TRAVERSE STATION DISK EZ1132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1132_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1132_STAMPING: KELLY 1961 EZ1132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1132+STABILITY: SURFACE MOTION EZ1132 EZ1132 HISTORY - Date Condition Report By EZ1132 HISTORY - 1961 MONUMENTED NCGS EZ1132 HISTORY - 1973 GOOD NCGS EZ1132 HISTORY - 1974 GOOD NCGS EZ1132 HISTORY - 19740901 GOOD USGS EZ1132 EZ1132 STATION DESCRIPTION EZ1132 EZ1132'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ1132'KELLY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1132'IN THE VICINITY OF DURHAM, NORTH CAROLINA. EZ1132' EZ1132'KELLY IS LOCATED APPROXIMATELY 4.9 MILES NNE OF NEW HILL, EZ1132'N.C. AND 2.9 MILES NW OF APEX, N. C. TO REACH STATION EZ1132'PROCEED FROM THE INTERSECTION OF U.S. 64 AND NC 55 WEST FOR EZ1132'0.9 MILES TO KELLYS SINCLAIR SERVICE STATION. THE STATION IS EZ1132'LOCATED IN THE SERVICE PARKING AREA IN FRONT OF STATION. EZ1132'SOUTHEAST OF GAS PUMPS. EZ1132' EZ1132'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1132'KELLY 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1132'WHICH IS 5 INCHES BELOW THE SURFACE OF THE GROUND. EZ1132' EZ1132'MARK IS EZ1132' EZ1132'40.0 FT S OF C/L OF U.S. 64 EZ1132' EZ1132'18.0 FT SE OF EASTERNMOST GAS PUMP EZ1132' EZ1132'10.6 FT NE OF PP WITH ALUMINUM REF. TAG AT NE CORNER OF STATION EZ1132 EZ1132 STATION RECOVERY (1973) EZ1132 EZ1132'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EZ1132'GOOD AS DESCRIBED. EZ1132 EZ1132 STATION RECOVERY (1974) EZ1132 EZ1132'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 EZ1132'2.5 MI WNW FROM APEX. EZ1132'TO REACH STATION FROM THE U.S. 64 UNDERPASS OF NC 55 NW OF APEX, EZ1132'PROCEED WEST ALONG U.S. 64 FOR 0.95 MILE TO KELLYS SINCLAIR EZ1132'SERVICE STATION, AND STATION IN THE SERVICE PARKING AREA NE OF EZ1132'THE BUILDING, 41.1 FT SOUTH OF C/L U.S. 64, 16.5 FT SE OF CENTER EZ1132'OF EAST END OF CONCRETE GAS PUMP BASE, 10.6 FT NE OF PP WITH EZ1132'ALUMINUM REF. TAG, AND 13.7 FT WNW OF A 6 IN STEEL SIGN POLE EZ1132'(COLONIAL). DISK IS SET IN TOP OF CONCRETE CYLINDER 4 INCHES EZ1132'BELOW THE GROUND. EZ1132 EZ1132 STATION RECOVERY (1974) EZ1132 EZ1132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (LWA) EZ1132'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2215 *********************************************************************** EZ2215 DESIGNATION - KENDALL EZ2215 PID - EZ2215 EZ2215 STATE/COUNTY- NC/WAKE EZ2215 USGS QUAD - GARNER (1993) EZ2215 EZ2215 *CURRENT SURVEY CONTROL EZ2215 ___________________________________________________________________ EZ2215* NAD 83(1986)- 35 40 02.71864(N) 078 36 19.39948(W) ADJUSTED EZ2215* NAVD 88 - 91.930 (meters) 301.61 (feet) ADJUSTED EZ2215 ___________________________________________________________________ EZ2215 LAPLACE CORR- -7.37 (seconds) DEFLEC99 EZ2215 GEOID HEIGHT- -33.28 (meters) GEOID03 EZ2215 DYNAMIC HT - 91.849 (meters) 301.34 (feet) COMP EZ2215 MODELED GRAV- 979,748.6 (mgal) NAVD 88 EZ2215 EZ2215 HORZ ORDER - SECOND EZ2215 VERT ORDER - SECOND CLASS II EZ2215 EZ2215.The North Carolina HARNS have been completed but, EZ2215.due to contractual restrictions, coordinates for these stations EZ2215.will NOT be published in the near future. In the interim, the EZ2215.published coordinates in North Carolina will not be EZ2215.consistent with the Continuously Operating Reference Stations EZ2215.(CORS). The HARN coordinates for these stations are available EZ2215.upon request. Contact Gary Thompson(919-733-3836). EZ2215. EZ2215.In addition, the published North Carolina positions EZ2215.(NAD 83 (1986)) are NOT consistent with those determined in EZ2215.adjacent state readjustments. The discontinuity between stations EZ2215.located in North Carolina and those in adjacent states EZ2215.which have been adjusted to the HARN may be as much as 5 EZ2215.decimeters. This will result in a significant loss of accuracy EZ2215.over lines crossing such state borders. EZ2215 EZ2215 EZ2215.The horizontal coordinates were established by classical geodetic methods EZ2215.and adjusted by the National Geodetic Survey in July 1986. EZ2215 EZ2215.The orthometric height was determined by differential leveling EZ2215.and adjusted by the National Geodetic Survey in June 1991. EZ2215 EZ2215.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2215 EZ2215.The geoid height was determined by GEOID03. EZ2215 EZ2215.The dynamic height is computed by dividing the NAVD 88 EZ2215.geopotential number by the normal gravity value computed on the EZ2215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2215.degrees latitude (g = 980.6199 gals.). EZ2215 EZ2215.The modeled gravity was interpolated from observed gravity values. EZ2215 EZ2215; North East Units Scale Factor Converg. EZ2215;SPC NC - 212,772.953 645,325.906 MT 0.99989883 +0 13 39.9 EZ2215;SPC NC - 698,072.60 2,117,206.74 sFT 0.99989883 +0 13 39.9 EZ2215;UTM 17 - 3,949,703.524 716,743.514 MT 1.00017893 +1 23 48.5 EZ2215 EZ2215! - Elev Factor x Scale Factor = Combined Factor EZ2215!SPC NC - 0.99999079 x 0.99989883 = 0.99988963 EZ2215!UTM 17 - 0.99999079 x 1.00017893 = 1.00016972 EZ2215 EZ2215|---------------------------------------------------------------------| EZ2215| PID Reference Object Distance Geod. Az | EZ2215| dddmmss.s | EZ2215| EZ2214 BETHEL 296.042 METERS 01559 | EZ2215| EZ2216 ASIDE 392.513 METERS 20008 | EZ2215|---------------------------------------------------------------------| EZ2215 EZ2215 SUPERSEDED SURVEY CONTROL EZ2215 EZ2215 NAD 27 - 35 40 02.16635(N) 078 36 20.38418(W) AD( ) 2 EZ2215 NGVD 29 (??/??/92) 92.178 (m) 302.42 (f) ADJ UNCH 2 2 EZ2215 EZ2215.Superseded values are not recommended for survey control. EZ2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2215.See file dsdata.txt to determine how the superseded data were derived. EZ2215 EZ2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1674449704(NAD 83) EZ2215_MARKER: DE = TRAVERSE STATION DISK EZ2215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2215_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2215_STAMPING: KENDALL 1968 EZ2215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2215+STABILITY: SURFACE MOTION EZ2215_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ2215+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2005 EZ2215 EZ2215 HISTORY - Date Condition Report By EZ2215 HISTORY - 1968 MONUMENTED NCGS EZ2215 HISTORY - 1976 GOOD NCGS EZ2215 HISTORY - 1978 GOOD NCGS EZ2215 HISTORY - 1987 GOOD USPSQD EZ2215 HISTORY - 1989 GOOD USPSQD EZ2215 HISTORY - 20050528 GOOD USPSQD EZ2215 EZ2215 STATION DESCRIPTION EZ2215 EZ2215'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EZ2215'KENDALL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2215'IN THE VICINITY OF CLAYTON, NORTH CAROLINA. EZ2215' EZ2215'KENDALL IS LOCATED APPROXIMATELY 2.9 MILES SOUTH OF THE EZ2215'CENTER OF GARNER. TO REACH STATION PROCEED FROM THE EZ2215'INTERSECTION OF NC 50 WITH U.S. 70 IN GARNER, GO SOUTH ON NC EZ2215'50 FOR 2.85 MILES TO STATION. WHICH IS ON THE EAST SHOULDER OF EZ2215'NC 50, SOUTH OF ENTRANCE TO JOHNSON AND JOHNSON LUMBER CO., EZ2215'0.15 MILE SOUTH OF INTERSECTION OF SR 2703 WITH NC 50 AND 0.1 EZ2215'MILE NORTH OF INTERSECTION OF SR 2711. EZ2215' EZ2215'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2215'KENDALL 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2215'WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND. EZ2215' EZ2215'MARK IS EZ2215' EZ2215'14.7 FT ENE OF C/L OF NC 50 EZ2215' EZ2215'95.7 FT N OF PP 60 WITH ALUMINUM REF. TAG, AND TRANSFORMER EZ2215'ON E BANK OF NC 50 EZ2215' EZ2215'103.9 FT WSW OF 24 INCH PINE WITH ALUMINUM REF. TAG IN FIELD EZ2215'ON E SIDE OF NC 50 EZ2215' EZ2215'102.6 FT SW OF PP 59 WITH ALUMINUM REF. TAG IN FIELD ON E SIDE OF EZ2215'NC 50 EZ2215 EZ2215 STATION RECOVERY (1976) EZ2215 EZ2215'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2215'2.8 MI S FROM GARNER. EZ2215'TO REACH STATION FROM THE NC 50 BRIDGE OVER SWIFT CREEK NEAR LAKE EZ2215'BENSON DAM, PROCEED NORTH ALONG NC 50 FOR 0.5 MILE TO STATION ON RIGHT EZ2215'IN EAST SHOULDER OF HIGHWAY. 0.15 MILE SOUTH OF SR 2703 (SE) AT NEW EZ2215'BETHEL CHURCH. 15.0 FT. E OF CENTERLINE OF NC 50, 96.6 FT. N OF PP EZ2215'NO. 60 WITH ALUMINUM REF. TAG, 103.9 FT. WSW OF 36 INCH PINE WITH EZ2215'ALUMINUM REF. TAG, 101.2 FT. SW OF PP WITH ALUMINUM REF. TAG AND 73.4 EZ2215'FT. SE OF 14 INCH PECAN WITH ALUMINUM REF. TAG. DISK IS SET IN TOP OF EZ2215'CONCRETE CYLINDER, 8 INCHES BELOW THE SURFACE OF THE GROUND. EZ2215 EZ2215 STATION RECOVERY (1978) EZ2215 EZ2215'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (CEH) EZ2215'THE STATION WAS RECOVERED IN GOOD CONDITION. A COMPLETE NEW EZ2215'DESCRIPTION FOLLOWS. EZ2215' EZ2215'TO REACH THE STATION FROM THE NC 50 BRIDGE OVER SWIFT CREEK NEAR LAKE EZ2215'BENSON DAM, PROCEED NORTH ALONG NC 50 FOR 0.5 MILE TO STATION ON THE EZ2215'RIGHT IN EAST SHOULDER OF HIGHWAY AND 0.15 MILE SOUTH OF SR 2703 EZ2215'SOUTHEAST AT NEW BETHEL CHURCH. EZ2215' EZ2215'THE MARK IS A STANDARD DISK STAMPED---KENDALL 1968---SET IN THE TOP OF EZ2215'A CONCRETE CYLINDER WHICH IS 8 INCHES BELOW THE GROUND SURFACE. THE EZ2215'MARK IS 15.0 FEET EAST OF CENTERLINE OF NC 50, 96.6 FEET NORTH OF EZ2215'POWER POLE 60 WITH REFERENCE TAG, 103.9 FEET WEST-SOUTHWEST OF 36 INCH EZ2215'PINE WITH REFERENCE TAG, 101.2 FEET SOUTHWEST OF POWER POLE WITH EZ2215'REFERENCE TAG AND 73.4 FEET SOUTHEAST OF 14 INCH PECAN WITH REFERENCE EZ2215'TAG. EZ2215 EZ2215 STATION RECOVERY (1987) EZ2215 EZ2215'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ2215'RECOVERED IN GOOD CONDITION. EZ2215 EZ2215 STATION RECOVERY (1989) EZ2215 EZ2215'RECOVERY NOTE BY US POWER SQUADRON 1989 (WCB) EZ2215'RECOVERED IN GOOD CONDITION. EZ2215 EZ2215 STATION RECOVERY (2005) EZ2215 EZ2215'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ2215'N 35 40.044 EZ2215'W 078 36.322 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5281 *********************************************************************** EZ5281 DESIGNATION - KENNEBEC EZ5281 PID - EZ5281 EZ5281 STATE/COUNTY- NC/WAKE EZ5281 USGS QUAD - ANGIER (1993) EZ5281 EZ5281 *CURRENT SURVEY CONTROL EZ5281 ___________________________________________________________________ EZ5281* NAD 83(1986)- 35 32 16.43908(N) 078 44 49.07361(W) ADJUSTED EZ5281* NAVD 88 - 106.09 (+/-2cm) 348.1 (feet) VERTCON EZ5281 ___________________________________________________________________ EZ5281 LAPLACE CORR- -4.58 (seconds) DEFLEC99 EZ5281 GEOID HEIGHT- -32.95 (meters) GEOID03 EZ5281 EZ5281 HORZ ORDER - SECOND EZ5281 VERT ORDER - THIRD ? (See Below) EZ5281 EZ5281.The North Carolina HARNS have been completed but, EZ5281.due to contractual restrictions, coordinates for these stations EZ5281.will NOT be published in the near future. In the interim, the EZ5281.published coordinates in North Carolina will not be EZ5281.consistent with the Continuously Operating Reference Stations EZ5281.(CORS). The HARN coordinates for these stations are available EZ5281.upon request. Contact Gary Thompson(919-733-3836). EZ5281. EZ5281.In addition, the published North Carolina positions EZ5281.(NAD 83 (1986)) are NOT consistent with those determined in EZ5281.adjacent state readjustments. The discontinuity between stations EZ5281.located in North Carolina and those in adjacent states EZ5281.which have been adjusted to the HARN may be as much as 5 EZ5281.decimeters. This will result in a significant loss of accuracy EZ5281.over lines crossing such state borders. EZ5281 EZ5281 EZ5281.The horizontal coordinates were established by classical geodetic methods EZ5281.and adjusted by the National Geodetic Survey in July 1986. EZ5281 EZ5281.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5281.The vertical order pertains to the NGVD 29 superseded value. EZ5281 EZ5281.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5281 EZ5281.The geoid height was determined by GEOID03. EZ5281 EZ5281; North East Units Scale Factor Converg. EZ5281;SPC NC - 198,362.058 632,545.489 MT 0.99988502 +0 08 45.8 EZ5281;SPC NC - 650,792.85 2,075,276.33 sFT 0.99988502 +0 08 45.8 EZ5281;UTM 17 - 3,935,031.706 704,255.930 MT 1.00011415 +1 18 36.0 EZ5281 EZ5281! - Elev Factor x Scale Factor = Combined Factor EZ5281!SPC NC - 0.99998852 x 0.99988502 = 0.99987354 EZ5281!UTM 17 - 0.99998852 x 1.00011415 = 1.00010267 EZ5281 EZ5281: Primary Azimuth Mark Grid Az EZ5281:SPC NC - WIMBERLY 164 59 49.3 EZ5281:UTM 17 - WIMBERLY 163 49 59.1 EZ5281 EZ5281|---------------------------------------------------------------------| EZ5281| PID Reference Object Distance Geod. Az | EZ5281| dddmmss.s | EZ5281| EZ5282 WIMBERLY APPROX. 1.1 KM 1650835.1 | EZ5281|---------------------------------------------------------------------| EZ5281 EZ5281 SUPERSEDED SURVEY CONTROL EZ5281 EZ5281 NAD 27 - 35 32 15.86998(N) 078 44 50.02775(W) AD( ) 2 EZ5281 NGVD 29 (07/19/86) 106.34 (m) 348.9 (f) LEVELING 3 EZ5281 EZ5281.Superseded values are not recommended for survey control. EZ5281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5281.See file dsdata.txt to determine how the superseded data were derived. EZ5281 EZ5281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0425635032(NAD 83) EZ5281_MARKER: DE = TRAVERSE STATION DISK EZ5281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5281_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5281_STAMPING: KENNEBEC 1972 EZ5281_MARK LOGO: NCGS EZ5281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5281+STABILITY: SURFACE MOTION EZ5281 EZ5281 HISTORY - Date Condition Report By EZ5281 HISTORY - 1972 MONUMENTED NCGS EZ5281 EZ5281 STATION DESCRIPTION EZ5281 EZ5281'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ5281'KENNEBEC IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ5281'THE VICINITY OF ANGIER, NORTH CAROLINA. EZ5281' EZ5281'KENNEBEC IS LOCATED APPROXIMATELY 2.2 MILES NNW OF ANGIER. TO REACH EZ5281'STATION FROM THE INTERSECTION OF NC 55 AND NC 210 IN ANGIER, PROCEED EZ5281'NORTH ALONG NC 55 FOR 2.2 MILES TO STATION ON LEFT ON A ROAD BANK, EZ5281'0.05 MILE NW OF INTERSECTION WITH SR 2791, APPROXIMATELY 40 FEET EZ5281'SOUTHWEST OF C/L OF DIRT ROAD (E), AND APPROXIMATELY 530 FEET EZ5281'NORTH OF KENNEBEC BAPTIST CHURCH. EZ5281' EZ5281'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED KENNEBEC EZ5281'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EZ5281'FLUSH WITH THE GROUND. EZ5281' EZ5281'MARK IS-- EZ5281'33.0 FEET W OF C/L OF NC 55. EZ5281'99.2 FEET SSW OF PP WITH ALUMINUM REF. TAG AND TRANSFORMER. EZ5281'7.6 FEET N OF TP NO. 11 WITH ALUMINUM REF. TAG AND TELEPHONE EZ5281'JUNCTION BOX. EZ5281'63.8 FEET W OF TP NO. 65 WITH ALUMINUM REF. TAG. EZ5281'87.0 FEET WNW OF 3 INCH WHITE OAK WITH ALUMINUM REF. TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5128 *********************************************************************** EZ5128 DESIGNATION - KIDD EZ5128 PID - EZ5128 EZ5128 STATE/COUNTY- NC/WAKE EZ5128 USGS QUAD - RALEIGH WEST (1988) EZ5128 EZ5128 *CURRENT SURVEY CONTROL EZ5128 ___________________________________________________________________ EZ5128* NAD 83(1986)- 35 50 35.88568(N) 078 40 48.58906(W) ADJUSTED EZ5128* NAVD 88 - 77.5 (meters) 254. (feet) VERTCON EZ5128 ___________________________________________________________________ EZ5128 LAPLACE CORR- -6.83 (seconds) DEFLEC99 EZ5128 GEOID HEIGHT- -32.58 (meters) GEOID03 EZ5128 EZ5128 HORZ ORDER - SECOND EZ5128 EZ5128.The North Carolina HARNS have been completed but, EZ5128.due to contractual restrictions, coordinates for these stations EZ5128.will NOT be published in the near future. In the interim, the EZ5128.published coordinates in North Carolina will not be EZ5128.consistent with the Continuously Operating Reference Stations EZ5128.(CORS). The HARN coordinates for these stations are available EZ5128.upon request. Contact Gary Thompson(919-733-3836). EZ5128. EZ5128.In addition, the published North Carolina positions EZ5128.(NAD 83 (1986)) are NOT consistent with those determined in EZ5128.adjacent state readjustments. The discontinuity between stations EZ5128.located in North Carolina and those in adjacent states EZ5128.which have been adjusted to the HARN may be as much as 5 EZ5128.decimeters. This will result in a significant loss of accuracy EZ5128.over lines crossing such state borders. EZ5128 EZ5128 EZ5128.The horizontal coordinates were established by classical geodetic methods EZ5128.and adjusted by the National Geodetic Survey in July 1986. EZ5128 EZ5128.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5128.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5128 EZ5128.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5128 EZ5128.The geoid height was determined by GEOID03. EZ5128 EZ5128; North East Units Scale Factor Converg. EZ5128;SPC NC - 232,261.408 638,493.593 MT 0.99992578 +0 11 04.6 EZ5128;SPC NC - 762,010.97 2,094,791.06 sFT 0.99992578 +0 11 04.6 EZ5128;UTM 17 - 3,969,052.995 709,512.320 MT 1.00014092 +1 21 32.1 EZ5128 EZ5128! - Elev Factor x Scale Factor = Combined Factor EZ5128!SPC NC - 0.99999295 x 0.99992578 = 0.99991873 EZ5128!UTM 17 - 0.99999295 x 1.00014092 = 1.00013386 EZ5128 EZ5128 SUPERSEDED SURVEY CONTROL EZ5128 EZ5128 NAD 27 - 35 50 35.34967(N) 078 40 49.57310(W) AD( ) 2 EZ5128 NGVD 29 (07/19/86) 77.8 (m) 255. (f) VERT ANG EZ5128 EZ5128.Superseded values are not recommended for survey control. EZ5128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5128.See file dsdata.txt to determine how the superseded data were derived. EZ5128 EZ5128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0951269053(NAD 83) EZ5128_MARKER: DE = TRAVERSE STATION DISK EZ5128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5128_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5128_STAMPING: KIDD 1961 EZ5128_MARK LOGO: NCGS EZ5128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5128+STABILITY: SURFACE MOTION EZ5128 EZ5128 HISTORY - Date Condition Report By EZ5128 HISTORY - 1961 MONUMENTED NCGS EZ5128 HISTORY - 1973 SEE DESCRIPTION NCGS EZ5128 EZ5128 STATION DESCRIPTION EZ5128 EZ5128'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ5128'KIDD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5128'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5128' EZ5128'KIDD IS 5.35 MILES NNW OF RALEIGH. PROCEED WEST ON U.S. 70 EZ5128'FOR 5.3 MILES TO BRIDGE OVER CRABTREE CREEK, CONTINUE ON U.S. EZ5128'70 FOR 0.5 MILES TO STATION JUST WEST OF CONCRETE BRIDGE OVER EZ5128'NC 50 AND ON NORTH SIDE OF HIGHWAY. EZ5128' EZ5128'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5128'KIDD 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5128'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EZ5128' EZ5128'MARK IS EZ5128' EZ5128'72.1 FT SE OF ONE WAY SIGN WITH ALUMINUM REF. TAG EZ5128' EZ5128'62.3 FT NNE OF 8 INCH MAPLE WITH ALUMINUM REF. TAG EZ5128' EZ5128'25.3 FT W OF NW END OF GUARD RAIL EZ5128' EZ5128'17.9 FT N OF C/L OF W LANE OF U.S. 70 EZ5128' EZ5128'77.4 FT NW OF SE END OF GUARD RAIL EZ5128' EZ5128'126.2 FT E OF 3 LEAD NAILS IN YIELD RIGHT OF WAY SIGN EZ5128 EZ5128 STATION RECOVERY (1973) EZ5128 EZ5128'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EZ5128'DESTROYED. ROAD CHANGED FROM 4 TO 8 LANES. EZ5128' EZ5128'REPLACED. BY KIDD 2 1972. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7327 *********************************************************************** AE7327 DESIGNATION - KIDD 2 HUB AE7327 PID - AE7327 AE7327 STATE/COUNTY- NC/WAKE AE7327 USGS QUAD - RALEIGH WEST (1988) AE7327 AE7327 *CURRENT SURVEY CONTROL AE7327 ___________________________________________________________________ AE7327* NAD 83(1986)- 35 50 32.16508(N) 078 40 43.56633(W) ADJUSTED AE7327* NAVD 88 - 77.8 (meters) 255. (feet) VERTCON AE7327 ___________________________________________________________________ AE7327 LAPLACE CORR- -6.83 (seconds) DEFLEC99 AE7327 GEOID HEIGHT- -32.59 (meters) GEOID03 AE7327 AE7327 HORZ ORDER - SECOND AE7327 AE7327.The North Carolina HARNS have been completed but, AE7327.due to contractual restrictions, coordinates for these stations AE7327.will NOT be published in the near future. In the interim, the AE7327.published coordinates in North Carolina will not be AE7327.consistent with the Continuously Operating Reference Stations AE7327.(CORS). The HARN coordinates for these stations are available AE7327.upon request. Contact Gary Thompson(919-733-3836). AE7327. AE7327.In addition, the published North Carolina positions AE7327.(NAD 83 (1986)) are NOT consistent with those determined in AE7327.adjacent state readjustments. The discontinuity between stations AE7327.located in North Carolina and those in adjacent states AE7327.which have been adjusted to the HARN may be as much as 5 AE7327.decimeters. This will result in a significant loss of accuracy AE7327.over lines crossing such state borders. AE7327 AE7327 AE7327.The horizontal coordinates were established by classical geodetic methods AE7327.and adjusted by the National Geodetic Survey in March 1998. AE7327 AE7327.The NAVD 88 height was computed by applying the VERTCON shift value to AE7327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7327 AE7327.The Laplace correction was computed from DEFLEC99 derived deflections. AE7327 AE7327.The geoid height was determined by GEOID03. AE7327 AE7327; North East Units Scale Factor Converg. AE7327;SPC NC - 232,147.151 638,619.999 MT 0.99992559 +0 11 07.5 AE7327;SPC NC - 761,636.11 2,095,205.78 sFT 0.99992559 +0 11 07.5 AE7327;UTM 17 - 3,968,941.329 709,641.069 MT 1.00014159 +1 21 34.9 AE7327 AE7327! - Elev Factor x Scale Factor = Combined Factor AE7327!SPC NC - 0.99999290 x 0.99992559 = 0.99991849 AE7327!UTM 17 - 0.99999290 x 1.00014159 = 1.00013449 AE7327 AE7327 SUPERSEDED SURVEY CONTROL AE7327 AE7327 NGVD 29 (03/10/98) 78.1 (m) 256. (f) VERT ANG AE7327 AE7327.Superseded values are not recommended for survey control. AE7327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7327.See file dsdata.txt to determine how the superseded data were derived. AE7327 AE7327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0964168941(NAD 83) AE7327 AE7327 HISTORY - Date Condition Report By AE7327 HISTORY - 1986 FIRST OBSERVED NCGS AE7327 AE7327 STATION DESCRIPTION AE7327 AE7327'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7327'STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) NORTH-NORTHWEST OF CAPITOL AE7327'SQUARE IN RALEIGH. ALONG US 70 FOR 0.7 MI (1.1 KM) FROM THE US 70 AE7327'UNDERPASS OF I 440, A WOODEN HUB DRIVEN INTO THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0942 *********************************************************************** EZ0942 DESIGNATION - KING 2 EZ0942 PID - EZ0942 EZ0942 STATE/COUNTY- NC/WAKE EZ0942 USGS QUAD - SOUTHEAST DURHAM (1993) EZ0942 EZ0942 *CURRENT SURVEY CONTROL EZ0942 ___________________________________________________________________ EZ0942* NAD 83(1986)- 35 53 44.09264(N) 078 46 26.76173(W) ADJUSTED EZ0942* NAVD 88 - 126.183 (meters) 413.99 (feet) ADJUSTED EZ0942 ___________________________________________________________________ EZ0942 LAPLACE CORR- -6.01 (seconds) DEFLEC99 EZ0942 GEOID HEIGHT- -32.05 (meters) GEOID03 EZ0942 DYNAMIC HT - 126.077 (meters) 413.64 (feet) COMP EZ0942 MODELED GRAV- 979,787.4 (mgal) NAVD 88 EZ0942 EZ0942 HORZ ORDER - SECOND EZ0942 VERT ORDER - SECOND CLASS 0 EZ0942 EZ0942.The North Carolina HARNS have been completed but, EZ0942.due to contractual restrictions, coordinates for these stations EZ0942.will NOT be published in the near future. In the interim, the EZ0942.published coordinates in North Carolina will not be EZ0942.consistent with the Continuously Operating Reference Stations EZ0942.(CORS). The HARN coordinates for these stations are available EZ0942.upon request. Contact Gary Thompson(919-733-3836). EZ0942. EZ0942.In addition, the published North Carolina positions EZ0942.(NAD 83 (1986)) are NOT consistent with those determined in EZ0942.adjacent state readjustments. The discontinuity between stations EZ0942.located in North Carolina and those in adjacent states EZ0942.which have been adjusted to the HARN may be as much as 5 EZ0942.decimeters. This will result in a significant loss of accuracy EZ0942.over lines crossing such state borders. EZ0942 EZ0942 EZ0942.The horizontal coordinates were established by classical geodetic methods EZ0942.and adjusted by the National Geodetic Survey in July 1986. EZ0942 EZ0942.The orthometric height was determined by differential leveling EZ0942.and adjusted by the National Geodetic Survey in June 1991. EZ0942 EZ0942.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0942 EZ0942.The geoid height was determined by GEOID03. EZ0942 EZ0942.The dynamic height is computed by dividing the NAVD 88 EZ0942.geopotential number by the normal gravity value computed on the EZ0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0942.degrees latitude (g = 980.6199 gals.). EZ0942 EZ0942.The modeled gravity was interpolated from observed gravity values. EZ0942 EZ0942; North East Units Scale Factor Converg. EZ0942;SPC NC - 238,038.443 629,994.639 MT 0.99993561 +0 07 49.4 EZ0942;SPC NC - 780,964.46 2,066,907.41 sFT 0.99993561 +0 07 49.4 EZ0942;UTM 17 - 3,974,655.630 700,895.092 MT 1.00009733 +1 18 19.8 EZ0942 EZ0942! - Elev Factor x Scale Factor = Combined Factor EZ0942!SPC NC - 0.99998523 x 0.99993561 = 0.99992084 EZ0942!UTM 17 - 0.99998523 x 1.00009733 = 1.00008255 EZ0942 EZ0942: Primary Azimuth Mark Grid Az EZ0942:SPC NC - TEAMSTER 045 08 03.6 EZ0942:UTM 17 - TEAMSTER 043 57 33.2 EZ0942 EZ0942|---------------------------------------------------------------------| EZ0942| PID Reference Object Distance Geod. Az | EZ0942| dddmmss.s | EZ0942| EZ0943 TEAMSTER 483.890 METERS 0451553.0 | EZ0942| EZ0941 POWER 393.630 METERS 20000 | EZ0942|---------------------------------------------------------------------| EZ0942 EZ0942 SUPERSEDED SURVEY CONTROL EZ0942 EZ0942 NAD 27 - 35 53 43.56862(N) 078 46 27.73917(W) AD( ) 2 EZ0942 NGVD 29 (??/??/92) 126.44 (m) 414.8 (f) COMPUTED 2 0 EZ0942 EZ0942.Superseded values are not recommended for survey control. EZ0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0942.See file dsdata.txt to determine how the superseded data were derived. EZ0942 EZ0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0089574656(NAD 83) EZ0942_MARKER: DE = TRAVERSE STATION DISK EZ0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0942_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0942_STAMPING: KING 2 EZ0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0942+STABILITY: SURFACE MOTION EZ0942 EZ0942 HISTORY - Date Condition Report By EZ0942 HISTORY - 1972 MONUMENTED NCGS EZ0942 HISTORY - 1973 GOOD NCGS EZ0942 EZ0942 STATION DESCRIPTION EZ0942 EZ0942'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ0942'KING 2 IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ0942'THE VICINITY OF NW WAKE COUNTY. EZ0942' EZ0942'KING 2 IS LOCATED APPROXIMATELY 5.7 MILES NNE OF MORRISVILLE, AND EZ0942'11.0 MILES NW OF CAPITOL SQUARE IN RALEIGH. TO REACH STATION FROM EZ0942'INTERSECTION OF US 70 AND SR 1002 (RDU-AIRPORT ROAD), PROCEED SW EZ0942'ALONG SR 1002 FOR 0.7 MILES TO STATION ON RIGHT APPROXIMATELY 125 EZ0942'FEET NW OF SR 1002 AND ACROSS SR 1646 IN SE CORNER OF W. D. KING EZ0942'PROPERTY, 0.7 MILES SOUTH OF INTERSECTION OF US 70 AND SR 1646, AND EZ0942'ABOUT 1.6 MILES NE OF THE AIRPORT TERMINAL. EZ0942' EZ0942'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED KING 2 EZ0942'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EZ0942'FLUSH WITH THE SURFACE OF THE GROUND. EZ0942' EZ0942'MARK IS EZ0942'33.3 FEET NW OF C/L OF SR 1646. EZ0942'109.6 FEET SSW OF S END OF CONCRETE CULVERT UNDER GRAVEL DRIVEWAY EZ0942'TO A MOBILE HOME. EZ0942'87.6 FEET SSE OF A 12 INCH PECAN W/ALUMINUM REF. TAG. EZ0942'125.5 FEET SE OF A 14 INCH MAPLE W/ALUMINUM REF. TAG. EZ0942 EZ0942 STATION RECOVERY (1973) EZ0942 EZ0942'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0942'5.7 MI NNE FROM MORRISVILLE. EZ0942'KING 2 IS LOCATED APPROXIMATELY 11.0 MILES NW OF CAPITOL SQUARE EZ0942'IN RALEIGH. TO REACH STATION FROM INTERSECTION OF U.S. 70 EZ0942'AND SR 1002 (RDU - AIRPORT ROAD), PROCEED SW ALONG SR 1002 FOR EZ0942'0.7 MILES TO STATION ON RIGHT APPROXIMATELY 125 FT NW OF SR 1002 EZ0942'AND ACROSS SR 1646 IN SE CORNER OF W.D. KING PROPERTY, 0.7 MILES EZ0942'SOUTH OF INTERSECTION OF U.S. 70 AND SR 1646, AND ABOUT 1.6 MILES EZ0942'NE OF THE AIRPORT TERMINAL, 33.3 FT NW OF C/L OF SR 1646, 109.6 EZ0942'FT SSW OF S END OF CONCRETE CULVERT UNDER GRAVEL DRIVEWAY TO EZ0942'A MOBILE HOME, 87.6 FT SSE OF A 12 IN PECAN W/ALUMINUM REF. TAG, EZ0942'AND 125.5 FT SE OF A 14 IN MAPLE W/ALUMINUM REF. TAG. DISK IS EZ0942'SET IN CONCRETE CYLINDER FLUSH WITH THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AI7141 *********************************************************************** AI7141 DESIGNATION - KIT AI7141 PID - AI7141 AI7141 STATE/COUNTY- NC/WAKE AI7141 USGS QUAD - GREEN LEVEL (1993) AI7141 AI7141 *CURRENT SURVEY CONTROL AI7141 ___________________________________________________________________ AI7141* NAD 83(1986)- 35 51 31.37070(N) 078 53 39.79272(W) ADJUSTED AI7141* NAVD 88 - 81.011 (meters) 265.78 (feet) ADJUSTED AI7141 ___________________________________________________________________ AI7141 LAPLACE CORR- -5.75 (seconds) DEFLEC99 AI7141 GEOID HEIGHT- -31.71 (meters) GEOID03 AI7141 DYNAMIC HT - 80.944 (meters) 265.56 (feet) COMP AI7141 MODELED GRAV- 979,799.4 (mgal) NAVD 88 AI7141 AI7141 HORZ ORDER - SECOND AI7141 VERT ORDER - SECOND CLASS II AI7141 AI7141.The North Carolina HARNS have been completed but, AI7141.due to contractual restrictions, coordinates for these stations AI7141.will NOT be published in the near future. In the interim, the AI7141.published coordinates in North Carolina will not be AI7141.consistent with the Continuously Operating Reference Stations AI7141.(CORS). The HARN coordinates for these stations are available AI7141.upon request. Contact Gary Thompson(919-733-3836). AI7141. AI7141.In addition, the published North Carolina positions AI7141.(NAD 83 (1986)) are NOT consistent with those determined in AI7141.adjacent state readjustments. The discontinuity between stations AI7141.located in North Carolina and those in adjacent states AI7141.which have been adjusted to the HARN may be as much as 5 AI7141.decimeters. This will result in a significant loss of accuracy AI7141.over lines crossing such state borders. AI7141 AI7141 AI7141.The horizontal coordinates were established by classical geodetic methods AI7141.and adjusted by the National Geodetic Survey in August 2000. AI7141 AI7141.The orthometric height was determined by differential leveling AI7141.and adjusted by the National Geodetic Survey in December 2000. AI7141 AI7141.The Laplace correction was computed from DEFLEC99 derived deflections. AI7141 AI7141.The geoid height was determined by GEOID03. AI7141 AI7141.The dynamic height is computed by dividing the NAVD 88 AI7141.geopotential number by the normal gravity value computed on the AI7141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AI7141.degrees latitude (g = 980.6199 gals.). AI7141 AI7141.The modeled gravity was interpolated from observed gravity values. AI7141 AI7141; North East Units Scale Factor Converg. AI7141;SPC NC - 233,929.927 619,139.963 MT 0.99992859 +0 03 39.4 AI7141;SPC NC - 767,485.10 2,031,295.03 sFT 0.99992859 +0 03 39.4 AI7141;UTM 17 - 3,970,324.980 690,125.373 MT 1.00004544 +1 14 01.7 AI7141 AI7141! - Elev Factor x Scale Factor = Combined Factor AI7141!SPC NC - 0.99999226 x 0.99992859 = 0.99992085 AI7141!UTM 17 - 0.99999226 x 1.00004544 = 1.00003770 AI7141 AI7141 SUPERSEDED SURVEY CONTROL AI7141 AI7141 NAVD 88 (08/15/00) 81.01 (m) 265.8 (f) LEVELING 3 AI7141 AI7141.Superseded values are not recommended for survey control. AI7141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AI7141.See file dsdata.txt to determine how the superseded data were derived. AI7141 AI7141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9012570325(NAD 83) AI7141_MARKER: DH = HORIZONTAL CONTROL DISK AI7141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI7141_STAMPING: KIT 1996 RTP-9 AI7141_MARK LOGO: NCGS AI7141_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AI7141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI7141+STABILITY: SURFACE MOTION AI7141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI7141+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1996 AI7141 AI7141 HISTORY - Date Condition Report By AI7141 HISTORY - 1996 MONUMENTED NCGS AI7141 HISTORY - 19960319 GOOD NCGS AI7141 AI7141 STATION DESCRIPTION AI7141 AI7141'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG) AI7141'STATION IS LOCATED ABOUT 4.7 MI (7.6 KM) WEST-NORTHWEST OF MORRISVILLE AI7141'AND 0.9 MI (1.4 KM) SOUTH OF GLENLEE. AI7141'ALONG NC 55 FOR 3.35 MI (5.39 KM) SOUTH FROM I-40 TO A GAS PIPELINE AI7141'CROSSING, IN SHOULDER, IN FRONT OF HOUSE NO. 5329, OR 1.8 MI (2.9 KM) AI7141'NORTH OF SR 1630. AI7141'MARK IS ABOUT LEVEL WITH NC 55 AND IS RECESSED 2-INCHES BELOW GROUND. AI7141'LOCATED 18.0 FT (5.5 M) WEST-NORTHWEST OF THE CENTERLINE OF NC 55, AI7141'63.0 FT (19.2 M) SOUTH-SOUTHWEST OF THE CENTER OF A DIRT DRIVE, 89.4 AI7141'FT (27.2 M) NORTH-NORTHEAST OF THE NORTH END OF A HEADWALL ON THE WEST AI7141'SIDE OF NC 55, 43.4 FT (13.2 M) EAST OF A GAS PIPELINE WARNING POST AI7141'AND 78.3 FT (23.9 M) SOUTHEAST OF A POWER POLE WITH A REFERENCE TAG. AI7141'STATION WAS DESTROYED BY UNDERGROUND UTILITY INSTALLATION OCTOBER AI7141'1996. A REPLACEMENT STATION KITTY WAS SET BY NCGS AT THIS TIME. AI7141 AI7141 STATION RECOVERY (1996) AI7141 AI7141'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG) AI7141'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6563 *********************************************************************** EZ6563 DESIGNATION - KIX EZ6563 PID - EZ6563 EZ6563 STATE/COUNTY- NC/WAKE EZ6563 USGS QUAD - RALEIGH WEST (1988) EZ6563 EZ6563 *CURRENT SURVEY CONTROL EZ6563 ___________________________________________________________________ EZ6563* NAD 83(1986)- 35 47 22.68347(N) 078 44 51.73078(W) ADJUSTED EZ6563* NAVD 88 - 147.3 (meters) 483. (feet) VERTCON EZ6563 ___________________________________________________________________ EZ6563 LAPLACE CORR- -7.15 (seconds) DEFLEC99 EZ6563 GEOID HEIGHT- -32.42 (meters) GEOID03 EZ6563 EZ6563 HORZ ORDER - SECOND EZ6563 EZ6563.The North Carolina HARNS have been completed but, EZ6563.due to contractual restrictions, coordinates for these stations EZ6563.will NOT be published in the near future. In the interim, the EZ6563.published coordinates in North Carolina will not be EZ6563.consistent with the Continuously Operating Reference Stations EZ6563.(CORS). The HARN coordinates for these stations are available EZ6563.upon request. Contact Gary Thompson(919-733-3836). EZ6563. EZ6563.In addition, the published North Carolina positions EZ6563.(NAD 83 (1986)) are NOT consistent with those determined in EZ6563.adjacent state readjustments. The discontinuity between stations EZ6563.located in North Carolina and those in adjacent states EZ6563.which have been adjusted to the HARN may be as much as 5 EZ6563.decimeters. This will result in a significant loss of accuracy EZ6563.over lines crossing such state borders. EZ6563 EZ6563 EZ6563.The horizontal coordinates were established by classical geodetic methods EZ6563.and adjusted by the National Geodetic Survey in December 1992. EZ6563 EZ6563.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6563 EZ6563.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6563 EZ6563.The geoid height was determined by GEOID03. EZ6563 EZ6563; North East Units Scale Factor Converg. EZ6563;SPC NC - 226,289.630 632,407.582 MT 0.99991655 +0 08 44.2 EZ6563;SPC NC - 742,418.56 2,074,823.88 sFT 0.99991655 +0 08 44.2 EZ6563;UTM 17 - 3,962,956.617 703,548.631 MT 1.00011057 +1 19 03.4 EZ6563 EZ6563! - Elev Factor x Scale Factor = Combined Factor EZ6563!SPC NC - 0.99998196 x 0.99991655 = 0.99989851 EZ6563!UTM 17 - 0.99998196 x 1.00011057 = 1.00009253 EZ6563 EZ6563: Primary Azimuth Mark Grid Az EZ6563:SPC NC - CARY RADIO WPTF TALLEST MAST 288 43 56.2 EZ6563:UTM 17 - CARY RADIO WPTF TALLEST MAST 287 33 37.0 EZ6563 EZ6563|---------------------------------------------------------------------| EZ6563| PID Reference Object Distance Geod. Az | EZ6563| dddmmss.s | EZ6563| EZ5417 CARY RADIO WPTF TALLEST MAST APPROX. 1.2 KM 2885240.4 | EZ6563|---------------------------------------------------------------------| EZ6563 EZ6563 SUPERSEDED SURVEY CONTROL EZ6563 EZ6563 NGVD 29 (12/28/92) 147.6 (m) 484. (f) VERT ANG EZ6563 EZ6563.Superseded values are not recommended for survey control. EZ6563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6563.See file dsdata.txt to determine how the superseded data were derived. EZ6563 EZ6563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0354962957(NAD 83) EZ6563_MARKER: DH = HORIZONTAL CONTROL DISK EZ6563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6563_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6563_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6563+STABILITY: SURFACE MOTION EZ6563 EZ6563 HISTORY - Date Condition Report By EZ6563 HISTORY - 1984 MONUMENTED NCGS EZ6563 EZ6563 STATION DESCRIPTION EZ6563 EZ6563'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6563'THE STATION IS LOCATED ABOUT 3.1 KM (1.9 MI) EAST OF CARY AND 9.5 KM EZ6563'(5.9 MI) WEST OF RALEIGH. EZ6563' EZ6563'AT THE SEABOARD COAST LINE RAILROAD OVERPASS OF I 40, AT THE EZ6563'SOUTHWEST CORNER OF THE BRIDGE, BETWEEN THE RAILROAD AND EZ6563'HILLSBOROUGH ROAD (SR 1011). EZ6563' EZ6563'THE STATION IS A STANDARD NCGS DISK STAMPED---KIX 1984---, MENT EZ6563'25 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EZ6563'3.2 METERS (10.5 FT) SOUTH-SOUTHEAST OF THE SOUTH RAIL OF TRACKS, EZ6563'1.6 METERS (5.5 FT) WEST OF THE END OF THE CONCRETE BRIDGE RAIL, EZ6563'17.8 METERS (58.3 FT) NORTH-NORTHWEST OF THE CENTERLINE OF SR 1011, EZ6563'13.2 METERS (43.1 FT) SOUTH OF A POWER POLE WITH A REFERENCE TAG, EZ6563'AND 28.1 METERS (92.0 FT) NORTHEAST OF A CARY CITY LIMITS SIGN POST. EZ6563' EZ6563'MARK IS 2 FT BELOW TRACK LEVEL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6564 *********************************************************************** EZ6564 DESIGNATION - KMART EZ6564 PID - EZ6564 EZ6564 STATE/COUNTY- NC/WAKE EZ6564 USGS QUAD - RALEIGH EAST (1993) EZ6564 EZ6564 *CURRENT SURVEY CONTROL EZ6564 ___________________________________________________________________ EZ6564* NAD 83(1986)- 35 52 07.12988(N) 078 34 55.31342(W) ADJUSTED EZ6564* NAVD 88 - 95.744 (meters) 314.12 (feet) ADJUSTED EZ6564 ___________________________________________________________________ EZ6564 LAPLACE CORR- -7.83 (seconds) DEFLEC99 EZ6564 GEOID HEIGHT- -32.93 (meters) GEOID03 EZ6564 DYNAMIC HT - 95.662 (meters) 313.85 (feet) COMP EZ6564 MODELED GRAV- 979,774.8 (mgal) NAVD 88 EZ6564 EZ6564 HORZ ORDER - SECOND EZ6564 VERT ORDER - SECOND CLASS II EZ6564 EZ6564.The North Carolina HARNS have been completed but, EZ6564.due to contractual restrictions, coordinates for these stations EZ6564.will NOT be published in the near future. In the interim, the EZ6564.published coordinates in North Carolina will not be EZ6564.consistent with the Continuously Operating Reference Stations EZ6564.(CORS). The HARN coordinates for these stations are available EZ6564.upon request. Contact Gary Thompson(919-733-3836). EZ6564. EZ6564.In addition, the published North Carolina positions EZ6564.(NAD 83 (1986)) are NOT consistent with those determined in EZ6564.adjacent state readjustments. The discontinuity between stations EZ6564.located in North Carolina and those in adjacent states EZ6564.which have been adjusted to the HARN may be as much as 5 EZ6564.decimeters. This will result in a significant loss of accuracy EZ6564.over lines crossing such state borders. EZ6564 EZ6564 EZ6564.The horizontal coordinates were established by classical geodetic methods EZ6564.and adjusted by the National Geodetic Survey in December 1992. EZ6564 EZ6564.The orthometric height was determined by differential leveling EZ6564.and adjusted by the National Geodetic Survey in September 1998. EZ6564 EZ6564.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6564 EZ6564.The geoid height was determined by GEOID03. EZ6564 EZ6564.The dynamic height is computed by dividing the NAVD 88 EZ6564.geopotential number by the normal gravity value computed on the EZ6564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6564.degrees latitude (g = 980.6199 gals.). EZ6564 EZ6564.The modeled gravity was interpolated from observed gravity values. EZ6564 EZ6564; North East Units Scale Factor Converg. EZ6564;SPC NC - 235,106.380 647,346.459 MT 0.99993044 +0 14 28.5 EZ6564;SPC NC - 771,344.85 2,123,835.84 sFT 0.99993044 +0 14 28.5 EZ6564;UTM 17 - 3,972,079.650 718,307.048 MT 1.00018729 +1 25 02.3 EZ6564 EZ6564! - Elev Factor x Scale Factor = Combined Factor EZ6564!SPC NC - 0.99999014 x 0.99993044 = 0.99992058 EZ6564!UTM 17 - 0.99999014 x 1.00018729 = 1.00017743 EZ6564 EZ6564|---------------------------------------------------------------------| EZ6564| PID Reference Object Distance Geod. Az | EZ6564| dddmmss.s | EZ6564| AE7470 RALEIGH CBL 000 315.145 METERS 02202 | EZ6564| EZ1925 Y 217 317.361 METERS 02326 | EZ6564|---------------------------------------------------------------------| EZ6564 EZ6564 SUPERSEDED SURVEY CONTROL EZ6564 EZ6564 NGVD 29 (12/28/92) 96.02 (m) 315.0 (f) LEVELING 3 EZ6564 EZ6564.Superseded values are not recommended for survey control. EZ6564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6564.See file dsdata.txt to determine how the superseded data were derived. EZ6564 EZ6564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1830772080(NAD 83) EZ6564_MARKER: DH = HORIZONTAL CONTROL DISK EZ6564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6564_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6564_STAMPING: KMART 1984 EZ6564_MARK LOGO: NCGS EZ6564_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6564+STABILITY: SURFACE MOTION EZ6564 EZ6564 HISTORY - Date Condition Report By EZ6564 HISTORY - 1984 MONUMENTED NCGS EZ6564 HISTORY - 19870101 GOOD NCGS EZ6564 HISTORY - 19871001 GOOD NCGS EZ6564 EZ6564 STATION DESCRIPTION EZ6564 EZ6564'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6564'THE STATION IS LOCATED ABOUT 10.9 KM (6.8 MI) NORTH-NORTHEAST OF EZ6564'RALEIGH AND 14.2 KM (8.8 MI) SOUTH-SOUTHEAST OF WAKE FOREST. EZ6564' EZ6564'ALONG US 1 FOR 0.25 KM (0.15 MI) SOUTHWEST FROM THE INTERSECTION WITH EZ6564'OLD WAKE FOREST ROAD AND ACROSS US 1 FROM THE KMART SHOPPING CENTER. EZ6564' EZ6564'THE STATION IS A STANDARD NCGS DISK STAMPED---KMART 1984---, EZ6564'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6564'25 CM IN DIAMETER RECESSED 5 CM BELOW GROUND. LOCATED EZ6564'24.2 METERS (79.4 FT) NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND EZ6564'LANES, EZ6564'12.7 METERS (41.6 FT) WEST-NORTHWEST OF A METAL DRAIN IN A EZ6564'SPILLWAY--AND EZ6564'13.7 METERS (45.0 FT) SOUTH-SOUTHEAST OF A POWER POLE, EZ6564'17.8 METERS (58.3 FT) NORTHEAST OF A TELEPHONE CABLE POST--BOTH WITH EZ6564'REFERENCE TAGS. EZ6564' EZ6564'REFERENCE POINT NO. 1 IS A STANDARD NCGS DISK (WITHIN EDM BASELINE) EZ6564'STAMPED---RALEIGH 000---, SET INTO THE TOP OF A ROUND CONCRETE EZ6564'MONUMENT 30 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EZ6564'0.3 KM (0.2 MI) NORTHWEST OF THE STATION, EZ6564'32.0 METERS (105.0 FT) NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND EZ6564'LANES, 35.0 METERS (115.0 FT) SOUTHEAST OF THE CENTERLINE OF A EZ6564'FRONTAGE ROAD, 8.4 METERS (27.6 FT) WEST-NORTHWEST OF THE CENTER EZ6564'POST OF A BRACE SECTION AT THE CORNER OF A FENCE, AND EZ6564'43.4 METERS (142.6 FT) SOUTHWEST OF A POWER POLE WITH A REFERENCE EZ6564'TAG. EZ6564' EZ6564'REFERENCE POINT NO. 2 IS A NGS FLANGED ROD BENCH MARK EZ6564'STAMPED---Y 217 1980---, SET ONTO A STAINLESS STEEL ROD ENCASED IN A EZ6564'PIPE AND BELOW AN ACCESS COVER. LOCATED EZ6564'0.32 KM (0.2 MI) NORTHWEST OF THE STATION, EZ6564'0.3 METERS (1.1 FT) NORTHWEST OF A FENCE CORNER IN THE NORTHWEST EZ6564'QUADRANT OF THE INTERSECTION OF US 1 AND OLD WAKE FOREST ROAD, EZ6564'0.2 METERS (0.6 FT) SOUTHWEST OF A WITNESS POST, EZ6564'41.0 METERS (134.6 FT) SOUTHEAST OF THE CENTERLINE OF A FRONTAGE EZ6564'ROAD, AND 39.9 METERS (131.0 FT) SOUTH OF A POWER POLE WITH A EZ6564'REFERENCE TAG. EZ6564' EZ6564'MARK IS 3 FT BELOW HIGHWAY. EZ6564 EZ6564 STATION RECOVERY (1987) EZ6564 EZ6564'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ6564'RECOVERED AS DESCRIBED. EZ6564 EZ6564 STATION RECOVERY (1987) EZ6564 EZ6564'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ6564'RECOVERED AS DESCRIBED. MARK IS NOW FLUSH WITH GROUND SURFACE, ONE EZ6564'POWER POLE IS GONE. LOCATED 17.5 M (57.4 FT) EAST-SOUTHEAST OF THE EZ6564'SOUTHEAST CURB OF THE PARKING LOT AT LOWES. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4441 *********************************************************************** EZ4441 DESIGNATION - KNIGHT EZ4441 PID - EZ4441 EZ4441 STATE/COUNTY- NC/WAKE EZ4441 USGS QUAD - KNIGHTDALE (1993) EZ4441 EZ4441 *CURRENT SURVEY CONTROL EZ4441 ___________________________________________________________________ EZ4441* NAD 83(1986)- 35 48 18.29542(N) 078 28 23.07642(W) ADJUSTED EZ4441* NAVD 88 - 110.24 (+/-2cm) 361.7 (feet) VERTCON EZ4441 ___________________________________________________________________ EZ4441 LAPLACE CORR- -6.39 (seconds) DEFLEC99 EZ4441 GEOID HEIGHT- -33.58 (meters) GEOID03 EZ4441 EZ4441 HORZ ORDER - FIRST EZ4441 VERT ORDER - THIRD ? (See Below) EZ4441 EZ4441.The North Carolina HARNS have been completed but, EZ4441.due to contractual restrictions, coordinates for these stations EZ4441.will NOT be published in the near future. In the interim, the EZ4441.published coordinates in North Carolina will not be EZ4441.consistent with the Continuously Operating Reference Stations EZ4441.(CORS). The HARN coordinates for these stations are available EZ4441.upon request. Contact Gary Thompson(919-733-3836). EZ4441. EZ4441.In addition, the published North Carolina positions EZ4441.(NAD 83 (1986)) are NOT consistent with those determined in EZ4441.adjacent state readjustments. The discontinuity between stations EZ4441.located in North Carolina and those in adjacent states EZ4441.which have been adjusted to the HARN may be as much as 5 EZ4441.decimeters. This will result in a significant loss of accuracy EZ4441.over lines crossing such state borders. EZ4441 EZ4441 EZ4441.The horizontal coordinates were established by classical geodetic methods EZ4441.and adjusted by the National Geodetic Survey in July 1986. EZ4441 EZ4441.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4441.The vertical order pertains to the NGVD 29 superseded value. EZ4441 EZ4441.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4441 EZ4441.The geoid height was determined by GEOID03. EZ4441 EZ4441; North East Units Scale Factor Converg. EZ4441;SPC NC - 228,100.906 657,223.121 MT 0.99991912 +0 18 14.8 EZ4441;SPC NC - 748,361.06 2,156,239.52 sFT 0.99991912 +0 18 14.8 EZ4441;UTM 17 - 3,965,276.294 728,328.251 MT 1.00024246 +1 28 44.3 EZ4441 EZ4441! - Elev Factor x Scale Factor = Combined Factor EZ4441!SPC NC - 0.99998797 x 0.99991912 = 0.99990709 EZ4441!UTM 17 - 0.99998797 x 1.00024246 = 1.00023042 EZ4441 EZ4441: Primary Azimuth Mark Grid Az EZ4441:SPC NC - WENDELL MUN TANK 104 21 24.0 EZ4441:UTM 17 - WENDELL MUN TANK 103 10 54.5 EZ4441 EZ4441|---------------------------------------------------------------------| EZ4441| PID Reference Object Distance Geod. Az | EZ4441| dddmmss.s | EZ4441| EZ4413 WENDELL MUN TANK APPROX. 9.7 KM 1043938.8 | EZ4441| EZ4339 CLAYTON W MUN TANK APPROX.16.9 KM 1763034.9 | EZ4441| EZ6263 KNIGHT RM 5 28.048 METERS 19715 | EZ4441| EZ6260 KNIGHT RM 1 39.405 METERS 22717 | EZ4441| EZ5139 RALEIGH CAROLINA HOTEL REV BCN APPROX.15.7 KM 2591405.9 | EZ4441| EZ5147 RALEIGH MEREDITH COLL TANK APPROX.19.4 KM 2683542.5 | EZ4441| EZ4442 KNIGHT RM 2 AZIMUTH 447.639 METERS 2741203.5 | EZ4441| EZ6261 KNIGHT RM 3 32.858 METERS 35244 | EZ4441| EZ6262 KNIGHT RM 4 20.780 METERS 35557 | EZ4441|---------------------------------------------------------------------| EZ4441 EZ4441 SUPERSEDED SURVEY CONTROL EZ4441 EZ4441 NAD 27 - 35 48 17.75490(N) 078 28 24.06540(W) AD( ) 1 EZ4441 NGVD 29 (03/10/98) 110.52 (m) 362.6 (f) LEVELING 3 EZ4441 EZ4441.Superseded values are not recommended for survey control. EZ4441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4441.See file dsdata.txt to determine how the superseded data were derived. EZ4441 EZ4441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2832865276(NAD 83) EZ4441_MARKER: DS = TRIANGULATION STATION DISK EZ4441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4441_STAMPING: KNIGHT 1933 EZ4441_MARK LOGO: CGS EZ4441_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ4441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4441+STABILITY: SURFACE MOTION EZ4441_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ4441+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2005 EZ4441 EZ4441 HISTORY - Date Condition Report By EZ4441 HISTORY - 1933 MONUMENTED CGS EZ4441 HISTORY - 1980 GOOD NGS EZ4441 HISTORY - 19931103 GOOD NCGS EZ4441 HISTORY - 19950321 GOOD GEOMET EZ4441 HISTORY - 20050418 GOOD USPSQD EZ4441 EZ4441 STATION DESCRIPTION EZ4441 EZ4441'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH) EZ4441'ABOUT 9-1/4 MILES A LITTLE NORTH OF EAST OF CENTER OF RALEIGH, EZ4441'10-1/4 MILES NORTH OF CLAYTON, AND 6 MILES A LITTLE NORTH OF EZ4441'WEST OF WENDELL, ON PROPERTY OF S. D. GRIFFIN. TO REACH FROM EZ4441'CAPITOL SQUARE IN RALEIGH, GO EAST 10.0 MILES ON ROUTE 90, CROSS EZ4441'NEUSE RIVER AT 6.3 MILES, PASS COOPER ATLANTIC GAS STATION ON EZ4441'LEFT SIDE OF HIGHWAY AT 9.3 MILES, AND TURN LEFT AT DIRT EZ4441'CROSSROADS WITH ARROW SIGNS KNIGHTDALE 1 MILE AND STATE ROUTE EZ4441'59, 7 MILES. PROCEED NORTH 0.4 MILE ON THIS ROAD TO STATION EZ4441'SITE AT POINT WHERE MAIN ROAD TURNS TO LEFT. STATION IS 34 FEET EZ4441'SOUTH OF TWIN OAK, 70 FEET SOUTH OF CENTER LINE OF ROAD AT EZ4441'FORK, AND 44.5 FEET SOUTH OF BLAZED PINE TREE. SURFACE AND EZ4441'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN EZ4441'CONCRETE, NOTES 1A AND 7A. REFERENCE MARKS ARE STANDARD EZ4441'REFERENCE DISKS IN CONCRETE, NOTE 11A. NO. 1 IS 75 FEET WEST EZ4441'OF CENTER LINE OF ROAD AT LEFT TURN IN ROAD, 17 FEET NORTH OF EZ4441'CENTER LINE OF ROAD, 129.28 FEET FROM STATION S 47 DEG EZ4441'17 MIN W. NO. 2 IS 7 METERS (23 FEET) SOUTH OF CENTER LINE EZ4441'OF DIRT ROAD LEADING WEST FROM STATION, ABOUT 50 METERS EZ4441'(164 FEET) EAST OF NEGRO HOUSE ON SOUTH SIDE OF ROAD, 30 EZ4441'METERS (98 FEET) NORTHWEST OF TOBACCO SHED, AND EZ4441'APPROXIMATELY 0.25 MILE FROM STATION N 85 DEG EZ4441'48 MIN W. NO.3 IS 19 FEET SOUTH OF CENTER LINE OF DIRT EZ4441'ROAD, 9 FEET EAST OF 18-INCH OAK TREE ON SOUTH SIDE OF ROAD, EZ4441'AND 107.80 FEET FROM STATION N 07 DEG 16 MIN W. EZ4441'BEARINGS FROM STATION TO CLAYTON MUNICIPAL WATER TANK IS S 03 DEG EZ4441'30 MIN E. EZ4441 EZ4441 STATION RECOVERY (1980) EZ4441 EZ4441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN) EZ4441'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD EZ4441'CONDITION. REFERENCE MARK 3 WAS FOUND LEANING TO THE WEST WITH ABOUT EZ4441'2-1/2 FEET OF THE MARK EXPOSED. REFERENCE MARK 3 WAS REMOVED AT EZ4441'PROPERTY OWNER REQUEST. REFERENCE MARK 1 WAS DESTROYED BY ROAD EZ4441'INPROVEMENTS. REFERENCE MARKS 4 AND 5 WERE ESTABLISHED. THE EZ4441'PROPERTY AT THE STATION IS OWNED BY MR SAM WATSON WHO LIVES IN TOWN EZ4441'OF KNIGHTDALE. THE PROPERTY AT REFERENCE MARK 2 IS OWNED BY EZ4441'MR. B.D. ARNOLD WHO LIVES AT THE SITE, JUST WEST OF MARK. EZ4441' EZ4441'A NEW DESCRIPTION FOLLOWS-- EZ4441' EZ4441'THE STATION IS ABOUT 9-1/2 MILES EAST OF RALEIGH, 6 MILES EZ4441'WEST-NORTHWEST OF WENDELL 1-1/4 MILE NORTHEAST OT KNIGHTDALE IN EZ4441'THE FRONT LAWN OF SHAKE SIDE HOUSE. EZ4441' EZ4441'TO REACH THE STATION FROM THE KNIGHTDALE POST OFFICE, GO NORTHERLY EZ4441'ON SMITHFIELD ROAD, CROSSING RAILROAD TRACKS FOR 0.05 MILE TO EZ4441'JUNCTION WITH SR 2049, FIRST ST., TURN RIGHT AND GO NORTHEASTERLY EZ4441'ON SR 2049 FOR 0.95 MILE TO THE JUNCTION WITH U.S. HIGHWAY 64 EAST, EZ4441'CONTINUE NORTHEASTERLY ON SR 2049 FOR 0.4 MILE TO A POINT WHERE SR EZ4441'2049 TURNS TO THE LEFT, SR 2232 BEGINS, LEADING NORTHEASTERLY AND EZ4441'THE STATION ON THE RIGHT. EZ4441' EZ4441'THE STATION MARK IS A STANDARD DISK STAMPED---KNIGHT 1933---SET IN EZ4441'THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS INCH. IT IS EZ4441'103.2 FEET NORTHEAST OF AN UNDERGROUND TELEPHONE LINE, JUNCTION BOX EZ4441'NUMBER P 6, 101 FEET NORTHEAST OF A UTILITY POLE WITH A TRANSFORMER, EZ4441'95.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SHAKE SIDE HOUSE, EZ4441'6.3 FEET EAST OF THE CENTERLINE OF SR 2049 AT THE EXTENDED CENTERLINE EZ4441'OF SR 2049 LEADING TO THE WEST, 26.7 FEET NORTH WEST OF THE EZ4441'NORTHWEST CORNER OF ANOTHER SHAKE-SIDE HOUSE ALSO OWNED BY EZ4441'MR. WATSON. THE UNDERGROUND MARK WAS NOT INSPECTED. EZ4441' EZ4441'REFERENCE MARK 4 IS A STANDARD DISK STAMPED---KNIGHT 1933 NO 4 EZ4441'1980---SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST FLUSH WITH EZ4441'THE LAWN. IT IS 85.8 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER EZ4441'OF A HOUSE, 69.4 FEET SOUTH OF THE SOUTH END OF A PIPE CULVERT, 50.3 EZ4441'FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A SECOND HOUSE 36.3 EZ4441'FEET WEST OF THE CENTERLINE OF SR 2232 AND ABOUT THE SAME ELEVATION EZ4441'AS THE STATION MARK. EZ4441' EZ4441'REFERENCE MARK 5 IS A STANDARD DISK STAMPED---KNIGHT 1933 NO 5 EZ4441'1980---SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT EZ4441'IS FLUSH WITH THE GROUND. IT IS 55.9 FEET SOUTHWEST OF THE SOUTHWEST EZ4441'CORNER OF A HOUSE, 45.9 FEET EAST OF THE CENTERLINE OF SR 2049, 20 EZ4441'FEET SOUTHEAST OF A 28-INCH OAK TREE, 13 FEET NORTHEAST OF CENTER EZ4441'TELEPHONE JUNCTION BOX NUMBERED P-6, 12.5 FEET EAST-NORTHEAST OF A EZ4441'UTILITY POLE WITH AN ALUMINUM REFERENCE TAG. EZ4441' EZ4441'REFERENCE MARK 2 IS A STANDARD DISK STAMPED---KNIGHT 1933---SET EZ4441'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 5 EZ4441'INCHES ABOVE THE GROUND. IT IS 182 FEET SOUTHEAST OF THE APPROXIMATE EZ4441'CENTER OF A DRIVEWAY LEADING TO THE HOME OF MR. B.D. ARNOLDS HOME, EZ4441'98.5 FEET EAST OF A POWERLINE POLE WITH AN ALUMINUM REFERENCE TAB, 89 EZ4441'FEET WEST OF THE WEST END OF A CONCRETE PIPE CULVERT NEAR A TABACO EZ4441'SHED, 36.5 SOUTH-SOUTHWEST OF THE CENTERLINE OF SR 2049 AT A CURVE IN EZ4441'ROAD AND 1.5 FEET EAST OF A METAL WITNESS POST IN A CULTIVATED FIELD. EZ4441' EZ4441'*TO REACH REFERENCE MARK 2 FROM THE STATION, GO WEST ON SR 2049 FOR EZ4441'0.25 MILE TO THE MARK ON THE LEFT. EZ4441' EZ4441'NO MEASUREMENT BETWEEN REFERENCE MARKS DUE TO OBSTRUCTIONS. EZ4441 EZ4441 STATION RECOVERY (1993) EZ4441 EZ4441'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB) EZ4441'RECOVERED AS DESCRIBED. MARK IS LOCATED 55.0 FT (16.8 M) EZ4441'EAST-SOUTHEAST OF THE CENTERLINE OF OLD KNIGHT ROAD (SR 2232). EZ4441 EZ4441 STATION RECOVERY (1995) EZ4441 EZ4441'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1995 (DW) EZ4441'STATION IS WOODED, UNSUITABLE FOR GPS. EZ4441 EZ4441 STATION RECOVERY (2005) EZ4441 EZ4441'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ4441'N 35 48.305 EZ4441'W 078 28.382 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1104 *********************************************************************** EZ1104 DESIGNATION - KNIGHTS EZ1104 PID - EZ1104 EZ1104 STATE/COUNTY- NC/WAKE EZ1104 USGS QUAD - CARY (1993) EZ1104 EZ1104 *CURRENT SURVEY CONTROL EZ1104 ___________________________________________________________________ EZ1104* NAD 83(1986)- 35 51 48.29466(N) 078 48 34.36141(W) ADJUSTED EZ1104* NAVD 88 - 92.527 (meters) 303.57 (feet) ADJUSTED EZ1104 ___________________________________________________________________ EZ1104 LAPLACE CORR- -6.03 (seconds) DEFLEC99 EZ1104 GEOID HEIGHT- -32.01 (meters) GEOID03 EZ1104 DYNAMIC HT - 92.450 (meters) 303.31 (feet) COMP EZ1104 MODELED GRAV- 979,793.5 (mgal) NAVD 88 EZ1104 EZ1104 HORZ ORDER - SECOND EZ1104 VERT ORDER - SECOND CLASS II EZ1104 EZ1104.The North Carolina HARNS have been completed but, EZ1104.due to contractual restrictions, coordinates for these stations EZ1104.will NOT be published in the near future. In the interim, the EZ1104.published coordinates in North Carolina will not be EZ1104.consistent with the Continuously Operating Reference Stations EZ1104.(CORS). The HARN coordinates for these stations are available EZ1104.upon request. Contact Gary Thompson(919-733-3836). EZ1104. EZ1104.In addition, the published North Carolina positions EZ1104.(NAD 83 (1986)) are NOT consistent with those determined in EZ1104.adjacent state readjustments. The discontinuity between stations EZ1104.located in North Carolina and those in adjacent states EZ1104.which have been adjusted to the HARN may be as much as 5 EZ1104.decimeters. This will result in a significant loss of accuracy EZ1104.over lines crossing such state borders. EZ1104 EZ1104 EZ1104.The horizontal coordinates were established by classical geodetic methods EZ1104.and adjusted by the National Geodetic Survey in July 1986. EZ1104 EZ1104.The orthometric height was determined by differential leveling EZ1104.and adjusted by the National Geodetic Survey in June 1991. EZ1104 EZ1104.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1104 EZ1104.The geoid height was determined by GEOID03. EZ1104 EZ1104.The dynamic height is computed by dividing the NAVD 88 EZ1104.geopotential number by the normal gravity value computed on the EZ1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1104.degrees latitude (g = 980.6199 gals.). EZ1104 EZ1104.The modeled gravity was interpolated from observed gravity values. EZ1104 EZ1104; North East Units Scale Factor Converg. EZ1104;SPC NC - 234,462.934 626,801.698 MT 0.99992946 +0 06 35.7 EZ1104;SPC NC - 769,233.81 2,056,431.90 sFT 0.99992946 +0 06 35.7 EZ1104;UTM 17 - 3,971,014.855 697,775.617 MT 1.00008201 +1 17 01.3 EZ1104 EZ1104! - Elev Factor x Scale Factor = Combined Factor EZ1104!SPC NC - 0.99999050 x 0.99992946 = 0.99991996 EZ1104!UTM 17 - 0.99999050 x 1.00008201 = 1.00007251 EZ1104 EZ1104: Primary Azimuth Mark Grid Az EZ1104:SPC NC - RANSDELL 089 27 52.4 EZ1104:UTM 17 - RANSDELL 088 17 26.8 EZ1104 EZ1104|---------------------------------------------------------------------| EZ1104| PID Reference Object Distance Geod. Az | EZ1104| dddmmss.s | EZ1104| EZ5448 RANSDELL APPROX. 0.5 KM 0893428.1 | EZ1104| EZ1103 REBECCA 264.129 METERS 24918 | EZ1104|---------------------------------------------------------------------| EZ1104 EZ1104 SUPERSEDED SURVEY CONTROL EZ1104 EZ1104 NAD 27 - 35 51 47.76932(N) 078 48 35.34058(W) AD( ) 2 EZ1104 NGVD 29 (??/??/92) 92.782 (m) 304.40 (f) ADJ UNCH 2 2 EZ1104 EZ1104.Superseded values are not recommended for survey control. EZ1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1104.See file dsdata.txt to determine how the superseded data were derived. EZ1104 EZ1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9777671015(NAD 83) EZ1104_MARKER: DE = TRAVERSE STATION DISK EZ1104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1104_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EZ1104_STAMPING: KNIGHTS 1973 EZ1104_MAGNETIC: N = NO MAGNETIC MATERIAL EZ1104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1104+STABILITY: SURFACE MOTION EZ1104 EZ1104 HISTORY - Date Condition Report By EZ1104 HISTORY - 1973 MONUMENTED NCGS EZ1104 HISTORY - 1974 GOOD NCGS EZ1104 HISTORY - 20040823 SEE DESCRIPTION NCGS EZ1104 HISTORY - 20050529 MARK NOT FOUND USPSQD EZ1104 EZ1104 STATION DESCRIPTION EZ1104 EZ1104'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (LWA) EZ1104'KNIGHTS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ1104'THE VICINITY OF MORRISVILLE, NORTH CAROLINA. EZ1104' EZ1104'KNIGHTS IS LOCATED APPROXIMATELY 3.0 MILES NNE OF MORRISVILLE, AND EZ1104'11.1 MILES WNW OF RALEIGH. TO REACH STATION FROM THE SR 1788 (RDU EZ1104'AIRPORT ROAD) OVERPASS OF I-40 (WEST), PROCEED ESE ALONG SR 1788 EZ1104'FOR 0.4 MILES TO STATION ON LEFT IN NORTH SHOULDER OF ROAD, 0.4 EZ1104'MILES WNW OF INTERSECTION WITH SR 1002. EZ1104' EZ1104'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED KNIGHTS EZ1104'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 5 EZ1104'INCHES BELOW THE SURFACE OF THE GROUND. EZ1104' EZ1104'MARK IS EZ1104'23.1 FEET NNW OF C/L SR 1788. EZ1104'172.4 FEET NE OF E END OF NORTH GUARD RAIL. EZ1104'140.8 FEET E OF 12 INCH SWEETGUM W/ALUMINUM REF. TAG. EZ1104'153.4 FEET SE OF 12 INCH BIRCH W/ALUMINUM REF. TAG. EZ1104 EZ1104 STATION RECOVERY (1974) EZ1104 EZ1104'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 EZ1104'3.0 MI NNE FROM MORRISVILLE. EZ1104'KNIGHTS IS LOCATED APPROXIMATELY 11.1 MILES WNW OF RALEIGH. EZ1104'TO REACH STATION FROM THE SR 1788 (RDU AIRPORT ROAD) OVERPASS EZ1104'OF I-40 (WEST), PROCEED ESE ALONG SR 1788 FOR 0.4 MILES TO EZ1104'STATION ON LEFT IN NORTH SHOULDER OF ROAD, 0.4 MILES WNW OF EZ1104'INTERSECTION WITH SR 1002, 23.1 FT NNW OF C/L OF SR 1788, 172.4 EZ1104'FT NE OF E END OF NORTH GUARD RAIL, 140.8 FT E OF 12 IN SWEETGUM EZ1104'W/ALUMINUM REF. TAG, AND 153.4 FT SE OF 12 IN BIRCH W/ALUMINUM EZ1104'REF. TAG. EZ1104 EZ1104 STATION RECOVERY (2004) EZ1104 EZ1104'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL) EZ1104'STATION WAS NOT FOUND. BELIEVED LOST TO HIGHWAY REVISION. EZ1104 EZ1104 STATION RECOVERY (2005) EZ1104 EZ1104'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ1104'MARK NOT FOUND 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5201 *********************************************************************** EZ5201 DESIGNATION - KNOLL EZ5201 PID - EZ5201 EZ5201 STATE/COUNTY- NC/WAKE EZ5201 USGS QUAD - BAYLEAF (1987) EZ5201 EZ5201 *CURRENT SURVEY CONTROL EZ5201 ___________________________________________________________________ EZ5201* NAD 83(1986)- 35 52 33.42396(N) 078 43 50.39056(W) ADJUSTED EZ5201* NAVD 88 - 119.0 (meters) 390. (feet) VERTCON EZ5201 ___________________________________________________________________ EZ5201 LAPLACE CORR- -7.34 (seconds) DEFLEC99 EZ5201 GEOID HEIGHT- -32.28 (meters) GEOID03 EZ5201 EZ5201 HORZ ORDER - SECOND EZ5201 EZ5201.The North Carolina HARNS have been completed but, EZ5201.due to contractual restrictions, coordinates for these stations EZ5201.will NOT be published in the near future. In the interim, the EZ5201.published coordinates in North Carolina will not be EZ5201.consistent with the Continuously Operating Reference Stations EZ5201.(CORS). The HARN coordinates for these stations are available EZ5201.upon request. Contact Gary Thompson(919-733-3836). EZ5201. EZ5201.In addition, the published North Carolina positions EZ5201.(NAD 83 (1986)) are NOT consistent with those determined in EZ5201.adjacent state readjustments. The discontinuity between stations EZ5201.located in North Carolina and those in adjacent states EZ5201.which have been adjusted to the HARN may be as much as 5 EZ5201.decimeters. This will result in a significant loss of accuracy EZ5201.over lines crossing such state borders. EZ5201 EZ5201 EZ5201.The horizontal coordinates were established by classical geodetic methods EZ5201.and adjusted by the National Geodetic Survey in July 1986. EZ5201 EZ5201.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5201 EZ5201.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5201 EZ5201.The geoid height was determined by GEOID03. EZ5201 EZ5201; North East Units Scale Factor Converg. EZ5201;SPC NC - 235,870.272 633,921.829 MT 0.99993182 +0 09 19.6 EZ5201;SPC NC - 773,851.05 2,079,791.87 sFT 0.99993182 +0 09 19.6 EZ5201;UTM 17 - 3,972,568.086 704,866.607 MT 1.00011719 +1 19 49.3 EZ5201 EZ5201! - Elev Factor x Scale Factor = Combined Factor EZ5201!SPC NC - 0.99998638 x 0.99993182 = 0.99991820 EZ5201!UTM 17 - 0.99998638 x 1.00011719 = 1.00010357 EZ5201 EZ5201 SUPERSEDED SURVEY CONTROL EZ5201 EZ5201 NAD 27 - 35 52 32.89486(N) 078 43 51.37166(W) AD( ) 2 EZ5201 NGVD 29 (07/19/86) 119.3 (m) 391. (f) VERT ANG EZ5201 EZ5201.Superseded values are not recommended for survey control. EZ5201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5201.See file dsdata.txt to determine how the superseded data were derived. EZ5201 EZ5201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0486772568(NAD 83) EZ5201_MARKER: DE = TRAVERSE STATION DISK EZ5201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5201_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5201_STAMPING: KNOLL 1961 EZ5201_MARK LOGO: NCGS EZ5201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5201+STABILITY: SURFACE MOTION EZ5201 EZ5201 HISTORY - Date Condition Report By EZ5201 HISTORY - 1961 MONUMENTED NCGS EZ5201 HISTORY - 1968 MARK NOT FOUND NCGS EZ5201 EZ5201 STATION DESCRIPTION EZ5201 EZ5201'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ5201'KNOLL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5201'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5201' EZ5201'KNOLL IS 8.5 MILES NW OF RALEIGH. PROCEED WEST ON U.S. 70 EZ5201'FOR 5.3 MILES TO BRIDGE OVER CRABTREE CREEK. CONTINUE ON U.S. EZ5201'70 FOR 4.4 MILES TO STATION OR 2.8 MILES E OF INTERSECTION OF EZ5201'U.S. 70 AND THE RALEIGH-DURHAM AIRPORT RD. EZ5201' EZ5201'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5201'KNOLL 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5201'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5201' EZ5201'MARK IS EZ5201' EZ5201'46.2 FT N OF ONE WAY SIGN INDICATING EAST, WITH ALUMINUM REF. TAG EZ5201' EZ5201'71.2 FT SSW OF ONE WAY SIGN INDICATING WEST, WITH ALUMINUM EZ5201'REF. TAG EZ5201 EZ5201 STATION RECOVERY (1968) EZ5201 EZ5201'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EZ5201'KNOLL 1961 NCGS DESTROYED BY ROAD CONSTRUCTION 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4443 *********************************************************************** EZ4443 DESIGNATION - KNOTT EZ4443 PID - EZ4443 EZ4443 STATE/COUNTY- NC/WAKE EZ4443 USGS QUAD - KNIGHTDALE (1993) EZ4443 EZ4443 *CURRENT SURVEY CONTROL EZ4443 ___________________________________________________________________ EZ4443* NAD 83(1986)- 35 48 15.15126(N) 078 25 43.96510(W) ADJUSTED EZ4443* NAVD 88 - 100.7 (meters) 330. (feet) VERTCON EZ4443 ___________________________________________________________________ EZ4443 LAPLACE CORR- -5.70 (seconds) DEFLEC99 EZ4443 GEOID HEIGHT- -33.74 (meters) GEOID03 EZ4443 EZ4443 HORZ ORDER - SECOND EZ4443 EZ4443.The North Carolina HARNS have been completed but, EZ4443.due to contractual restrictions, coordinates for these stations EZ4443.will NOT be published in the near future. In the interim, the EZ4443.published coordinates in North Carolina will not be EZ4443.consistent with the Continuously Operating Reference Stations EZ4443.(CORS). The HARN coordinates for these stations are available EZ4443.upon request. Contact Gary Thompson(919-733-3836). EZ4443. EZ4443.In addition, the published North Carolina positions EZ4443.(NAD 83 (1986)) are NOT consistent with those determined in EZ4443.adjacent state readjustments. The discontinuity between stations EZ4443.located in North Carolina and those in adjacent states EZ4443.which have been adjusted to the HARN may be as much as 5 EZ4443.decimeters. This will result in a significant loss of accuracy EZ4443.over lines crossing such state borders. EZ4443 EZ4443 EZ4443.The horizontal coordinates were established by classical geodetic methods EZ4443.and adjusted by the National Geodetic Survey in July 1986. EZ4443 EZ4443.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4443 EZ4443.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4443 EZ4443.The geoid height was determined by GEOID03. EZ4443 EZ4443; North East Units Scale Factor Converg. EZ4443;SPC NC - 228,026.102 661,218.095 MT 0.99991897 +0 19 46.7 EZ4443;SPC NC - 748,115.64 2,169,346.37 sFT 0.99991897 +0 19 46.7 EZ4443;UTM 17 - 3,965,283.430 732,325.256 MT 1.00026515 +1 30 17.4 EZ4443 EZ4443! - Elev Factor x Scale Factor = Combined Factor EZ4443!SPC NC - 0.99998949 x 0.99991897 = 0.99990846 EZ4443!UTM 17 - 0.99998949 x 1.00026515 = 1.00025464 EZ4443 EZ4443 SUPERSEDED SURVEY CONTROL EZ4443 EZ4443 NAD 27 - 35 48 14.59292(N) 078 25 44.95793(W) AD( ) 2 EZ4443 NGVD 29 (07/19/86) 101.0 (m) 331. (f) VERT ANG EZ4443 EZ4443.Superseded values are not recommended for survey control. EZ4443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4443.See file dsdata.txt to determine how the superseded data were derived. EZ4443 EZ4443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3232565283(NAD 83) EZ4443_MARKER: DE = TRAVERSE STATION DISK EZ4443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4443_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4443_STAMPING: KNOTT 1969 EZ4443_MARK LOGO: NCGS EZ4443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4443+STABILITY: SURFACE MOTION EZ4443 EZ4443 HISTORY - Date Condition Report By EZ4443 HISTORY - 1969 MONUMENTED NCGS EZ4443 HISTORY - 1976 MARK NOT FOUND NGS EZ4443 EZ4443 STATION DESCRIPTION EZ4443 EZ4443'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ4443'KNOTT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ4443'THE VICINITY OF WENDELL, NORTH CAROLINA. EZ4443' EZ4443'KNOTT IS LOCATED APPROXIMATELY 3.2 MILES NORTHWEST OF WENDELL. TO EZ4443'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 64 BUSINESS EZ4443'AND U.S. 64 BYPASS APPROXIMATELY 1.5 MILES NORTHWEST OF WENDELL, EZ4443'GO WEST ON U.S. 64 FOR 1.0 MILE TO INTERSECTION OF U.S. 64 AND EZ4443'S.R. 1003. CONTINUE ON U.S. 64 FOR 0.55 MILE TO STATION ON EZ4443'NORTH SIDE OF U.S. 64 AND EAST SIDE OF ROAD LEADING FROM U.S. 64 EZ4443'TO S.R. 1003. EZ4443' EZ4443'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ4443'KNOTT 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ4443'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ4443' EZ4443'MARK IS EZ4443' EZ4443'22.1 FT S OF C/L OF E BOUND LANE OF U.S. 64 BYPASS EZ4443' EZ4443'57.8 FT N OF C/L OF E BOUND LANE OF U.S. 64 EZ4443' EZ4443'54.4 FT E OF DIAMOND SHAPED SIGN POST, WITH ALUMINUM REF. TAG EZ4443' EZ4443'202.1 FT WNW OF CENTER OF CONCRETE STORM DRAIN EZ4443' EZ4443'179.0 FT E OF Y INTERSECTION OF U.S. 64 BUS. AND BYPASS EZ4443' EZ4443'151.6 FT W OF WEST END OF GUARD RAIL EZ4443 EZ4443 STATION RECOVERY (1976) EZ4443 EZ4443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ACD) EZ4443'DESTROYED BY NEW ROAD WORK. EZ4443' EZ4443'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EZ4443'1.5 MILES NW OF WENDELL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6565 *********************************************************************** EZ6565 DESIGNATION - KOGER EZ6565 PID - EZ6565 EZ6565 STATE/COUNTY- NC/WAKE EZ6565 USGS QUAD - RALEIGH WEST (1988) EZ6565 EZ6565 *CURRENT SURVEY CONTROL EZ6565 ___________________________________________________________________ EZ6565* NAD 83(1986)- 35 49 54.93750(N) 078 40 01.54971(W) ADJUSTED EZ6565* NAVD 88 - 95.9 (meters) 315. (feet) VERTCON EZ6565 ___________________________________________________________________ EZ6565 LAPLACE CORR- -6.91 (seconds) DEFLEC99 EZ6565 GEOID HEIGHT- -32.66 (meters) GEOID03 EZ6565 EZ6565 HORZ ORDER - SECOND EZ6565 EZ6565.The North Carolina HARNS have been completed but, EZ6565.due to contractual restrictions, coordinates for these stations EZ6565.will NOT be published in the near future. In the interim, the EZ6565.published coordinates in North Carolina will not be EZ6565.consistent with the Continuously Operating Reference Stations EZ6565.(CORS). The HARN coordinates for these stations are available EZ6565.upon request. Contact Gary Thompson(919-733-3836). EZ6565. EZ6565.In addition, the published North Carolina positions EZ6565.(NAD 83 (1986)) are NOT consistent with those determined in EZ6565.adjacent state readjustments. The discontinuity between stations EZ6565.located in North Carolina and those in adjacent states EZ6565.which have been adjusted to the HARN may be as much as 5 EZ6565.decimeters. This will result in a significant loss of accuracy EZ6565.over lines crossing such state borders. EZ6565 EZ6565 EZ6565.The horizontal coordinates were established by classical geodetic methods EZ6565.and adjusted by the National Geodetic Survey in December 1992. EZ6565 EZ6565.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6565 EZ6565.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6565 EZ6565.The geoid height was determined by GEOID03. EZ6565 EZ6565; North East Units Scale Factor Converg. EZ6565;SPC NC - 231,003.322 639,678.180 MT 0.99992375 +0 11 31.7 EZ6565;SPC NC - 757,883.40 2,098,677.50 sFT 0.99992375 +0 11 31.7 EZ6565;UTM 17 - 3,967,819.178 710,722.705 MT 1.00014719 +1 21 58.3 EZ6565 EZ6565! - Elev Factor x Scale Factor = Combined Factor EZ6565!SPC NC - 0.99999008 x 0.99992375 = 0.99991383 EZ6565!UTM 17 - 0.99999008 x 1.00014719 = 1.00013726 EZ6565 EZ6565 SUPERSEDED SURVEY CONTROL EZ6565 EZ6565 NGVD 29 (12/28/92) 96.2 (m) 316. (f) VERT ANG EZ6565 EZ6565.Superseded values are not recommended for survey control. EZ6565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6565.See file dsdata.txt to determine how the superseded data were derived. EZ6565 EZ6565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1072367819(NAD 83) EZ6565_MARKER: DE = TRAVERSE STATION DISK EZ6565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6565_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6565_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ6565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6565+STABILITY: SURFACE MOTION EZ6565 EZ6565 HISTORY - Date Condition Report By EZ6565 HISTORY - 1983 MONUMENTED NCGS EZ6565 EZ6565 STATION DESCRIPTION EZ6565 EZ6565'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG) EZ6565'THE STATION IS LOCATED ABOUT 6.1 KM (3.8 MI) EZ6565'NORTH-NORTHWEST OF THE STATE CAPITOL IN RALEIGH. EZ6565' EZ6565'TO REACH THE STATION FROM THE GLENWOOD AVENUE UNDERPASS OF US 1 AND EZ6565'US 64 GO SOUTHEAST FOR 0.4 KM (0.25 MI) ON GLENWOOD AVENUE TO EZ6565'STATION OPPOSITE THE KOGER EXECUTIVE CENTER AND 0.15 KM (0.1 MI) EZ6565'NORTH OF STOP LIGHT. EZ6565' EZ6565'THE STATION IS A STANDARD NCGS DISK EZ6565'STAMPED---KOGER 1983---, EZ6565'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6565'25 CM IN DIAMETER SET 5 INCHES BELOW GROUND. LOCATED EZ6565'4.45 METERS (14.6 FT) EAST FROM THE CENTERLINE OF NORTHBOUND LANES EZ6565'OF HIGHWAY, EZ6565'19.39 METERS (63.6 FT) SOUTH-SOUTHWEST FROM THE SOUTH END OF EZ6565'RIGHT-OF-WAY FENCE, EZ6565'20.27 METERS (66.5 FT) NORTH FROM THE WEST MOST TELEPHONE MANHOLE EZ6565'COVER, EZ6565'10.21 METERS (33.5 FT) NORTH-NORTHWEST FROM AN 8 INCH PINE WITH EZ6565'REFERENCE TAG AND EZ6565'4.88 METERS (16.0 FT) WEST FROM A 6 INCH PINE WITH REFERENCE TAG. EZ6565' EZ6565'THE MARK IS ABOUT LEVEL WITH HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7511 *********************************************************************** AE7511 DESIGNATION - KRISPY AE7511 PID - AE7511 AE7511 STATE/COUNTY- NC/WAKE AE7511 USGS QUAD - RALEIGH WEST (1988) AE7511 AE7511 *CURRENT SURVEY CONTROL AE7511 ___________________________________________________________________ AE7511* NAD 83(1986)- 35 47 15.98277(N) 078 38 10.06285(W) ADJUSTED AE7511* NAVD 88 - 103.8 (meters) 341. (feet) VERTCON AE7511 ___________________________________________________________________ AE7511 LAPLACE CORR- -7.48 (seconds) DEFLEC99 AE7511 GEOID HEIGHT- -32.90 (meters) GEOID03 AE7511 AE7511 HORZ ORDER - SECOND AE7511 AE7511.The North Carolina HARNS have been completed but, AE7511.due to contractual restrictions, coordinates for these stations AE7511.will NOT be published in the near future. In the interim, the AE7511.published coordinates in North Carolina will not be AE7511.consistent with the Continuously Operating Reference Stations AE7511.(CORS). The HARN coordinates for these stations are available AE7511.upon request. Contact Gary Thompson(919-733-3836). AE7511. AE7511.In addition, the published North Carolina positions AE7511.(NAD 83 (1986)) are NOT consistent with those determined in AE7511.adjacent state readjustments. The discontinuity between stations AE7511.located in North Carolina and those in adjacent states AE7511.which have been adjusted to the HARN may be as much as 5 AE7511.decimeters. This will result in a significant loss of accuracy AE7511.over lines crossing such state borders. AE7511 AE7511 AE7511.The horizontal coordinates were established by classical geodetic methods AE7511.and adjusted by the National Geodetic Survey in February 1998. AE7511 AE7511.The NAVD 88 height was computed by applying the VERTCON shift value to AE7511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7511 AE7511.The Laplace correction was computed from DEFLEC99 derived deflections. AE7511 AE7511.The geoid height was determined by GEOID03. AE7511 AE7511; North East Units Scale Factor Converg. AE7511;SPC NC - 226,114.428 642,494.059 MT 0.99991625 +0 12 36.1 AE7511;SPC NC - 741,843.75 2,107,915.93 sFT 0.99991625 +0 12 36.1 AE7511;UTM 17 - 3,962,987.842 713,638.800 MT 1.00016245 +1 22 58.4 AE7511 AE7511! - Elev Factor x Scale Factor = Combined Factor AE7511!SPC NC - 0.99998887 x 0.99991625 = 0.99990512 AE7511!UTM 17 - 0.99998887 x 1.00016245 = 1.00015132 AE7511 AE7511 SUPERSEDED SURVEY CONTROL AE7511 AE7511 NGVD 29 (02/27/98) 104.1 (m) 342. (f) VERT ANG AE7511 AE7511.Superseded values are not recommended for survey control. AE7511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7511.See file dsdata.txt to determine how the superseded data were derived. AE7511 AE7511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1363962988(NAD 83) AE7511_MARKER: DH = HORIZONTAL CONTROL DISK AE7511_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. AE7511_SP_SET: SIDEWALK AE7511_STAMPING: KRISPY 1994 AE7511_MARK LOGO: NCGS AE7511_MAGNETIC: N = NO MAGNETIC MATERIAL AE7511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AE7511_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AE7511+SATELLITE: SATELLITE OBSERVATIONS - 1994 AE7511 AE7511 HISTORY - Date Condition Report By AE7511 HISTORY - 1994 MONUMENTED NCGS AE7511 AE7511 STATION DESCRIPTION AE7511 AE7511'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1994 (JGG) AE7511'STATION IS LOCATED IN RALEIGH. AT THE INTERSECTION OF PEACE AND BLOUNT AE7511'STREETS, ONE BLOCK EAST AND FIVE BLOCKS NORTH OF THE NORTHEAST CORNER AE7511'OF THE STATE CAPITOL SQUARE, IN THE SOUTHWEST QUADRANT, IN THE AE7511'SIDEWALK. MARK IS SET FLUSH AND LEVEL WITH ROAD. LOCATED 27.0 FT (8.2 AE7511'M) SOUTH OF THE CENTERLINE OF PEACE STREET, 28.0 FT (8.5 M) AE7511'WEST-NORTHWEST OF BLOUNT STREET, 49.1 FT (15.0 M) NORTHEAST OF THE AE7511'NORTHEAST CORNER OF A BRICK BUILDING--AND 6.0 FT (1.8 M) NORTHWEST OF AE7511'A POWER POLE WITH A LIGHT, 21.1 FT (6.4 M) SOUTHEAST OF A POWER AE7511'POLE--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6566 *********************************************************************** EZ6566 DESIGNATION - KWIK EZ6566 PID - EZ6566 EZ6566 STATE/COUNTY- NC/WAKE EZ6566 USGS QUAD - RALEIGH EAST (1993) EZ6566 EZ6566 *CURRENT SURVEY CONTROL EZ6566 ___________________________________________________________________ EZ6566* NAD 83(1986)- 35 49 20.16994(N) 078 35 20.79375(W) ADJUSTED EZ6566* NAVD 88 - 78.7 (meters) 258. (feet) VERTCON EZ6566 ___________________________________________________________________ EZ6566 LAPLACE CORR- -7.84 (seconds) DEFLEC99 EZ6566 GEOID HEIGHT- -33.03 (meters) GEOID03 EZ6566 EZ6566 HORZ ORDER - SECOND EZ6566 EZ6566.The North Carolina HARNS have been completed but, EZ6566.due to contractual restrictions, coordinates for these stations EZ6566.will NOT be published in the near future. In the interim, the EZ6566.published coordinates in North Carolina will not be EZ6566.consistent with the Continuously Operating Reference Stations EZ6566.(CORS). The HARN coordinates for these stations are available EZ6566.upon request. Contact Gary Thompson(919-733-3836). EZ6566. EZ6566.In addition, the published North Carolina positions EZ6566.(NAD 83 (1986)) are NOT consistent with those determined in EZ6566.adjacent state readjustments. The discontinuity between stations EZ6566.located in North Carolina and those in adjacent states EZ6566.which have been adjusted to the HARN may be as much as 5 EZ6566.decimeters. This will result in a significant loss of accuracy EZ6566.over lines crossing such state borders. EZ6566 EZ6566 EZ6566.The horizontal coordinates were established by classical geodetic methods EZ6566.and adjusted by the National Geodetic Survey in December 1992. EZ6566 EZ6566.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6566 EZ6566.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6566 EZ6566.The geoid height was determined by GEOID03. EZ6566 EZ6566; North East Units Scale Factor Converg. EZ6566;SPC NC - 229,958.238 646,728.583 MT 0.99992206 +0 14 13.8 EZ6566;SPC NC - 754,454.65 2,121,808.69 sFT 0.99992206 +0 14 13.8 EZ6566;UTM 17 - 3,966,918.578 717,794.761 MT 1.00018454 +1 24 41.7 EZ6566 EZ6566! - Elev Factor x Scale Factor = Combined Factor EZ6566!SPC NC - 0.99999283 x 0.99992206 = 0.99991489 EZ6566!UTM 17 - 0.99999283 x 1.00018454 = 1.00017737 EZ6566 EZ6566 SUPERSEDED SURVEY CONTROL EZ6566 EZ6566 NGVD 29 (12/28/92) 79.0 (m) 259. (f) VERT ANG EZ6566 EZ6566.Superseded values are not recommended for survey control. EZ6566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6566.See file dsdata.txt to determine how the superseded data were derived. EZ6566 EZ6566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1779566919(NAD 83) EZ6566_MARKER: DH = HORIZONTAL CONTROL DISK EZ6566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6566_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6566_STAMPING: KWIK 1984 EZ6566_MARK LOGO: NCGS EZ6566_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6566+STABILITY: SURFACE MOTION EZ6566 EZ6566 HISTORY - Date Condition Report By EZ6566 HISTORY - 1984 MONUMENTED NCGS EZ6566 HISTORY - 19871013 GOOD NCGS EZ6566 HISTORY - 19990608 SEE DESCRIPTION NCGS EZ6566 EZ6566 STATION DESCRIPTION EZ6566 EZ6566'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6566'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) NORTHEAST OF THE EZ6566'CAPITOL SQUARE IN RALEIGH. EZ6566' EZ6566'ALONG US 1 AND US 401 (NORTH BOULEVARD) FOR 1.7 KM (1.05 MI) EZ6566'NORTHEAST FROM THE OVERPASS OF THE CLIFF BENSON BELTLINE, OR 0.25 KM EZ6566'(0.15 MI) SOUTHWEST OF STARMOUNT DRIVE AND ABOUT 200 METERS EZ6566'SOUTHEAST OF A SHOPPING CENTER, AT THE SOUTHWEST ENTRANCE TO KWIK EZ6566'GAS STATION. EZ6566' EZ6566'THE STATION IS A STANDARD NCGS DISK STAMPED---KWIK 1984---, EZ6566'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6566'25 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EZ6566'9.7 METERS (31.8 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND EZ6566'LANES, EZ6566'6.0 METERS (19.6 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHWEST EZ6566'ENTRANCE TO THE GAS STATION, EZ6566'5.7 METERS (18.7 FT) NORTH-NORTHWEST OF THE SOUTHWEST END OF ANGLE EZ6566'IN THE CURB, EZ6566'5.8 METERS (18.9 FT) NORTH OF THE NORTHERNMOST WATER METER COVER, EZ6566'AND 6.7 METERS (22.0 FT) NORTHWEST OF THE BASE OF AN ARCHED LIGHT EZ6566'POLE. EZ6566' EZ6566'NCGS EZ6566 EZ6566 STATION RECOVERY (1987) EZ6566 EZ6566'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ6566'RECOVERED AS DESCRIBED. KWIK GAS STATION HAS BEEN REMODELED AND NOW EZ6566'IS KNOWN AS KWIK MART NO. 17. MARK IS ALSO LOCATED 19.2 FT (5.9 M) EZ6566'NORTHWEST OF A NORTH METAL SIGN POLE, AND 23.0 FT (7.0 M) SOUTHWEST OF EZ6566'THE CENTERLINE OF THE SOUTHWEST ENTRANCE DRIVE. EZ6566 EZ6566 STATION RECOVERY (1999) EZ6566 EZ6566'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL) EZ6566'STATION NOT FOUND, BELIEVED LOST TO HIGHWAY IMPROVEMENTS. THE KWIK EZ6566'MART NUMBER 17, IS NOW THE PANTRY SHELL STATION. PROBED 8 INCHES AT EZ6566'REFERENCE SITE, A DEEP PROBE WHEN GROUND IS WET MAY YIELD RESULTS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7308 *********************************************************************** AE7308 DESIGNATION - LAB AE7308 PID - AE7308 AE7308 STATE/COUNTY- NC/WAKE AE7308 USGS QUAD - SOUTHEAST DURHAM (1993) AE7308 AE7308 *CURRENT SURVEY CONTROL AE7308 ___________________________________________________________________ AE7308* NAD 83(1986)- 35 53 30.84583(N) 078 45 06.86749(W) ADJUSTED AE7308* NAVD 88 - 145.6 (meters) 478. (feet) VERTCON AE7308 ___________________________________________________________________ AE7308 LAPLACE CORR- -6.60 (seconds) DEFLEC99 AE7308 GEOID HEIGHT- -32.15 (meters) GEOID03 AE7308 AE7308 HORZ ORDER - SECOND AE7308 AE7308.The North Carolina HARNS have been completed but, AE7308.due to contractual restrictions, coordinates for these stations AE7308.will NOT be published in the near future. In the interim, the AE7308.published coordinates in North Carolina will not be AE7308.consistent with the Continuously Operating Reference Stations AE7308.(CORS). The HARN coordinates for these stations are available AE7308.upon request. Contact Gary Thompson(919-733-3836). AE7308. AE7308.In addition, the published North Carolina positions AE7308.(NAD 83 (1986)) are NOT consistent with those determined in AE7308.adjacent state readjustments. The discontinuity between stations AE7308.located in North Carolina and those in adjacent states AE7308.which have been adjusted to the HARN may be as much as 5 AE7308.decimeters. This will result in a significant loss of accuracy AE7308.over lines crossing such state borders. AE7308 AE7308 AE7308.The horizontal coordinates were established by classical geodetic methods AE7308.and adjusted by the National Geodetic Survey in March 1998. AE7308 AE7308.The NAVD 88 height was computed by applying the VERTCON shift value to AE7308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7308 AE7308.The Laplace correction was computed from DEFLEC99 derived deflections. AE7308 AE7308.The geoid height was determined by GEOID03. AE7308 AE7308; North East Units Scale Factor Converg. AE7308;SPC NC - 237,634.969 631,999.148 MT 0.99993489 +0 08 35.5 AE7308;SPC NC - 779,640.73 2,073,483.87 sFT 0.99993489 +0 08 35.5 AE7308;UTM 17 - 3,974,293.291 702,907.790 MT 1.00010735 +1 19 06.3 AE7308 AE7308! - Elev Factor x Scale Factor = Combined Factor AE7308!SPC NC - 0.99998219 x 0.99993489 = 0.99991708 AE7308!UTM 17 - 0.99998219 x 1.00010735 = 1.00008954 AE7308 AE7308 SUPERSEDED SURVEY CONTROL AE7308 AE7308 NGVD 29 (03/10/98) 145.9 (m) 479. (f) VERT ANG AE7308 AE7308.Superseded values are not recommended for survey control. AE7308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7308.See file dsdata.txt to determine how the superseded data were derived. AE7308 AE7308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0290874293(NAD 83) AE7308_MARKER: DH = HORIZONTAL CONTROL DISK AE7308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7308_STAMPING: LAB 1986 AE7308_MARK LOGO: NCGS AE7308_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7308+STABILITY: SURFACE MOTION AE7308 AE7308 HISTORY - Date Condition Report By AE7308 HISTORY - 1986 MONUMENTED NCGS AE7308 HISTORY - 20030307 MARK NOT FOUND USPSQD AE7308 AE7308 STATION DESCRIPTION AE7308 AE7308'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7308'STATION IS LOCATED ABOUT 16.0 KM (9.95 MI) NORTHWEST OF CAPITOL SQUARE AE7308'(IN RALEIGH), AND 2.9 KM (1.80 MI) SOUTHWEST OF LEESVILLE COMMUNITY. AE7308'ALONG US 70 FOR 1.7 KM (1.05 MI) SOUTHEAST FROM SR 1002 (AVIATION AE7308'PARKWAY), AT SR 1876 (TRIANGLE DRIVE), ON THE SOUTHEAST SIDE OF THE AE7308'CROSSOVER, AND ON THE PROLONGATION OF A DIVIDING WALL BETWEEN THE AE7308'OFFICE AND PLANT OF THE MICROWAVE LAB BUILDING. MARK IS RECESSED 4 AE7308'INCHES BELOW GROUND. LOCATED 8.1 M (26.6 FT) NORTHEAST OF THE AE7308'CENTERLINE OF THE EAST BOUND LANE, 8.6 M (28.2 FT) SOUTHWEST OF THE AE7308'CENTERLINE OF THE WEST BOUND LANE, 34.3 M (112.5 FT) SOUTH-SOUTHEAST AE7308'OF THE CENTERLINE INTERSECTION OF WEST BOUND LANE AND SR 1876, 32.2 M AE7308'(105.6 FT) NORTH OF THE NORTHWEST CORNER OF THE STEEL PIPE AROUND A AE7308'GAS LINE VALVE, 37.1 M (121.7 FT) SOUTH OF THE WEST MOST COLUMN OF AE7308'UMSTEAD INDUSTRIAL PARK SIGN, AND 28.0 M (91.9 FT) EAST-NORTHEAST OF A AE7308'TELEPHONE PEDESTAL (158) BESIDE A POWER POLE WITH A REFERENCE TAG. AE7308'MARK IS LEVEL WITH HIGHWAY. AE7308 AE7308 STATION RECOVERY (2003) AE7308 AE7308'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) AE7308'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6567 *********************************************************************** EZ6567 DESIGNATION - LABOON EZ6567 PID - EZ6567 EZ6567 STATE/COUNTY- NC/WAKE EZ6567 USGS QUAD - RALEIGH WEST (1988) EZ6567 EZ6567 *CURRENT SURVEY CONTROL EZ6567 ___________________________________________________________________ EZ6567* NAD 83(1986)- 35 48 59.18721(N) 078 41 23.72290(W) ADJUSTED EZ6567* NAVD 88 - 104.7 (meters) 344. (feet) VERTCON EZ6567 ___________________________________________________________________ EZ6567 LAPLACE CORR- -6.89 (seconds) DEFLEC99 EZ6567 GEOID HEIGHT- -32.61 (meters) GEOID03 EZ6567 EZ6567 HORZ ORDER - SECOND EZ6567 EZ6567.The North Carolina HARNS have been completed but, EZ6567.due to contractual restrictions, coordinates for these stations EZ6567.will NOT be published in the near future. In the interim, the EZ6567.published coordinates in North Carolina will not be EZ6567.consistent with the Continuously Operating Reference Stations EZ6567.(CORS). The HARN coordinates for these stations are available EZ6567.upon request. Contact Gary Thompson(919-733-3836). EZ6567. EZ6567.In addition, the published North Carolina positions EZ6567.(NAD 83 (1986)) are NOT consistent with those determined in EZ6567.adjacent state readjustments. The discontinuity between stations EZ6567.located in North Carolina and those in adjacent states EZ6567.which have been adjusted to the HARN may be as much as 5 EZ6567.decimeters. This will result in a significant loss of accuracy EZ6567.over lines crossing such state borders. EZ6567 EZ6567 EZ6567.The horizontal coordinates were established by classical geodetic methods EZ6567.and adjusted by the National Geodetic Survey in December 1992. EZ6567 EZ6567.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6567 EZ6567.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6567 EZ6567.The geoid height was determined by GEOID03. EZ6567 EZ6567; North East Units Scale Factor Converg. EZ6567;SPC NC - 229,278.504 637,621.291 MT 0.99992105 +0 10 44.3 EZ6567;SPC NC - 752,224.56 2,091,929.19 sFT 0.99992105 +0 10 44.3 EZ6567;UTM 17 - 3,966,052.200 708,701.134 MT 1.00013674 +1 21 08.4 EZ6567 EZ6567! - Elev Factor x Scale Factor = Combined Factor EZ6567!SPC NC - 0.99998869 x 0.99992105 = 0.99990974 EZ6567!UTM 17 - 0.99998869 x 1.00013674 = 1.00012542 EZ6567 EZ6567 SUPERSEDED SURVEY CONTROL EZ6567 EZ6567 NGVD 29 (12/28/92) 105.0 (m) 344. (f) VERT ANG EZ6567 EZ6567.Superseded values are not recommended for survey control. EZ6567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6567.See file dsdata.txt to determine how the superseded data were derived. EZ6567 EZ6567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0870166052(NAD 83) EZ6567_MARKER: DH = HORIZONTAL CONTROL DISK EZ6567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6567_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6567_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6567+STABILITY: SURFACE MOTION EZ6567 EZ6567 HISTORY - Date Condition Report By EZ6567 HISTORY - 1984 MONUMENTED NCGS EZ6567 EZ6567 STATION DESCRIPTION EZ6567 EZ6567'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6567'THE STATION IS LOCATED ABOUT 6.0 KM (3.7 MI) NORTHWEST OF THE EZ6567'CAPITOL SQUARE IN RALEIGH. EZ6567' EZ6567'AT THE US 1 AND US 64 INTERCHANGE WITH LAKE BOONE TRAIL, 0.1 KM EZ6567'(0.05 MI) NORTHEAST OF THE OVERPASS BRIDGE, AT THE EXIT RAMP FROM EZ6567'THE BYPASS TO LAKE BOONE TRAIL. EZ6567' EZ6567'THE STATION IS A STANDARD NCGS DISK STAMPED---LABOON 1984---, EZ6567'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6567'25 CM IN DIAMETER RECESSED 10 CM BELOW GROUND. LOCATED EZ6567'2.8 METERS (9.4 FT) SOUTHEAST OF THE EDGE OF THE PAVEMENT OF BYPASS, EZ6567'2.3 METERS (7.5 FT) NORTH OF A WITNESS POST, EZ6567'13.6 METERS (24.8 FT) NORTHWEST OF THE NORTHEAST REFLECTOR POST EZ6567'(ALONG THE ACCESS ROAD), AND EZ6567'19.4 METERS (63.6 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE EZ6567'ACCESS ROAD. EZ6567' EZ6567'MARK IS LEVEL WITH HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2676 *********************************************************************** EZ2676 DESIGNATION - LAKE EZ2676 PID - EZ2676 EZ2676 STATE/COUNTY- NC/WAKE EZ2676 USGS QUAD - GARNER (1993) EZ2676 EZ2676 *CURRENT SURVEY CONTROL EZ2676 ___________________________________________________________________ EZ2676* NAD 83(1986)- 35 39 51.85889(N) 078 36 50.13347(W) ADJUSTED EZ2676* NAVD 88 - 79.414 (meters) 260.54 (feet) ADJUSTED EZ2676 ___________________________________________________________________ EZ2676 LAPLACE CORR- -7.32 (seconds) DEFLEC99 EZ2676 GEOID HEIGHT- -33.24 (meters) GEOID03 EZ2676 DYNAMIC HT - 79.344 (meters) 260.31 (feet) COMP EZ2676 MODELED GRAV- 979,749.9 (mgal) NAVD 88 EZ2676 EZ2676 HORZ ORDER - SECOND EZ2676 VERT ORDER - SECOND CLASS I EZ2676 EZ2676.The North Carolina HARNS have been completed but, EZ2676.due to contractual restrictions, coordinates for these stations EZ2676.will NOT be published in the near future. In the interim, the EZ2676.published coordinates in North Carolina will not be EZ2676.consistent with the Continuously Operating Reference Stations EZ2676.(CORS). The HARN coordinates for these stations are available EZ2676.upon request. Contact Gary Thompson(919-733-3836). EZ2676. EZ2676.In addition, the published North Carolina positions EZ2676.(NAD 83 (1986)) are NOT consistent with those determined in EZ2676.adjacent state readjustments. The discontinuity between stations EZ2676.located in North Carolina and those in adjacent states EZ2676.which have been adjusted to the HARN may be as much as 5 EZ2676.decimeters. This will result in a significant loss of accuracy EZ2676.over lines crossing such state borders. EZ2676 EZ2676 EZ2676.The horizontal coordinates were established by classical geodetic methods EZ2676.and adjusted by the National Geodetic Survey in December 1990. EZ2676 EZ2676.The orthometric height was determined by differential leveling EZ2676.and adjusted by the National Geodetic Survey in June 1991. EZ2676 EZ2676.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2676 EZ2676.The geoid height was determined by GEOID03. EZ2676 EZ2676.The dynamic height is computed by dividing the NAVD 88 EZ2676.geopotential number by the normal gravity value computed on the EZ2676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2676.degrees latitude (g = 980.6199 gals.). EZ2676 EZ2676.The modeled gravity was interpolated from observed gravity values. EZ2676 EZ2676; North East Units Scale Factor Converg. EZ2676;SPC NC - 212,435.250 644,554.325 MT 0.99989845 +0 13 22.2 EZ2676;SPC NC - 696,964.65 2,114,675.31 sFT 0.99989845 +0 13 22.2 EZ2676;UTM 17 - 3,949,350.052 715,978.771 MT 1.00017485 +1 23 30.1 EZ2676 EZ2676! - Elev Factor x Scale Factor = Combined Factor EZ2676!SPC NC - 0.99999275 x 0.99989845 = 0.99989120 EZ2676!UTM 17 - 0.99999275 x 1.00017485 = 1.00016760 EZ2676 EZ2676 SUPERSEDED SURVEY CONTROL EZ2676 EZ2676 NGVD 29 (12/03/90) 79.66 (m) 261.4 (f) LEVELING 3 EZ2676 EZ2676.Superseded values are not recommended for survey control. EZ2676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2676.See file dsdata.txt to determine how the superseded data were derived. EZ2676 EZ2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1597949350(NAD 83) EZ2676_MARKER: DE = TRAVERSE STATION DISK EZ2676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2676_SP_SET: CONCRETE POST EZ2676_STAMPING: LAKE 1978 EZ2676_MARK LOGO: NCGS EZ2676_PROJECTION: RECESSED 3 CENTIMETERS EZ2676_MAGNETIC: N = NO MAGNETIC MATERIAL EZ2676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2676+STABILITY: SURFACE MOTION EZ2676 EZ2676 HISTORY - Date Condition Report By EZ2676 HISTORY - 1978 MONUMENTED NCGS EZ2676 HISTORY - 1978 GOOD NCGS EZ2676 HISTORY - 20050528 MARK NOT FOUND USPSQD EZ2676 EZ2676 STATION DESCRIPTION EZ2676 EZ2676'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ2676'THE STATION IS LOCATED APPROXIMATELY 3.0 MILES SOUTH OF GARNER. EZ2676' EZ2676'TO REACH THE STATION FROM THE NC 50 OVERPASS OF US 70 IN GARNER, EZ2676'PROCEED SOUTHERLY ALONG NC 50 FOR 3.2 MILES TO T INTERSECTION WITH EZ2676'SR 2711 (BUFFALO ROAD), THENCE WEST ALONG SR 2711 FOR 0.35 MILE TO EZ2676'STATION ON THE RIGHT BANK, MIDWAY BETWEEN DITCH AND A SPLIT RAIL FENCE EZ2676'AND 1.15 MILES SOUTH EAST OF T INTERSECTION WITH SR 2710 (NORTH). EZ2676' EZ2676'STATION MARK IS A STANDARD DISK STAMPED---LAKE 1978---SET IN THE TOP EZ2676'OF A CONCRETE CYLINDER WHICH IS 1 INCH BELOW THE GROUND SURFACE. THE EZ2676'MARK IS 27.1 FEET NORTHEAST OF CENTERLINE OF SR 2711, 43.5 FEET EZ2676'SOUTHWEST OF 12 INCH OAK WITH REFERENCE TAG, 53.4 FEET SOUTH-SOUTHWEST EZ2676'OF 10 INCH HOLLY WITH REFERENCE TAG, 103.9 FEET NORTH-NORTHWEST OF EZ2676'POWER POLE WITH REFERENCE TAG AND 4.0 FEET SOUTHWEST OF FENCE RAIL EZ2676'WITH REFERENCE TAG. EZ2676 EZ2676 STATION RECOVERY (1978) EZ2676 EZ2676'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EZ2676'3.0 MI SOUTH FROM GARNER. EZ2676'TO REACH STATION FROM THE NC 50 OVERPASS OF US 70 IN GARNER, PROCEED EZ2676'SOUTHERLY ALONG NC 50 FOR 3.2 MILES TO SR 2711, (BUFFALO ROAD), EZ2676'THENCE WEST ALONG SR 2711 FOR 0.35 MILE TO STATION ON RIGHT BANK, EZ2676'MIDWAY BETWEEN DITCH AND A SPLIT RAIL FENCE, AND 1.15 MILE SOUTHEAST EZ2676'OF INTERSECTION WITH SR 2710 (N), 27.1 FEET NORTHEAST OF CENTERLINE EZ2676'OF SR 2711, 43.5 FEET SOUTHWEST OF 12 INCH OAK WITH REFERENCE TAG, EZ2676'53.4 FEET SOUTH-SOUTHWEST OF 10 INCH HOLLY WITH REFERENCE TAG, 103.9 EZ2676'FEET NORTH-NORTHWEST OF POWER POLE WITH REFERENCE TAG, AND 4.0 FEET EZ2676'SOUTHWEST OF FENCE RAIL WITH REFERENCE TAG. EZ2676'THE MARK IS 3 FT ABOVE ROAD. EZ2676 EZ2676 STATION RECOVERY (2005) EZ2676 EZ2676'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ2676'MARK NOT FOUND 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AH4818 *********************************************************************** AH4818 DESIGNATION - LAKE WHEELER RAD STA WKIX MAST AH4818 PID - AH4818 AH4818 STATE/COUNTY- NC/WAKE AH4818 USGS QUAD - LAKE WHEELER (1993) AH4818 AH4818 *CURRENT SURVEY CONTROL AH4818 ___________________________________________________________________ AH4818* NAD 83(1986)- 35 41 07.55595(N) 078 43 13.00917(W) ADJUSTED AH4818* NAVD 88 - AH4818 ___________________________________________________________________ AH4818 LAPLACE CORR- -6.12 (seconds) DEFLEC99 AH4818 GEOID HEIGHT- -32.77 (meters) GEOID03 AH4818 AH4818 HORZ ORDER - THIRD AH4818 AH4818.The North Carolina HARNS have been completed but, AH4818.due to contractual restrictions, coordinates for these stations AH4818.will NOT be published in the near future. In the interim, the AH4818.published coordinates in North Carolina will not be AH4818.consistent with the Continuously Operating Reference Stations AH4818.(CORS). The HARN coordinates for these stations are available AH4818.upon request. Contact Gary Thompson(919-733-3836). AH4818. AH4818.In addition, the published North Carolina positions AH4818.(NAD 83 (1986)) are NOT consistent with those determined in AH4818.adjacent state readjustments. The discontinuity between stations AH4818.located in North Carolina and those in adjacent states AH4818.which have been adjusted to the HARN may be as much as 5 AH4818.decimeters. This will result in a significant loss of accuracy AH4818.over lines crossing such state borders. AH4818 AH4818 AH4818.The horizontal coordinates were established by classical geodetic methods AH4818.and adjusted by the National Geodetic Survey in November 1998. AH4818 AH4818 AH4818.The Laplace correction was computed from DEFLEC99 derived deflections. AH4818 AH4818.The geoid height was determined by GEOID03. AH4818 AH4818; North East Units Scale Factor Converg. AH4818;SPC NC - 214,735.722 634,919.020 MT 0.99990116 +0 09 41.2 AH4818;SPC NC - 704,512.11 2,083,063.48 sFT 0.99990116 +0 09 41.2 AH4818;UTM 17 - 3,951,454.017 706,296.126 MT 1.00012446 +1 19 49.1 AH4818 AH4818 SUPERSEDED SURVEY CONTROL AH4818 AH4818.No superseded survey control is available for this station. AH4818 AH4818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0629651454(NAD 83) AH4818_MARKER: 42 = RADIO/TV MAST AH4818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH4818+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2004 AH4818 AH4818 HISTORY - Date Condition Report By AH4818 HISTORY - UNK FIRST OBSERVED AH4818 HISTORY - 19900514 GOOD NCGS AH4818 HISTORY - 19900514 GOOD NCGS AH4818 HISTORY - 19960322 GOOD NCGS AH4818 HISTORY - 20041121 GOOD GEOCAC AH4818 AH4818 STATION DESCRIPTION AH4818 AH4818'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (EWB) AH4818'STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) WEST-SOUTHWEST OF GARNER AND AH4818'2.7 MI (4.3 KM) NORTHWEST OF MCCULLERS. AH4818'PROCEED ALONG SR 1371 (LAKE WHEELER ROAD) FOR 3.15 MI (5.07 KM) TO SR AH4818'1379 (PENNY ROAD) , THENCE 2.9 MI (4.7 KM) SOUTHWEST ALONG SR 1379 TO AH4818'SR 1377 (BLANEY FRANKS ROAD) , THENCE 0.7 MI (1.1 KM) EAST ALONG SR AH4818'1377 TO WOODS ROAD LEADING TO TOWER. AH4818'MARK IS A TRIANGULAR SHAPED STEEL MAST PAINTED RED AND WHITE AND IS AH4818'APPROXIMATELY 1579-FEET TALL. POINT INTERSECTED WAS THE RED LIGHT AH4818'CENTERED ATOP THE MAST. AH4818 AH4818 STATION RECOVERY (1990) AH4818 AH4818'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1990 (EWB) AH4818'STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) WEST-SOUTHWEST OF GARNER AND AH4818'2.7 MI (4.3 KM) NORTHWEST OF MCCULLERS. PROCEED ALONG SR 1371 (LAKE AH4818'WHEELER ROAD) FOR 3.15 MI (5.07 KM) TO SR 1379 (PENNY ROAD), THENCE AH4818'2.9 MI (4.7 KM) SOUTHWEST ALONG SR 1379 TO SR 1377 (BLANEY FRANKS AH4818'ROAD), THENCE 0.7 MI (1.1 KM) EAST ALONG SR 1377 TO WOODS ROAD LEADING AH4818'TO TOWER. MARK IS A TRIANGULAR SHAPED STEEL MAST PAINTED RED AND WHITE AH4818'AND IS APPROXIMATELY 1579-FEET TALL. POINT INTERSECTED WAS THE RED AH4818'LIGHT CENTERED ATOP THE MAST. AH4818 AH4818 STATION RECOVERY (1996) AH4818 AH4818'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (EWB) AH4818'STATION IS LOCATED ABOUT 6.7 MI (10.8 KM) WEST-SOUTHWEST OF GARNER, AH4818'AND 2.7 MI (4.3 KM) NORTHWEST OF MCCULLERS. PROCEED ALONG SR 1371 AH4818'(LAKE WHEELER ROAD) FOR 3.15 MI (5.07 KM) TO SR 1379 (PENNY ROAD), AH4818'THENCE 2.9 MI (4.7 KM) SOUTHWEST TO SR 1377 (BLANEY FRANKS ROAD), AH4818'THENCE 0.7 MI (1.1 KM) SOUTH TO SR 1378 (OLD SORRELL ROAD), THENCE 0.1 AH4818'MI (0.2 KM) EAST TO A WOODS ROAD LEADING TO THE TOWER, A AH4818'TRIANGULAR-SHAPED MAST, 1579-FEET TALL, PAINTED RED AND WHITE. POINT AH4818'INTERSECTED WAS THE RED LIGHT CENTERED ATOP THE MAST. AH4818 AH4818 STATION RECOVERY (2004) AH4818 AH4818'RECOVERY NOTE BY GEOCACHING 2004 (PFF) AH4818'VERIFIED EXISTENCE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3268 *********************************************************************** EZ3268 DESIGNATION - LAKEDAM EZ3268 PID - EZ3268 EZ3268 STATE/COUNTY- NC/WAKE EZ3268 USGS QUAD - RALEIGH WEST (1988) EZ3268 EZ3268 *CURRENT SURVEY CONTROL EZ3268 ___________________________________________________________________ EZ3268* NAD 83(1986)- 35 45 05.93969(N) 078 42 25.32046(W) ADJUSTED EZ3268* NAVD 88 - 142.578 (meters) 467.77 (feet) ADJUSTED EZ3268 ___________________________________________________________________ EZ3268 LAPLACE CORR- -6.64 (seconds) DEFLEC99 EZ3268 GEOID HEIGHT- -32.69 (meters) GEOID03 EZ3268 DYNAMIC HT - 142.454 (meters) 467.37 (feet) COMP EZ3268 MODELED GRAV- 979,761.7 (mgal) NAVD 88 EZ3268 EZ3268 HORZ ORDER - SECOND EZ3268 VERT ORDER - FIRST CLASS II EZ3268 EZ3268.The North Carolina HARNS have been completed but, EZ3268.due to contractual restrictions, coordinates for these stations EZ3268.will NOT be published in the near future. In the interim, the EZ3268.published coordinates in North Carolina will not be EZ3268.consistent with the Continuously Operating Reference Stations EZ3268.(CORS). The HARN coordinates for these stations are available EZ3268.upon request. Contact Gary Thompson(919-733-3836). EZ3268. EZ3268.In addition, the published North Carolina positions EZ3268.(NAD 83 (1986)) are NOT consistent with those determined in EZ3268.adjacent state readjustments. The discontinuity between stations EZ3268.located in North Carolina and those in adjacent states EZ3268.which have been adjusted to the HARN may be as much as 5 EZ3268.decimeters. This will result in a significant loss of accuracy EZ3268.over lines crossing such state borders. EZ3268 EZ3268 EZ3268.The horizontal coordinates were established by classical geodetic methods EZ3268.and adjusted by the National Geodetic Survey in March 1992. EZ3268 EZ3268.The orthometric height was determined by differential leveling EZ3268.and adjusted by the National Geodetic Survey in June 1991. EZ3268 EZ3268.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3268 EZ3268.The geoid height was determined by GEOID03. EZ3268 EZ3268.The dynamic height is computed by dividing the NAVD 88 EZ3268.geopotential number by the normal gravity value computed on the EZ3268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ3268.degrees latitude (g = 980.6199 gals.). EZ3268 EZ3268.The modeled gravity was interpolated from observed gravity values. EZ3268 EZ3268; North East Units Scale Factor Converg. EZ3268;SPC NC - 222,085.561 636,096.327 MT 0.99991056 +0 10 08.7 EZ3268;SPC NC - 728,625.71 2,086,926.03 sFT 0.99991056 +0 10 08.7 EZ3268;UTM 17 - 3,958,827.995 707,323.341 MT 1.00012969 +1 20 24.7 EZ3268 EZ3268! - Elev Factor x Scale Factor = Combined Factor EZ3268!SPC NC - 0.99998275 x 0.99991056 = 0.99989331 EZ3268!UTM 17 - 0.99998275 x 1.00012969 = 1.00011244 EZ3268 EZ3268: Primary Azimuth Mark Grid Az EZ3268:SPC NC - CARY SENIOR HIGH SCHOOL TANK 290 20 51.0 EZ3268:UTM 17 - CARY SENIOR HIGH SCHOOL TANK 289 10 35.0 EZ3268 EZ3268|---------------------------------------------------------------------| EZ3268| PID Reference Object Distance Geod. Az | EZ3268| dddmmss.s | EZ3268| EZ3269 OLDTRYON 197.859 METERS 20443 | EZ3268| CS7388 CARY SENIOR HIGH SCHOOL TANK 2903059.7 | EZ3268|---------------------------------------------------------------------| EZ3268 EZ3268 SUPERSEDED SURVEY CONTROL EZ3268 EZ3268 NAVD 88 (03/04/92) 142.58 (m) 467.8 (f) LEVELING 3 EZ3268 NGVD 29 (12/28/92) 142.84 (m) 468.6 (f) LEVELING 3 EZ3268 EZ3268.Superseded values are not recommended for survey control. EZ3268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3268.See file dsdata.txt to determine how the superseded data were derived. EZ3268 EZ3268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0732358828(NAD 83) EZ3268_MARKER: DH = HORIZONTAL CONTROL DISK EZ3268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3268_SP_SET: CONCRETE POST EZ3268_STAMPING: LAKEDAM 1984 EZ3268_MARK LOGO: NCGS EZ3268_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ3268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3268+STABILITY: SURFACE MOTION EZ3268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ3268+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2004 EZ3268 EZ3268 HISTORY - Date Condition Report By EZ3268 HISTORY - 1984 MONUMENTED NCGS EZ3268 HISTORY - 1984 GOOD NCGS EZ3268 HISTORY - 1985 GOOD USPSQD EZ3268 HISTORY - 1987 GOOD USPSQD EZ3268 HISTORY - 19881031 GOOD NCGS EZ3268 HISTORY - 19910416 GOOD USPSQD EZ3268 HISTORY - 20010207 GOOD LOCSUR EZ3268 HISTORY - 20030408 GOOD USPSQD EZ3268 HISTORY - 20040521 GOOD USPSQD EZ3268 EZ3268 STATION DESCRIPTION EZ3268 EZ3268'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ3268'THE STATION IS LOCATED ABOUT 6.8 KM (4.2 MI) SOUTHWEST OF THE EZ3268'CAPITOL SQUARE IN RALEIGH. EZ3268' EZ3268'AT THE LAKE DAM ROAD (SR 1427) OVERPASS OF I 40, AT THE SOUTHWEST EZ3268'CORNER OF THE BRIDGE, BETWEEN THE GUARD RAIL AND THE ROAD. EZ3268' EZ3268'THE STATION IS A STANDARD NCGS DISK STAMPED---LAKEDAM 1984---, EZ3268'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ3268'25 CM IN DIAMETER RECESSED 10 CM BELOW GROUND. LOCATED EZ3268'4.8 METERS (15.8 FT) NORTHWEST OF THE CENTERLINE OF THE ROAD, EZ3268'8.2 METERS (27.0 FT) SOUTH OF THE SOUTHWEST END OF THE ABUTMENT, EZ3268'2.1 METERS (6.8 FT) SOUTHEAST OF THE GUARD RAIL, EZ3268'4.8 METERS (15.6 FT) NORTHEAST OF A SIGN POST, AND EZ3268'20.0 METERS (65.8 FT) WEST OF A POWER POLE (500) WITH A REFERENCE EZ3268'TAG. EZ3268' EZ3268'MARK IS LEVEL WITH ROAD. EZ3268 EZ3268 STATION RECOVERY (1984) EZ3268 EZ3268'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ3268'6.8 KM (4.2 MI) SW FROM RALEIGH. EZ3268'THE STATION IS LOCATED ABOUT 6.8 KM (4.2 MI) SOUTHWEST OF THE CAPITOL EZ3268'SQUARE IN RALEIGH. AT THE LAKE DAM ROAD (SR 1427) OVERPASS OF I 40, EZ3268'AT THE SOUTHWEST CORNER OF THE BRIDGE, BETWEEN THE GUARD RAIL AND THE EZ3268'ROAD. THE STATION IS A STANDARD NCGS DISK STAMPED---LAKEDAM 1984---, EZ3268'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER EZ3268'RECESSED 10 CM BELOW GROUND. LOCATED 4.8 METERS (15.8 FT) NORTHWEST EZ3268'OF THE CENTERLINE OF THE ROAD, 8.2 METERS (27.0 FT) SOUTH OF THE EZ3268'SOUTHWEST END OF THE ABUTMENT, 2.1 METERS (6.8 FT) SOUTHEAST OF THE EZ3268'GUARD RAIL, 4.8 METERS (15.6 FT) NORTHEAST OF A SIGN POST, AND 20.0 EZ3268'METERS (65.8 FT) WEST OF A POWER POLE (500) WITH A REFERENCE TAG. EZ3268 EZ3268 STATION RECOVERY (1985) EZ3268 EZ3268'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ3268'RECOVERED IN GOOD CONDITION. EZ3268 EZ3268 STATION RECOVERY (1987) EZ3268 EZ3268'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ3268'RECOVERED IN GOOD CONDITION. EZ3268 EZ3268 STATION RECOVERY (1988) EZ3268 EZ3268'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ3268'RECOVERED IN GOOD CONDITION. EZ3268 EZ3268 STATION RECOVERY (1991) EZ3268 EZ3268'RECOVERY NOTE BY US POWER SQUADRON 1991 (GS) EZ3268'RECOVERED IN GOOD CONDITION. EZ3268 EZ3268 STATION RECOVERY (2001) EZ3268 EZ3268'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (GWC) EZ3268'THERE ARE THREE WOODEN STAKES IN THE GROUND SURROUNDING THE DISC EZ3268'MAKING IT VERY EASY TO FIND. EZ3268 EZ3268 STATION RECOVERY (2003) EZ3268 EZ3268'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ3268'RECOVERED IN GOOD CONDITION. EZ3268 EZ3268 STATION RECOVERY (2004) EZ3268 EZ3268'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ3268'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4406 *********************************************************************** EZ4406 DESIGNATION - LAMBERT EZ4406 PID - EZ4406 EZ4406 STATE/COUNTY- NC/WAKE EZ4406 USGS QUAD - ZEBULON (1981) EZ4406 EZ4406 *CURRENT SURVEY CONTROL EZ4406 ___________________________________________________________________ EZ4406* NAD 83(1986)- 35 49 19.90452(N) 078 20 48.53750(W) ADJUSTED EZ4406* NAVD 88 - 84.2 (meters) 276. (feet) VERTCON EZ4406 ___________________________________________________________________ EZ4406 LAPLACE CORR- -4.46 (seconds) DEFLEC99 EZ4406 GEOID HEIGHT- -33.96 (meters) GEOID03 EZ4406 EZ4406 HORZ ORDER - SECOND EZ4406 EZ4406.The North Carolina HARNS have been completed but, EZ4406.due to contractual restrictions, coordinates for these stations EZ4406.will NOT be published in the near future. In the interim, the EZ4406.published coordinates in North Carolina will not be EZ4406.consistent with the Continuously Operating Reference Stations EZ4406.(CORS). The HARN coordinates for these stations are available EZ4406.upon request. Contact Gary Thompson(919-733-3836). EZ4406. EZ4406.In addition, the published North Carolina positions EZ4406.(NAD 83 (1986)) are NOT consistent with those determined in EZ4406.adjacent state readjustments. The discontinuity between stations EZ4406.located in North Carolina and those in adjacent states EZ4406.which have been adjusted to the HARN may be as much as 5 EZ4406.decimeters. This will result in a significant loss of accuracy EZ4406.over lines crossing such state borders. EZ4406 EZ4406 EZ4406.The horizontal coordinates were established by classical geodetic methods EZ4406.and adjusted by the National Geodetic Survey in July 1986. EZ4406 EZ4406.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4406 EZ4406.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4406 EZ4406.The geoid height was determined by GEOID03. EZ4406 EZ4406; North East Units Scale Factor Converg. EZ4406;SPC NC - 230,067.394 668,621.591 MT 0.99992205 +0 22 37.2 EZ4406;SPC NC - 754,812.78 2,193,636.00 sFT 0.99992205 +0 22 37.2 EZ4406;UTM 17 - 3,967,477.026 739,687.996 MT 1.00030798 +1 33 12.9 EZ4406 EZ4406! - Elev Factor x Scale Factor = Combined Factor EZ4406!SPC NC - 0.99999211 x 0.99992205 = 0.99991416 EZ4406!UTM 17 - 0.99999211 x 1.00030798 = 1.00030009 EZ4406 EZ4406 SUPERSEDED SURVEY CONTROL EZ4406 EZ4406 NAD 27 - 35 49 19.34978(N) 078 20 49.53768(W) AD( ) 2 EZ4406 NGVD 29 (07/19/86) 84.5 (m) 277. (f) VERT ANG EZ4406 EZ4406.Superseded values are not recommended for survey control. EZ4406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4406.See file dsdata.txt to determine how the superseded data were derived. EZ4406 EZ4406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3968867477(NAD 83) EZ4406_MARKER: DE = TRAVERSE STATION DISK EZ4406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4406_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4406_STAMPING: LAMBERT 1969 EZ4406_MARK LOGO: NCGS EZ4406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4406+STABILITY: SURFACE MOTION EZ4406 EZ4406 HISTORY - Date Condition Report By EZ4406 HISTORY - 1969 MONUMENTED NCGS EZ4406 HISTORY - 1976 MARK NOT FOUND NGS EZ4406 EZ4406 STATION DESCRIPTION EZ4406 EZ4406'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ4406'LAMBERT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ4406'IN THE VICINITY OF ZEBULON, NORTH CAROLINA. EZ4406' EZ4406'LAMBERT IS LOCATED APPROXIMATELY 1.4 MILES WEST OF ZEBULON. TO EZ4406'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 64 EZ4406'BYPASS AND U.S. 64 BUSINESS AT WEST END OF ZEBULON, GO WEST ON EZ4406'U.S. 64 BYPASS FOR 1.45 MILES TO STATION ON NORTH SIDE OF ROAD EZ4406'BETWEEN DRIVEWAYS LEADING TO THE LAMBERT HOUSE. EZ4406' EZ4406'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ4406'LAMBERT 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ4406'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ4406' EZ4406'MARK IS EZ4406' EZ4406'46.7 FT N OF C/L OF U.S. 64 BYPASS EZ4406' EZ4406'14.6 FT W OF C/L OF DIRT DRIVEWAY EZ4406' EZ4406'59.7 FT E OF C/L OF DIRT DRIVEWAY EZ4406' EZ4406'132.9 FT NW OF PP WITH ALUMINUM REF. TAG EZ4406' EZ4406'168.5 FT WNW OF W END OF CULVERT UNDER DIRT DRIVEWAY EZ4406' EZ4406'90.9 FT SSW OF SW CORNER OF GARAGE OF LAMBERT RESIDENCE EZ4406 EZ4406 STATION RECOVERY (1976) EZ4406 EZ4406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ACD) EZ4406'BANK GRADED AND E DRIVEWAY TO RESIDENCE IS GONE. STATION PROBABLY EZ4406'LOST. EZ4406' EZ4406'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EZ4406'1.4 MILES W OF ZEBULON. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5694 *********************************************************************** EZ5694 DESIGNATION - LAMP EZ5694 PID - EZ5694 EZ5694 STATE/COUNTY- NC/WAKE EZ5694 USGS QUAD - KNIGHTDALE (1993) EZ5694 EZ5694 *CURRENT SURVEY CONTROL EZ5694 ___________________________________________________________________ EZ5694* NAD 83(1986)- 35 48 02.76553(N) 078 23 30.00632(W) ADJUSTED EZ5694* NAVD 88 - 101.9 (meters) 334. (feet) VERTCON EZ5694 ___________________________________________________________________ EZ5694 LAPLACE CORR- -5.10 (seconds) DEFLEC99 EZ5694 GEOID HEIGHT- -33.87 (meters) GEOID03 EZ5694 EZ5694 HORZ ORDER - SECOND EZ5694 EZ5694.The North Carolina HARNS have been completed but, EZ5694.due to contractual restrictions, coordinates for these stations EZ5694.will NOT be published in the near future. In the interim, the EZ5694.published coordinates in North Carolina will not be EZ5694.consistent with the Continuously Operating Reference Stations EZ5694.(CORS). The HARN coordinates for these stations are available EZ5694.upon request. Contact Gary Thompson(919-733-3836). EZ5694. EZ5694.In addition, the published North Carolina positions EZ5694.(NAD 83 (1986)) are NOT consistent with those determined in EZ5694.adjacent state readjustments. The discontinuity between stations EZ5694.located in North Carolina and those in adjacent states EZ5694.which have been adjusted to the HARN may be as much as 5 EZ5694.decimeters. This will result in a significant loss of accuracy EZ5694.over lines crossing such state borders. EZ5694 EZ5694 EZ5694.The horizontal coordinates were established by classical geodetic methods EZ5694.and adjusted by the National Geodetic Survey in January 1990. EZ5694 EZ5694.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5694 EZ5694.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5694 EZ5694.The geoid height was determined by GEOID03. EZ5694 EZ5694; North East Units Scale Factor Converg. EZ5694;SPC NC - 227,664.379 664,583.436 MT 0.99991840 +0 21 04.0 EZ5694;SPC NC - 746,928.88 2,180,387.49 sFT 0.99991840 +0 21 04.0 EZ5694;UTM 17 - 3,964,990.706 735,698.510 MT 1.00028461 +1 31 35.4 EZ5694 EZ5694! - Elev Factor x Scale Factor = Combined Factor EZ5694!SPC NC - 0.99998933 x 0.99991840 = 0.99990773 EZ5694!UTM 17 - 0.99998933 x 1.00028461 = 1.00027394 EZ5694 EZ5694: Primary Azimuth Mark Grid Az EZ5694:SPC NC - LEDFORD 118 29 50.8 EZ5694:UTM 17 - LEDFORD 117 19 19.4 EZ5694 EZ5694|---------------------------------------------------------------------| EZ5694| PID Reference Object Distance Geod. Az | EZ5694| dddmmss.s | EZ5694| EZ5696 LEDFORD APPROX. 0.8 KM 1185054.8 | EZ5694|---------------------------------------------------------------------| EZ5694 EZ5694 SUPERSEDED SURVEY CONTROL EZ5694 EZ5694 NGVD 29 (01/12/90) 102.1 (m) 335. (f) VERT ANG EZ5694 EZ5694.Superseded values are not recommended for survey control. EZ5694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5694.See file dsdata.txt to determine how the superseded data were derived. EZ5694 EZ5694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3569964991(NAD 83) EZ5694_MARKER: DE = TRAVERSE STATION DISK EZ5694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5694_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5694+STABILITY: SURFACE MOTION EZ5694_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ5694+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005 EZ5694 EZ5694 HISTORY - Date Condition Report By EZ5694 HISTORY - 1980 MONUMENTED NCGS EZ5694 HISTORY - 20050415 GOOD USPSQD EZ5694 EZ5694 STATION DESCRIPTION EZ5694 EZ5694'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EZ5694'THE STATION IS LOCATED APPROXIMATELY 1.6 MILES NORTHWEST OF WENDELL, EZ5694'AND 4.5 MILES WEST-SOUTHWEST OF ZEBULON. EZ5694' EZ5694'TO REACH THE STATION FROM THE INTERSECTION OF US 64 BUSINESS WITH NC EZ5694'97 AT HEPHZIBAH CHURCH, PROCEED EAST ALONG US 64 BUSINESS FOR 0.6 EZ5694'MILE TO STATION ON THE LEFT, IN FRONT OF A 1-1/2 STORY WHITE FRAME EZ5694'HOUSE, AND DIRECTLY ACROSS HIGHWAY FROM A BRICK HOUSE AND 0.1 MILE EZ5694'WEST OF SR 2364. EZ5694' EZ5694'STATION MARK IS A STANDARD DISK STAMPED---LAMP 1980---SET IN TOP OF A EZ5694'10 INCH CONCRETE CYLINDER FLUSH WITH GROUND SURFACE. THE MARK IS 26.0 EZ5694'FEET NORTH-NORTHEAST OF THE CENTERLINE OF US 64 BUSINESS, 69.7 FEET EZ5694'EAST-SOUTHEAST OF CENTER OF MANHOLE COVER IN NORTH SHOULDER, 79.0 FEET EZ5694'SOUTHEAST OF 36 INCH OAK AT SOUTHWEST CORNER OF YARD, 73.0 FEET EZ5694'SOUTH-SOUTHWEST OF METAL LAMP POST, 55.8 FEET WEST-SOUTHWEST OF 18 EZ5694'INCH MAPLE AT EAST SIDE OF YARD, AND 68.8 FEET NORTH OF POWER POLE EZ5694'NO.25 WITH REFERENCE TAG. EZ5694 EZ5694 STATION RECOVERY (2005) EZ5694 EZ5694'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ5694'N 35 48.045 EZ5694'W 078 23.501 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5356 *********************************************************************** EZ5356 DESIGNATION - LANA EZ5356 PID - EZ5356 EZ5356 STATE/COUNTY- NC/WAKE EZ5356 USGS QUAD - NEW HILL (1983) EZ5356 EZ5356 *CURRENT SURVEY CONTROL EZ5356 ___________________________________________________________________ EZ5356* NAD 83(1986)- 35 40 34.55152(N) 078 56 02.64598(W) ADJUSTED EZ5356* NAVD 88 - 103.9 (meters) 341. (feet) VERTCON EZ5356 ___________________________________________________________________ EZ5356 LAPLACE CORR- -6.02 (seconds) DEFLEC99 EZ5356 GEOID HEIGHT- -32.05 (meters) GEOID03 EZ5356 EZ5356 HORZ ORDER - SECOND EZ5356 EZ5356.The North Carolina HARNS have been completed but, EZ5356.due to contractual restrictions, coordinates for these stations EZ5356.will NOT be published in the near future. In the interim, the EZ5356.published coordinates in North Carolina will not be EZ5356.consistent with the Continuously Operating Reference Stations EZ5356.(CORS). The HARN coordinates for these stations are available EZ5356.upon request. Contact Gary Thompson(919-733-3836). EZ5356. EZ5356.In addition, the published North Carolina positions EZ5356.(NAD 83 (1986)) are NOT consistent with those determined in EZ5356.adjacent state readjustments. The discontinuity between stations EZ5356.located in North Carolina and those in adjacent states EZ5356.which have been adjusted to the HARN may be as much as 5 EZ5356.decimeters. This will result in a significant loss of accuracy EZ5356.over lines crossing such state borders. EZ5356 EZ5356 EZ5356.The horizontal coordinates were established by classical geodetic methods EZ5356.and adjusted by the National Geodetic Survey in July 1986. EZ5356 EZ5356.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5356 EZ5356.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5356 EZ5356.The geoid height was determined by GEOID03. EZ5356 EZ5356; North East Units Scale Factor Converg. EZ5356;SPC NC - 213,684.929 615,569.466 MT 0.99989996 +0 02 17.0 EZ5356;SPC NC - 701,064.64 2,019,580.82 sFT 0.99989996 +0 02 17.0 EZ5356;UTM 17 - 3,950,008.764 686,968.605 MT 1.00003079 +1 12 18.8 EZ5356 EZ5356! - Elev Factor x Scale Factor = Combined Factor EZ5356!SPC NC - 0.99998872 x 0.99989996 = 0.99988868 EZ5356!UTM 17 - 0.99998872 x 1.00003079 = 1.00001951 EZ5356 EZ5356: Primary Azimuth Mark Grid Az EZ5356:SPC NC - RALPH 351 10 36.9 EZ5356:UTM 17 - RALPH 350 00 35.1 EZ5356 EZ5356|---------------------------------------------------------------------| EZ5356| PID Reference Object Distance Geod. Az | EZ5356| dddmmss.s | EZ5356| EZ5357 ERIC 455.348 METERS 1513611.2 | EZ5356| EZ5355 RALPH 437.162 METERS 3511253.9 | EZ5356|---------------------------------------------------------------------| EZ5356 EZ5356 SUPERSEDED SURVEY CONTROL EZ5356 EZ5356 NAD 27 - 35 40 34.01065(N) 078 56 03.61324(W) AD( ) 2 EZ5356 NGVD 29 (07/19/86) 104.2 (m) 342. (f) VERT ANG EZ5356 EZ5356.Superseded values are not recommended for survey control. EZ5356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5356.See file dsdata.txt to determine how the superseded data were derived. EZ5356 EZ5356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8696950009(NAD 83) EZ5356_MARKER: DE = TRAVERSE STATION DISK EZ5356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5356_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5356_STAMPING: LANA 1970 EZ5356_MARK LOGO: NCGS EZ5356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5356+STABILITY: SURFACE MOTION EZ5356 EZ5356 HISTORY - Date Condition Report By EZ5356 HISTORY - 1970 MONUMENTED NCGS EZ5356 EZ5356 STATION DESCRIPTION EZ5356 EZ5356'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ5356'LANA IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ5356'VICINITY OF NEW HILL, NORTH CAROLINA. EZ5356' EZ5356'LANA IS LOCATED APPROXIMATELY 0.3 MILE SOUTHEAST OF NEW HILL. TO EZ5356'REACH STATION PROCEED FROM THE INTERSECTION OF SR 1011 (OLD US 1) EZ5356'WITH SR 1141 GOING NORTHWEST AND SR 1135 GOING SOUTHEAST IN THE TOWN EZ5356'OF NEW HILL, GO SOUTHEAST ON SR 1135 FOR 0.05 MILE TO RAILROAD EZ5356'CROSSING, CONTINUE SOUTHEAST ON SR 1135 FOR 0.25 MILE TO STATION ON EZ5356'THE RIGHT, ON THE BANK NEAR MIDDLE OF CURVE TO THE LEFT AND 0.3 EZ5356'MILE NORTHWEST OF SR 1166. EZ5356' EZ5356'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ5356'LANA 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ5356'IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5356' EZ5356'MARK IS-- EZ5356'31.0 FEET WSW OF C/L OF SR 1135. EZ5356'90.3 FEET NW OF ALUMINUM REF. TAG ON PP NO. 4634 W/TRANSFORMER. EZ5356'91.3 FEET SSE OF ALUMINUM REF. TAG ON 8 INCH PINE. EZ5356'91.5 FEET SSE OF ALUMINUM REF. TAG ON 10 INCH OAK. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4348 *********************************************************************** EZ4348 DESIGNATION - LANE EZ4348 PID - EZ4348 EZ4348 STATE/COUNTY- NC/WAKE EZ4348 USGS QUAD - CLAYTON (1993) EZ4348 EZ4348 *CURRENT SURVEY CONTROL EZ4348 ___________________________________________________________________ EZ4348* NAD 83(1986)- 35 44 38.27075(N) 078 29 13.58696(W) ADJUSTED EZ4348* NAVD 88 - 83.6 (meters) 274. (feet) VERTCON EZ4348 ___________________________________________________________________ EZ4348 LAPLACE CORR- -6.28 (seconds) DEFLEC99 EZ4348 GEOID HEIGHT- -33.66 (meters) GEOID03 EZ4348 EZ4348 HORZ ORDER - SECOND EZ4348 EZ4348.The North Carolina HARNS have been completed but, EZ4348.due to contractual restrictions, coordinates for these stations EZ4348.will NOT be published in the near future. In the interim, the EZ4348.published coordinates in North Carolina will not be EZ4348.consistent with the Continuously Operating Reference Stations EZ4348.(CORS). The HARN coordinates for these stations are available EZ4348.upon request. Contact Gary Thompson(919-733-3836). EZ4348. EZ4348.In addition, the published North Carolina positions EZ4348.(NAD 83 (1986)) are NOT consistent with those determined in EZ4348.adjacent state readjustments. The discontinuity between stations EZ4348.located in North Carolina and those in adjacent states EZ4348.which have been adjusted to the HARN may be as much as 5 EZ4348.decimeters. This will result in a significant loss of accuracy EZ4348.over lines crossing such state borders. EZ4348 EZ4348 EZ4348.The horizontal coordinates were established by classical geodetic methods EZ4348.and adjusted by the National Geodetic Survey in July 1986. EZ4348 EZ4348.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4348 EZ4348.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4348 EZ4348.The geoid height was determined by GEOID03. EZ4348 EZ4348; North East Units Scale Factor Converg. EZ4348;SPC NC - 221,313.605 655,990.108 MT 0.99990940 +0 17 45.7 EZ4348;SPC NC - 726,093.05 2,152,194.21 sFT 0.99990940 +0 17 45.7 EZ4348;UTM 17 - 3,958,462.944 727,234.168 MT 1.00023632 +1 28 06.9 EZ4348 EZ4348! - Elev Factor x Scale Factor = Combined Factor EZ4348!SPC NC - 0.99999216 x 0.99990940 = 0.99990156 EZ4348!UTM 17 - 0.99999216 x 1.00023632 = 1.00022848 EZ4348 EZ4348 SUPERSEDED SURVEY CONTROL EZ4348 EZ4348 NAD 27 - 35 44 37.72707(N) 078 29 14.58407(W) AD( ) 2 EZ4348 NGVD 29 (07/19/86) 83.9 (m) 275. (f) VERT ANG EZ4348 EZ4348.Superseded values are not recommended for survey control. EZ4348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4348.See file dsdata.txt to determine how the superseded data were derived. EZ4348 EZ4348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2723458463(NAD 83) EZ4348_MARKER: DE = TRAVERSE STATION DISK EZ4348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4348_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4348_STAMPING: LANE 1965 EZ4348_MARK LOGO: NCGS EZ4348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4348+STABILITY: SURFACE MOTION EZ4348 EZ4348 HISTORY - Date Condition Report By EZ4348 HISTORY - 1965 MONUMENTED NCGS EZ4348 EZ4348 STATION DESCRIPTION EZ4348 EZ4348'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ4348'LANE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ4348'THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ4348' EZ4348'LANE IS 8.9 MILES SE OF RALEIGH. LOCATED AT INTERSECTION OF EZ4348'SR 2555 AND SR 2511. TO REACH STATION FROM BETHLEHEM BAPTIST EZ4348'CHURCH, GO SW 0.65 MILES ALONG SR 2049 TO SR 2511. TURN RIGHT EZ4348'(WEST) ON SR 2511 FOR 0.2 MILES TO INTERSECTION OF SR 2555. N EZ4348'OF INTERSECTION AND ON SHOULDER OF ROAD. EZ4348' EZ4348'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ4348'LANE 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ4348'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ4348' EZ4348'MARK IS EZ4348' EZ4348'13.7 FT N OF C/L OF SR 2511 EZ4348' EZ4348'4.0 FT N OF YELLOW ARROW PAINTED ON SR 2511 EZ4348' EZ4348'46.9 FT W OF TP WITH ALUMINUM REF. TAG EZ4348' EZ4348'46.0 FT E OF WEIGHT LIMIT SIGN WITH ALUMINUM REF. TAG EZ4348' EZ4348'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5337 *********************************************************************** EZ5337 DESIGNATION - LANGDON EZ5337 PID - EZ5337 EZ5337 STATE/COUNTY- NC/WAKE EZ5337 USGS QUAD - FUQUAY-VARINA (1993) EZ5337 EZ5337 *CURRENT SURVEY CONTROL EZ5337 ___________________________________________________________________ EZ5337* NAD 83(1986)- 35 33 08.73316(N) 078 45 23.30666(W) ADJUSTED EZ5337* NAVD 88 - 116.58 (+/-2cm) 382.5 (feet) VERTCON EZ5337 ___________________________________________________________________ EZ5337 LAPLACE CORR- -4.54 (seconds) DEFLEC99 EZ5337 GEOID HEIGHT- -32.89 (meters) GEOID03 EZ5337 EZ5337 HORZ ORDER - SECOND EZ5337 VERT ORDER - THIRD ? (See Below) EZ5337 EZ5337.The North Carolina HARNS have been completed but, EZ5337.due to contractual restrictions, coordinates for these stations EZ5337.will NOT be published in the near future. In the interim, the EZ5337.published coordinates in North Carolina will not be EZ5337.consistent with the Continuously Operating Reference Stations EZ5337.(CORS). The HARN coordinates for these stations are available EZ5337.upon request. Contact Gary Thompson(919-733-3836). EZ5337. EZ5337.In addition, the published North Carolina positions EZ5337.(NAD 83 (1986)) are NOT consistent with those determined in EZ5337.adjacent state readjustments. The discontinuity between stations EZ5337.located in North Carolina and those in adjacent states EZ5337.which have been adjusted to the HARN may be as much as 5 EZ5337.decimeters. This will result in a significant loss of accuracy EZ5337.over lines crossing such state borders. EZ5337 EZ5337 EZ5337.The horizontal coordinates were established by classical geodetic methods EZ5337.and adjusted by the National Geodetic Survey in July 1986. EZ5337 EZ5337.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5337.The vertical order pertains to the NGVD 29 superseded value. EZ5337 EZ5337.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5337 EZ5337.The geoid height was determined by GEOID03. EZ5337 EZ5337; North East Units Scale Factor Converg. EZ5337;SPC NC - 199,971.395 631,679.281 MT 0.99988631 +0 08 26.0 EZ5337;SPC NC - 656,072.82 2,072,434.44 sFT 0.99988631 +0 08 26.0 EZ5337;UTM 17 - 3,936,623.472 703,357.000 MT 1.00010963 +1 18 17.8 EZ5337 EZ5337! - Elev Factor x Scale Factor = Combined Factor EZ5337!SPC NC - 0.99998686 x 0.99988631 = 0.99987318 EZ5337!UTM 17 - 0.99998686 x 1.00010963 = 1.00009649 EZ5337 EZ5337: Primary Azimuth Mark Grid Az EZ5337:SPC NC - FLYING 158 57 15.9 EZ5337:UTM 17 - FLYING 157 47 24.1 EZ5337 EZ5337|---------------------------------------------------------------------| EZ5337| PID Reference Object Distance Geod. Az | EZ5337| dddmmss.s | EZ5337| EZ5341 FLYING APPROX. 0.8 KM 1590541.9 | EZ5337|---------------------------------------------------------------------| EZ5337 EZ5337 SUPERSEDED SURVEY CONTROL EZ5337 EZ5337 NAD 27 - 35 33 08.16618(N) 078 45 24.26449(W) AD( ) 2 EZ5337 NGVD 29 (07/19/86) 116.83 (m) 383.3 (f) LEVELING 3 EZ5337 EZ5337.Superseded values are not recommended for survey control. EZ5337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5337.See file dsdata.txt to determine how the superseded data were derived. EZ5337 EZ5337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0335736623(NAD 83) EZ5337_MARKER: DE = TRAVERSE STATION DISK EZ5337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5337_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5337_STAMPING: LANGDON 1972 EZ5337_MARK LOGO: NCGS EZ5337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5337+STABILITY: SURFACE MOTION EZ5337 EZ5337 HISTORY - Date Condition Report By EZ5337 HISTORY - 1972 MONUMENTED NCGS EZ5337 EZ5337 STATION DESCRIPTION EZ5337 EZ5337'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ5337'LANGDON IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ5337'THE VICINITY OF ANGIER, NORTH CAROLINA. EZ5337' EZ5337'LANGDON IS LOCATED APPROXIMATELY 3.2 MILES NNW OF ANGIER. TO REACH EZ5337'STATION FROM THE INTERSECTION OF NC 55 AND NC 210 IN ANGIER, PROCEED EZ5337'NORTH ALONG NC 55 FOR 3.35 MILES TO STATION ON LEFT ON SHOULDER OF EZ5337'ROAD, 0.1 MILE NORTH OF INTERSECTION WITH SR 2780, 0.1 MILE EZ5337'SOUTHWEST OF RR OVERPASS, APPROXIMATELY 50 FEET EAST OF OLD NC 55 EZ5337'ROADBED ON CREST OF A 30 FOOT EMBANKMENT. EZ5337' EZ5337'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED LANGDON EZ5337'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EZ5337'4 INCHES BELOW THE GROUND. EZ5337' EZ5337'MARK IS-- EZ5337'18.4 FEET WSW OF C/L OF NC 55. EZ5337'41.5 FEET W OF DRAIN CULVERT ON E SIDE OF HIGHWAY. EZ5337'7.7 FEET S OF 4X4 HIGHWAY SIGN POST. EZ5337'41.8 FEET N OF 4X4 HIGHWAY SIGN POST. EZ5337'37.8 FEET SW OF 4X4 HIGHWAY SIGN POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5238 *********************************************************************** EZ5238 DESIGNATION - LASSITER EZ5238 PID - EZ5238 EZ5238 STATE/COUNTY- NC/WAKE EZ5238 USGS QUAD - GARNER (1993) EZ5238 EZ5238 *CURRENT SURVEY CONTROL EZ5238 ___________________________________________________________________ EZ5238* NAD 83(1986)- 35 38 09.05703(N) 078 36 49.28504(W) ADJUSTED EZ5238* NAVD 88 - 110.4 (meters) 362. (feet) VERTCON EZ5238 ___________________________________________________________________ EZ5238 LAPLACE CORR- -7.10 (seconds) DEFLEC99 EZ5238 GEOID HEIGHT- -33.27 (meters) GEOID03 EZ5238 EZ5238 HORZ ORDER - SECOND EZ5238 EZ5238.The North Carolina HARNS have been completed but, EZ5238.due to contractual restrictions, coordinates for these stations EZ5238.will NOT be published in the near future. In the interim, the EZ5238.published coordinates in North Carolina will not be EZ5238.consistent with the Continuously Operating Reference Stations EZ5238.(CORS). The HARN coordinates for these stations are available EZ5238.upon request. Contact Gary Thompson(919-733-3836). EZ5238. EZ5238.In addition, the published North Carolina positions EZ5238.(NAD 83 (1986)) are NOT consistent with those determined in EZ5238.adjacent state readjustments. The discontinuity between stations EZ5238.located in North Carolina and those in adjacent states EZ5238.which have been adjusted to the HARN may be as much as 5 EZ5238.decimeters. This will result in a significant loss of accuracy EZ5238.over lines crossing such state borders. EZ5238 EZ5238 EZ5238.The horizontal coordinates were established by classical geodetic methods EZ5238.and adjusted by the National Geodetic Survey in July 1986. EZ5238 EZ5238.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5238 EZ5238.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5238 EZ5238.The geoid height was determined by GEOID03. EZ5238 EZ5238; North East Units Scale Factor Converg. EZ5238;SPC NC - 209,267.316 644,587.990 MT 0.99989499 +0 13 22.7 EZ5238;SPC NC - 686,571.19 2,114,785.76 sFT 0.99989499 +0 13 22.7 EZ5238;UTM 17 - 3,946,182.582 716,077.054 MT 1.00017538 +1 23 27.2 EZ5238 EZ5238! - Elev Factor x Scale Factor = Combined Factor EZ5238!SPC NC - 0.99998789 x 0.99989499 = 0.99988288 EZ5238!UTM 17 - 0.99998789 x 1.00017538 = 1.00016326 EZ5238 EZ5238 SUPERSEDED SURVEY CONTROL EZ5238 EZ5238 NAD 27 - 35 38 08.50478(N) 078 36 50.26120(W) AD( ) 2 EZ5238 NGVD 29 (07/19/86) 110.7 (m) 363. (f) VERT ANG EZ5238 EZ5238.Superseded values are not recommended for survey control. EZ5238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5238.See file dsdata.txt to determine how the superseded data were derived. EZ5238 EZ5238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1607746183(NAD 83) EZ5238_MARKER: DE = TRAVERSE STATION DISK EZ5238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5238_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5238_STAMPING: LASSITER 1968 EZ5238_MARK LOGO: NCGS EZ5238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5238+STABILITY: SURFACE MOTION EZ5238 EZ5238 HISTORY - Date Condition Report By EZ5238 HISTORY - 1968 MONUMENTED NCGS EZ5238 HISTORY - 1976 SEE DESCRIPTION NGS EZ5238 HISTORY - 20040806 MARK NOT FOUND USPSQD EZ5238 EZ5238 STATION DESCRIPTION EZ5238 EZ5238'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EZ5238'LASSITER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5238'IN THE VICINITY OF CLAYTON, NORTH CAROLINA. EZ5238' EZ5238'LASSITER IS LOCATED APPROXIMATELY 5.0 MILES SSW OF THE CENTER EZ5238'OF GARNER. TO REACH STATION PROCEED FROM THE INTERSECTION OF EZ5238'NC 50 WITH U.S. 70 IN GARNER, GO SOUTH ON NC 50 FOR 5.15 MILES TO EZ5238'INTERSECTION OF SR 1010 AND STATION. WHICH IS IN THE SOUTHWEST EZ5238'QUADRANT OF INTERSECTION ACROSS ROAD FROM LASSITERS GROCERY. EZ5238' EZ5238'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5238'LASSITER 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ5238'OF WHICH IS 10 INCHES BELOW THE SURFACE OF THE GROUND. EZ5238' EZ5238'MARK IS EZ5238' EZ5238'50.5 FT WSW OF C/L OF NC 50 EZ5238' EZ5238'27.3 FT N OF PP 99 WITH ALUMINUM REF. TAG IN SW QUADRANT OF EZ5238'INTERSECTION EZ5238' EZ5238'20.3 FT WNW OF 4X4 POST WITH STOP SIGN AND ALUMINUM REF. TAG EZ5238'ON S SIDE OF SR 1010 EZ5238' EZ5238'112.0 FT NW OF 4X4 POST WITH SPEED LIMIT 60 SIGN, AND WITH EZ5238'ALUMINUM REF. TAG ON W SIDE OF NC 50 EZ5238' EZ5238'115.0 FT SSW OF S BRICK PILLAR IN FRONT OF LASSITERS GROCERY EZ5238 EZ5238 STATION RECOVERY (1976) EZ5238 EZ5238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ACD) EZ5238'DESTROYED BY ROAD GRADER. EZ5238' EZ5238'LASSITER 2 1976 ESTABLISHED IN VICINITY. EZ5238' EZ5238'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EZ5238'5.0 MILES SSW OF GARNER. EZ5238 EZ5238 STATION RECOVERY (2004) EZ5238 EZ5238'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM) EZ5238'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2221 *********************************************************************** EZ2221 DESIGNATION - LASSITER 2 EZ2221 PID - EZ2221 EZ2221 STATE/COUNTY- NC/WAKE EZ2221 USGS QUAD - GARNER (1993) EZ2221 EZ2221 *CURRENT SURVEY CONTROL EZ2221 ___________________________________________________________________ EZ2221* NAD 83(1986)- 35 38 11.75183(N) 078 36 50.61814(W) ADJUSTED EZ2221* NAVD 88 - 109.755 (meters) 360.09 (feet) ADJUSTED EZ2221 ___________________________________________________________________ EZ2221 LAPLACE CORR- -7.11 (seconds) DEFLEC99 EZ2221 GEOID HEIGHT- -33.27 (meters) GEOID03 EZ2221 DYNAMIC HT - 109.658 (meters) 359.77 (feet) COMP EZ2221 MODELED GRAV- 979,752.0 (mgal) NAVD 88 EZ2221 EZ2221 HORZ ORDER - SECOND EZ2221 VERT ORDER - SECOND CLASS II EZ2221 EZ2221.The North Carolina HARNS have been completed but, EZ2221.due to contractual restrictions, coordinates for these stations EZ2221.will NOT be published in the near future. In the interim, the EZ2221.published coordinates in North Carolina will not be EZ2221.consistent with the Continuously Operating Reference Stations EZ2221.(CORS). The HARN coordinates for these stations are available EZ2221.upon request. Contact Gary Thompson(919-733-3836). EZ2221. EZ2221.In addition, the published North Carolina positions EZ2221.(NAD 83 (1986)) are NOT consistent with those determined in EZ2221.adjacent state readjustments. The discontinuity between stations EZ2221.located in North Carolina and those in adjacent states EZ2221.which have been adjusted to the HARN may be as much as 5 EZ2221.decimeters. This will result in a significant loss of accuracy EZ2221.over lines crossing such state borders. EZ2221 EZ2221 EZ2221.The horizontal coordinates were established by classical geodetic methods EZ2221.and adjusted by the National Geodetic Survey in July 1986. EZ2221 EZ2221.The orthometric height was determined by differential leveling EZ2221.and adjusted by the National Geodetic Survey in June 1991. EZ2221 EZ2221.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2221 EZ2221.The geoid height was determined by GEOID03. EZ2221 EZ2221.The dynamic height is computed by dividing the NAVD 88 EZ2221.geopotential number by the normal gravity value computed on the EZ2221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2221.degrees latitude (g = 980.6199 gals.). EZ2221 EZ2221.The modeled gravity was interpolated from observed gravity values. EZ2221 EZ2221; North East Units Scale Factor Converg. EZ2221;SPC NC - 209,350.230 644,554.130 MT 0.99989508 +0 13 21.9 EZ2221;SPC NC - 686,843.21 2,114,674.67 sFT 0.99989508 +0 13 21.9 EZ2221;UTM 17 - 3,946,264.811 716,041.501 MT 1.00017519 +1 23 26.5 EZ2221 EZ2221! - Elev Factor x Scale Factor = Combined Factor EZ2221!SPC NC - 0.99998800 x 0.99989508 = 0.99988308 EZ2221!UTM 17 - 0.99998800 x 1.00017519 = 1.00016318 EZ2221 EZ2221: Primary Azimuth Mark Grid Az EZ2221:SPC NC - SHOPCENT 153 43 23.1 EZ2221:UTM 17 - SHOPCENT 152 33 18.5 EZ2221 EZ2221|---------------------------------------------------------------------| EZ2221| PID Reference Object Distance Geod. Az | EZ2221| dddmmss.s | EZ2221| EZ2222 SHOPCENT APPROX. 0.8 KM 1535645.0 | EZ2221| EZ5241 RICH 467.830 METERS 2650707.4 | EZ2221|---------------------------------------------------------------------| EZ2221 EZ2221 SUPERSEDED SURVEY CONTROL EZ2221 EZ2221 NAD 27 - 35 38 11.19916(N) 078 36 51.59453(W) AD( ) 2 EZ2221 NGVD 29 (??/??/92) 110.001 (m) 360.89 (f) ADJ UNCH 2 2 EZ2221 EZ2221.Superseded values are not recommended for survey control. EZ2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2221.See file dsdata.txt to determine how the superseded data were derived. EZ2221 EZ2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1604246265(NAD 83) EZ2221_MARKER: DE = TRAVERSE STATION DISK EZ2221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2221_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2221_STAMPING: LASSITER-2 1976 EZ2221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2221+STABILITY: SURFACE MOTION EZ2221 EZ2221 HISTORY - Date Condition Report By EZ2221 HISTORY - 1976 MONUMENTED NCGS EZ2221 HISTORY - 1976 GOOD NCGS EZ2221 HISTORY - 20050528 MARK NOT FOUND USPSQD EZ2221 EZ2221 STATION DESCRIPTION EZ2221 EZ2221'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2221'LASSITER-2 IS N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2221'IN THE VICINITY OF GARNER, NORTH CAROLINA. EZ2221' EZ2221'LASSITER-2 IS LOCATED APPROXIMATELY 5.0 MILES SOUTH OF GARNER EZ2221'AND 8.9 MILES WEST OF CLAYTON. TO REACH STATION FROM THE NC 50 EZ2221'OVERPASS OF U.S. 70 IN GARNER, PROCEED SOUTH ALONG NC 50 FOR EZ2221'5.2 MILES TO SR 1010 (W) AND STATION ON RIGHT IN NORTHWEST EZ2221'QUADRANT, APPROXIMATELY 250 FEET NNW OF THE T INTERSECTION, AT EZ2221'THE NORTH EDGE OF A CULTIVATED FIELD AND ABOUT 150 FEET NORTH EZ2221'OF THE BEST STOP POOL ROOM. EZ2221' EZ2221'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2221'LASSITER-2 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ2221'OF WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND. EZ2221' EZ2221'MARK IS 54.8 FT WSW OF C/L OF NC 50 EZ2221' EZ2221'242.4 FT NNE OF C/L OF SR 1010 EZ2221' EZ2221'11.7 FT W OF CENTER OF TOP OF TELEPHONE PEDESTAL 96 EZ2221' EZ2221'157.0 FT N OF NORTHEAST CORNER OF BEST STOP POOL ROOM EZ2221' EZ2221'127.5 FT NW OF NORTHWEST METAL FENCE CORNER POST ON EAST SIDE EZ2221'OF HIGHWAY EZ2221' EZ2221'51.6 FT ESE OF 6 INCH PECAN TREE WITH ALUMINUM REF. TAG EZ2221' EZ2221'LASSITER-2 REPLACES LASSITER 1968 WHICH WAS DESTROYED. EZ2221 EZ2221 STATION RECOVERY (1976) EZ2221 EZ2221'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2221'5.0 MI S FROM GARNER. EZ2221'TO REACH STATION FROM THE INTERSECTION OF NC 42 WITH NC 50 NEAR THE EZ2221'JOHNSTON-WAKE COUNTY LINE, PROCEED NORTH ALONG NC 50 FOR 3.25 MILES TO EZ2221'SR 1010 (W) AND STATION ON LEFT IN NORTHWEST QUADRANT, APPROXIMATELY EZ2221'250 FEET NNW OF THE T INTERSECTION, AT THE NORTH EDGE OF A CULTIVATED EZ2221'FIELD AND ABOUT 150 FEET NORTH OF THE BEST STOP POOL ROOM. 54.8 FT. EZ2221'WSW OF CENTERLINE OF NC 50, 242.4 FT. NNE OF CENTERLINE OF SR 1010, EZ2221'11.7 FT. W OF CENTER OF TOP OF TELEPHONE PEDESTAL NO. 96, 157.0 FT. N EZ2221'OF NORTHEAST CORNER OF BEST STOP POOL ROOM, 127.5 FT. NW OF NORTHWEST EZ2221'METAL FENCE CORNER POST ON EAST SIDE OF HIGHWAY AND 51.6 FT. ESE OF 6 EZ2221'INCH PECAN TREE WITH ALUMINUM REF. TAG. DISK IS SET IN CONCRETE EZ2221'CYLINDER, 4 INCHES BELOW THE SURFACE OF THE GROUND. EZ2221 EZ2221 STATION RECOVERY (2005) EZ2221 EZ2221'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ2221'MARK NOT FOUND 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6568 *********************************************************************** EZ6568 DESIGNATION - LASSMILL EZ6568 PID - EZ6568 EZ6568 STATE/COUNTY- NC/WAKE EZ6568 USGS QUAD - RALEIGH WEST (1988) EZ6568 EZ6568 *CURRENT SURVEY CONTROL EZ6568 ___________________________________________________________________ EZ6568* NAD 83(1986)- 35 50 07.26927(N) 078 38 45.84104(W) ADJUSTED EZ6568* NAVD 88 - 113.960 (meters) 373.88 (feet) ADJUSTED EZ6568 ___________________________________________________________________ EZ6568 LAPLACE CORR- -7.11 (seconds) DEFLEC99 EZ6568 GEOID HEIGHT- -32.74 (meters) GEOID03 EZ6568 DYNAMIC HT - 113.864 (meters) 373.57 (feet) COMP EZ6568 MODELED GRAV- 979,783.9 (mgal) NAVD 88 EZ6568 EZ6568 HORZ ORDER - SECOND EZ6568 VERT ORDER - SECOND CLASS II EZ6568 EZ6568.The North Carolina HARNS have been completed but, EZ6568.due to contractual restrictions, coordinates for these stations EZ6568.will NOT be published in the near future. In the interim, the EZ6568.published coordinates in North Carolina will not be EZ6568.consistent with the Continuously Operating Reference Stations EZ6568.(CORS). The HARN coordinates for these stations are available EZ6568.upon request. Contact Gary Thompson(919-733-3836). EZ6568. EZ6568.In addition, the published North Carolina positions EZ6568.(NAD 83 (1986)) are NOT consistent with those determined in EZ6568.adjacent state readjustments. The discontinuity between stations EZ6568.located in North Carolina and those in adjacent states EZ6568.which have been adjusted to the HARN may be as much as 5 EZ6568.decimeters. This will result in a significant loss of accuracy EZ6568.over lines crossing such state borders. EZ6568 EZ6568 EZ6568.The horizontal coordinates were established by classical geodetic methods EZ6568.and adjusted by the National Geodetic Survey in December 1992. EZ6568 EZ6568.The orthometric height was determined by differential leveling EZ6568.and adjusted by the National Geodetic Survey in September 1998. EZ6568 EZ6568.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6568 EZ6568.The geoid height was determined by GEOID03. EZ6568 EZ6568.The dynamic height is computed by dividing the NAVD 88 EZ6568.geopotential number by the normal gravity value computed on the EZ6568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6568.degrees latitude (g = 980.6199 gals.). EZ6568 EZ6568.The modeled gravity was interpolated from observed gravity values. EZ6568 EZ6568; North East Units Scale Factor Converg. EZ6568;SPC NC - 231,389.943 641,576.843 MT 0.99992436 +0 12 15.4 EZ6568;SPC NC - 759,151.84 2,104,906.69 sFT 0.99992436 +0 12 15.4 EZ6568;UTM 17 - 3,968,244.722 712,613.478 MT 1.00015706 +1 22 43.1 EZ6568 EZ6568! - Elev Factor x Scale Factor = Combined Factor EZ6568!SPC NC - 0.99998725 x 0.99992436 = 0.99991161 EZ6568!UTM 17 - 0.99998725 x 1.00015706 = 1.00014431 EZ6568 EZ6568 SUPERSEDED SURVEY CONTROL EZ6568 EZ6568 NGVD 29 (12/28/92) 114.24 (m) 374.8 (f) LEVELING 3 EZ6568 EZ6568.Superseded values are not recommended for survey control. EZ6568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6568.See file dsdata.txt to determine how the superseded data were derived. EZ6568 EZ6568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1261368245(NAD 83) EZ6568_MARKER: DH = HORIZONTAL CONTROL DISK EZ6568_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. EZ6568_SP_SET: SIDEWALK EZ6568_STAMPING: LASSMILL 1984 EZ6568_MARK LOGO: NCGS EZ6568_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ6568 EZ6568 HISTORY - Date Condition Report By EZ6568 HISTORY - 1984 MONUMENTED NCGS EZ6568 HISTORY - 19870101 GOOD NCGS EZ6568 HISTORY - 20050101 MARK NOT FOUND GEOCAC EZ6568 EZ6568 STATION DESCRIPTION EZ6568 EZ6568'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6568'THE STATION IS LOCATED ABOUT 6.1 KM (3.8 MI) NORTH OF THE CAPITOL EZ6568'SQUARE IN RALEIGH. EZ6568' EZ6568'AT THE LASSITER MILL ROAD (SR 1808) OVERPASS OF THE CLIFF BENSON EZ6568'BELTLINE (US 1, 64, AND 70 BYPASS), IN THE EAST SIDEWALK OF THE EZ6568'BRIDGE OVER THE EASTBOUND LANES OF THE BELTLINE. EZ6568' EZ6568'THE STATION IS A STANDARD NCGS DISK STAMPED---LASSMILL 1984---, EZ6568'SET INTO A DRILLED HOLE. LOCATED EZ6568'7.3 METERS (23.9 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE ROAD, EZ6568'19.1 METERS (62.6 FT) NORTH-NORTHEAST OF THE SOUTHEAST END OF THE EZ6568'BRIDGE WINGWALL, AND EZ6568'0.9 METERS (2.9 FT) WEST-NORTHWEST OF A BRIDGE RAIL POST. EZ6568' EZ6568'MARK IS LEVEL WITH SIDEWALK. EZ6568 EZ6568 STATION RECOVERY (1987) EZ6568 EZ6568'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ6568'RECOVERED AS DESCRIBED. EZ6568 EZ6568 STATION RECOVERY (2005) EZ6568 EZ6568'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ6568'BRIDGE HAS BEEN REBUILT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5129 *********************************************************************** EZ5129 DESIGNATION - LAUREL HILLS EZ5129 PID - EZ5129 EZ5129 STATE/COUNTY- NC/WAKE EZ5129 USGS QUAD - RALEIGH WEST (1988) EZ5129 EZ5129 *CURRENT SURVEY CONTROL EZ5129 ___________________________________________________________________ EZ5129* NAD 83(1986)- 35 50 06.30937(N) 078 41 42.94812(W) ADJUSTED EZ5129* NAVD 88 - 114.3 (meters) 375. (feet) VERTCON EZ5129 ___________________________________________________________________ EZ5129 LAPLACE CORR- -6.98 (seconds) DEFLEC99 EZ5129 GEOID HEIGHT- -32.54 (meters) GEOID03 EZ5129 EZ5129 HORZ ORDER - SECOND EZ5129 EZ5129.The North Carolina HARNS have been completed but, EZ5129.due to contractual restrictions, coordinates for these stations EZ5129.will NOT be published in the near future. In the interim, the EZ5129.published coordinates in North Carolina will not be EZ5129.consistent with the Continuously Operating Reference Stations EZ5129.(CORS). The HARN coordinates for these stations are available EZ5129.upon request. Contact Gary Thompson(919-733-3836). EZ5129. EZ5129.In addition, the published North Carolina positions EZ5129.(NAD 83 (1986)) are NOT consistent with those determined in EZ5129.adjacent state readjustments. The discontinuity between stations EZ5129.located in North Carolina and those in adjacent states EZ5129.which have been adjusted to the HARN may be as much as 5 EZ5129.decimeters. This will result in a significant loss of accuracy EZ5129.over lines crossing such state borders. EZ5129 EZ5129 EZ5129.The horizontal coordinates were established by classical geodetic methods EZ5129.and adjusted by the National Geodetic Survey in July 1986. EZ5129 EZ5129.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5129.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5129 EZ5129.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5129 EZ5129.The geoid height was determined by GEOID03. EZ5129 EZ5129; North East Units Scale Factor Converg. EZ5129;SPC NC - 231,345.615 637,132.363 MT 0.99992431 +0 10 33.2 EZ5129;SPC NC - 759,006.41 2,090,325.09 sFT 0.99992431 +0 10 33.2 EZ5129;UTM 17 - 3,968,109.301 708,169.856 MT 1.00013401 +1 20 59.3 EZ5129 EZ5129! - Elev Factor x Scale Factor = Combined Factor EZ5129!SPC NC - 0.99998717 x 0.99992431 = 0.99991148 EZ5129!UTM 17 - 0.99998717 x 1.00013401 = 1.00012118 EZ5129 EZ5129: Primary Azimuth Mark Grid Az EZ5129:SPC NC - BLUE RIDGE 175 11 39.0 EZ5129:UTM 17 - BLUE RIDGE 174 01 12.9 EZ5129 EZ5129|---------------------------------------------------------------------| EZ5129| PID Reference Object Distance Geod. Az | EZ5129| dddmmss.s | EZ5129| EZ5115 BLUE RIDGE APPROX. 1.0 KM 1752212.2 | EZ5129|---------------------------------------------------------------------| EZ5129 EZ5129 SUPERSEDED SURVEY CONTROL EZ5129 EZ5129 NAD 27 - 35 50 05.77254(N) 078 41 43.93271(W) AD( ) 2 EZ5129 NGVD 29 (03/10/98) 114.6 (m) 376. (f) VERT ANG EZ5129 EZ5129.Superseded values are not recommended for survey control. EZ5129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5129.See file dsdata.txt to determine how the superseded data were derived. EZ5129 EZ5129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0817068109(NAD 83) EZ5129_MARKER: DE = TRAVERSE STATION DISK EZ5129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5129_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5129_STAMPING: LAUREL HILLS 1961 EZ5129_MARK LOGO: NCGS EZ5129_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ5129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5129+STABILITY: SURFACE MOTION EZ5129 EZ5129 HISTORY - Date Condition Report By EZ5129 HISTORY - 1961 MONUMENTED NCGS EZ5129 HISTORY - 1973 GOOD NCGS EZ5129 HISTORY - 19860521 SEE DESCRIPTION NCGS EZ5129 EZ5129 STATION DESCRIPTION EZ5129 EZ5129'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ5129'LAUREL HILLS IS A N.C. GEODETIC SURVEY TRAVERSE STATION EZ5129'ESTABLISHED IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5129' EZ5129'LAUREL HILLS IS 5.2 MILES NW OF RALEIGH. PROCEED WEST ON EZ5129'HILLSBORO STREET FROM CAPITOL 4.0 MILES, TURN RIGHT ON PRISON EZ5129'FARM RD. (SR 1664). GO 2.2 MILES PASSING THROUGH TYSONVILLE EZ5129'TO EDWARDS MILL RD. (SR 1669). TURN RIGHT ON EDWARDS MILL EZ5129'RD. AND GO 1.1 MILES TO STATION WHICH IS LOCATED JUST EAST OF EZ5129'POWER LINE THAT CROSSES ROAD. EZ5129' EZ5129'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ5129'LAUREL HILLS 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE EZ5129'TOP OF WHICH IS 5 INCHES BELOW THE SURFACE OF THE GROUND. EZ5129' EZ5129'MARK IS EZ5129' EZ5129'44.3 FT S OF PP 14-1/2 WITH ALUMINUM REF. TAG EZ5129' EZ5129'19.9 FT S OF C/L OF EDWARDS MILL RD. (SR 1669) EZ5129' EZ5129'51.7 FT E OF CONCRETE POST ROAD SIGN WHITE PINE DR. AND EZ5129'EDWARDS MILL RD. EZ5129' EZ5129'113.0 FT SSE OF CONCRETE POST ROAD SIGN LAUREL HILLS RD. AND EZ5129'WHITE PINE DRIVE EZ5129' EZ5129'77.0 FT S OF C/L OF LAUREL HILLS RD. EZ5129' EZ5129'34.1 FT SSW OF PP WITH ALUMINUM REF. TAG EZ5129' EZ5129'69.7 FT W OF CONCRETE POST ROAD SIGN LAUREL HILLS RD. AND EZ5129'EDWARDS MILL RD. EZ5129 EZ5129 STATION RECOVERY (1973) EZ5129 EZ5129'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EZ5129'GOOD AS DESCRIBED. EZ5129 EZ5129 STATION RECOVERY (1986) EZ5129 EZ5129'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ5129'RECOVERED AND USED IN PROJECT IN MARCH 19896--BUT THEN REPORTED IN MAY EZ5129'1986 AS HAVING BEEN DESTROYED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7317 *********************************************************************** AE7317 DESIGNATION - LAUREL HILLS HUB AE7317 PID - AE7317 AE7317 STATE/COUNTY- NC/WAKE AE7317 USGS QUAD - RALEIGH WEST (1988) AE7317 AE7317 *CURRENT SURVEY CONTROL AE7317 ___________________________________________________________________ AE7317* NAD 83(1986)- 35 50 07.91588(N) 078 41 38.93910(W) ADJUSTED AE7317* NAVD 88 - 115.1 (meters) 378. (feet) VERTCON AE7317 ___________________________________________________________________ AE7317 LAPLACE CORR- -6.97 (seconds) DEFLEC99 AE7317 GEOID HEIGHT- -32.54 (meters) GEOID03 AE7317 AE7317 HORZ ORDER - SECOND AE7317 AE7317.The North Carolina HARNS have been completed but, AE7317.due to contractual restrictions, coordinates for these stations AE7317.will NOT be published in the near future. In the interim, the AE7317.published coordinates in North Carolina will not be AE7317.consistent with the Continuously Operating Reference Stations AE7317.(CORS). The HARN coordinates for these stations are available AE7317.upon request. Contact Gary Thompson(919-733-3836). AE7317. AE7317.In addition, the published North Carolina positions AE7317.(NAD 83 (1986)) are NOT consistent with those determined in AE7317.adjacent state readjustments. The discontinuity between stations AE7317.located in North Carolina and those in adjacent states AE7317.which have been adjusted to the HARN may be as much as 5 AE7317.decimeters. This will result in a significant loss of accuracy AE7317.over lines crossing such state borders. AE7317 AE7317 AE7317.The horizontal coordinates were established by classical geodetic methods AE7317.and adjusted by the National Geodetic Survey in March 1998. AE7317 AE7317.The NAVD 88 height was computed by applying the VERTCON shift value to AE7317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7317 AE7317.The Laplace correction was computed from DEFLEC99 derived deflections. AE7317 AE7317.The geoid height was determined by GEOID03. AE7317 AE7317; North East Units Scale Factor Converg. AE7317;SPC NC - 231,395.435 637,232.819 MT 0.99992439 +0 10 35.5 AE7317;SPC NC - 759,169.86 2,090,654.67 sFT 0.99992439 +0 10 35.5 AE7317;UTM 17 - 3,968,161.179 708,269.291 MT 1.00013452 +1 21 01.7 AE7317 AE7317! - Elev Factor x Scale Factor = Combined Factor AE7317!SPC NC - 0.99998705 x 0.99992439 = 0.99991144 AE7317!UTM 17 - 0.99998705 x 1.00013452 = 1.00012156 AE7317 AE7317 SUPERSEDED SURVEY CONTROL AE7317 AE7317 NGVD 29 (03/10/98) 115.3 (m) 378. (f) VERT ANG AE7317 AE7317.Superseded values are not recommended for survey control. AE7317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7317.See file dsdata.txt to determine how the superseded data were derived. AE7317 AE7317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0826968161(NAD 83) AE7317 AE7317 HISTORY - Date Condition Report By AE7317 HISTORY - 1986 FIRST OBSERVED NCGS AE7317 AE7317 STATION DESCRIPTION AE7317 AE7317'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7317'STATION IS LOCATED ABOUT 5.2 MI (8.4 KM) NORTHWEST OF RALEIGH. ALONG AE7317'SR 3009 (EDWARDS MILL ROAD) FOR ABOUT 1.0 MI (1.6 KM) EAST FROM PRISON AE7317'FARM ROAD, AT LAUREL HILLS ROAD, A WOODEN HUB DRIVEN INTO THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5327 *********************************************************************** EZ5327 DESIGNATION - LAWRENCE EZ5327 PID - EZ5327 EZ5327 STATE/COUNTY- NC/WAKE EZ5327 USGS QUAD - APEX (1993) EZ5327 EZ5327 *CURRENT SURVEY CONTROL EZ5327 ___________________________________________________________________ EZ5327* NAD 83(1986)- 35 42 12.55213(N) 078 51 33.39466(W) ADJUSTED EZ5327* NAVD 88 - 121.2 (meters) 398. (feet) VERTCON EZ5327 ___________________________________________________________________ EZ5327 LAPLACE CORR- -5.11 (seconds) DEFLEC99 EZ5327 GEOID HEIGHT- -32.26 (meters) GEOID03 EZ5327 EZ5327 HORZ ORDER - SECOND EZ5327 EZ5327.The North Carolina HARNS have been completed but, EZ5327.due to contractual restrictions, coordinates for these stations EZ5327.will NOT be published in the near future. In the interim, the EZ5327.published coordinates in North Carolina will not be EZ5327.consistent with the Continuously Operating Reference Stations EZ5327.(CORS). The HARN coordinates for these stations are available EZ5327.upon request. Contact Gary Thompson(919-733-3836). EZ5327. EZ5327.In addition, the published North Carolina positions EZ5327.(NAD 83 (1986)) are NOT consistent with those determined in EZ5327.adjacent state readjustments. The discontinuity between stations EZ5327.located in North Carolina and those in adjacent states EZ5327.which have been adjusted to the HARN may be as much as 5 EZ5327.decimeters. This will result in a significant loss of accuracy EZ5327.over lines crossing such state borders. EZ5327 EZ5327 EZ5327.The horizontal coordinates were established by classical geodetic methods EZ5327.and adjusted by the National Geodetic Survey in July 1986. EZ5327 EZ5327.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5327 EZ5327.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5327 EZ5327.The geoid height was determined by GEOID03. EZ5327 EZ5327; North East Units Scale Factor Converg. EZ5327;SPC NC - 216,712.089 622,335.483 MT 0.99990359 +0 04 52.4 EZ5327;SPC NC - 710,996.25 2,041,779.00 sFT 0.99990359 +0 04 52.4 EZ5327;UTM 17 - 3,953,173.650 693,672.490 MT 1.00006223 +1 14 58.9 EZ5327 EZ5327! - Elev Factor x Scale Factor = Combined Factor EZ5327!SPC NC - 0.99998603 x 0.99990359 = 0.99988962 EZ5327!UTM 17 - 0.99998603 x 1.00006223 = 1.00004826 EZ5327 EZ5327: Primary Azimuth Mark Grid Az EZ5327:SPC NC - TERRY 058 53 51.7 EZ5327:UTM 17 - TERRY 057 43 45.2 EZ5327 EZ5327|---------------------------------------------------------------------| EZ5327| PID Reference Object Distance Geod. Az | EZ5327| dddmmss.s | EZ5327| EZ1937 TERRY APPROX. 1.7 KM 0585844.1 | EZ5327|---------------------------------------------------------------------| EZ5327 EZ5327 SUPERSEDED SURVEY CONTROL EZ5327 EZ5327 NAD 27 - 35 42 12.00582(N) 078 51 34.36466(W) AD( ) 2 EZ5327 NGVD 29 (07/19/86) 121.5 (m) 399. (f) VERT ANG EZ5327 EZ5327.Superseded values are not recommended for survey control. EZ5327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5327.See file dsdata.txt to determine how the superseded data were derived. EZ5327 EZ5327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9367253174(NAD 83) EZ5327_MARKER: DE = TRAVERSE STATION DISK EZ5327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5327_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EZ5327_STAMPING: LAWRENCE 1970 EZ5327_MARK LOGO: NCGS EZ5327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ5327 EZ5327 HISTORY - Date Condition Report By EZ5327 HISTORY - 1970 MONUMENTED NCGS EZ5327 HISTORY - 1980 GOOD NCGS EZ5327 HISTORY - 1983 GOOD USPSQD EZ5327 HISTORY - 1985 GOOD USPSQD EZ5327 EZ5327 STATION DESCRIPTION EZ5327 EZ5327'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ5327'LAWRENCE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ5327'THE VICINITY OF APEX, NORTH CAROLINA. EZ5327' EZ5327'LAWRENCE IS LOCATED APPROXIMATELY 1.9 MILES SOUTHWEST OF APEX. TO EZ5327'REACH STATION PROCEED FROM THE INTERSECTION OF US 1 AND NC 55 (APEX EZ5327'AND FUQUAY-VARINA EXIT), GO SOUTH ON US 1 FOR 1.3 MILES TO STATION EZ5327'ON BRIDGE (SR 1153) OVER US 1. STATION IS EMBEDDED IN BRIDGE, EZ5327'APPROXIMATELY 8 FEET WEST OF MOST EASTERLY PILLAR. EZ5327' EZ5327'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK SET IN CONCRETE EZ5327'FLUSH WITH FLOOR OF BRIDGE, AND IS STAMPED LAWRENCE 1970. EZ5327' EZ5327'MARK IS-- EZ5327'11.2 FEET E OF C/L OF SR 1153. EZ5327'50.8 FEET S OF C/L OF SR 1153 AT N END OF BRIDGE. EZ5327'156.1 FEET N OF C/L OF SR 1153 AT S END OF BRIDGE. EZ5327'1.5 FEET W OF EDGE OF BRIDGE. EZ5327 EZ5327 STATION RECOVERY (1980) EZ5327 EZ5327'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EZ5327'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. DESCRIPTION EZ5327'READS AS IF BRIDGE LEADS NORTH-SOUTH THEREFORE COMPASS HEADINGS ARE EZ5327'APPROXIMATELY 45 DEGREES IN ERROR. EZ5327 EZ5327 STATION RECOVERY (1983) EZ5327 EZ5327'RECOVERY NOTE BY US POWER SQUADRON 1983 (KLG) EZ5327'LAWRENCE FAIR - PORTION OF NAME SCRAPED OFF. EZ5327 EZ5327 STATION RECOVERY (1985) EZ5327 EZ5327'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ5327'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1105 *********************************************************************** EZ1105 DESIGNATION - LAWRENCE J EZ1105 PID - EZ1105 EZ1105 STATE/COUNTY- NC/WAKE EZ1105 USGS QUAD - CARY (1993) EZ1105 EZ1105 *CURRENT SURVEY CONTROL EZ1105 ___________________________________________________________________ EZ1105* NAD 83(1986)- 35 51 31.49874(N) 078 48 16.62008(W) ADJUSTED EZ1105* NAVD 88 - 106.591 (meters) 349.71 (feet) ADJUSTED EZ1105 ___________________________________________________________________ EZ1105 LAPLACE CORR- -5.93 (seconds) DEFLEC99 EZ1105 GEOID HEIGHT- -32.03 (meters) GEOID03 EZ1105 DYNAMIC HT - 106.501 (meters) 349.41 (feet) COMP EZ1105 MODELED GRAV- 979,793.5 (mgal) NAVD 88 EZ1105 EZ1105 HORZ ORDER - SECOND EZ1105 VERT ORDER - SECOND CLASS II EZ1105 EZ1105.The North Carolina HARNS have been completed but, EZ1105.due to contractual restrictions, coordinates for these stations EZ1105.will NOT be published in the near future. In the interim, the EZ1105.published coordinates in North Carolina will not be EZ1105.consistent with the Continuously Operating Reference Stations EZ1105.(CORS). The HARN coordinates for these stations are available EZ1105.upon request. Contact Gary Thompson(919-733-3836). EZ1105. EZ1105.In addition, the published North Carolina positions EZ1105.(NAD 83 (1986)) are NOT consistent with those determined in EZ1105.adjacent state readjustments. The discontinuity between stations EZ1105.located in North Carolina and those in adjacent states EZ1105.which have been adjusted to the HARN may be as much as 5 EZ1105.decimeters. This will result in a significant loss of accuracy EZ1105.over lines crossing such state borders. EZ1105 EZ1105 EZ1105.The horizontal coordinates were established by classical geodetic methods EZ1105.and adjusted by the National Geodetic Survey in July 1986. EZ1105 EZ1105.The orthometric height was determined by differential leveling EZ1105.and adjusted by the National Geodetic Survey in June 1991. EZ1105 EZ1105.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1105 EZ1105.The geoid height was determined by GEOID03. EZ1105 EZ1105.The dynamic height is computed by dividing the NAVD 88 EZ1105.geopotential number by the normal gravity value computed on the EZ1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1105.degrees latitude (g = 980.6199 gals.). EZ1105 EZ1105.The modeled gravity was interpolated from observed gravity values. EZ1105 EZ1105; North East Units Scale Factor Converg. EZ1105;SPC NC - 233,946.165 627,247.790 MT 0.99992860 +0 06 46.0 EZ1105;SPC NC - 767,538.38 2,057,895.46 sFT 0.99992860 +0 06 46.0 EZ1105;UTM 17 - 3,970,507.255 698,232.270 MT 1.00008424 +1 17 11.2 EZ1105 EZ1105! - Elev Factor x Scale Factor = Combined Factor EZ1105!SPC NC - 0.99998830 x 0.99992860 = 0.99991690 EZ1105!UTM 17 - 0.99998830 x 1.00008424 = 1.00007254 EZ1105 EZ1105 SUPERSEDED SURVEY CONTROL EZ1105 EZ1105 NAD 27 - 35 51 30.97293(N) 078 48 17.59945(W) AD( ) 2 EZ1105 NGVD 29 (??/??/92) 106.847 (m) 350.55 (f) ADJ UNCH 2 2 EZ1105 EZ1105.Superseded values are not recommended for survey control. EZ1105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1105.See file dsdata.txt to determine how the superseded data were derived. EZ1105 EZ1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9823270507(NAD 83) EZ1105_MARKER: DE = TRAVERSE STATION DISK EZ1105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1105_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1105_STAMPING: LAWRENCE J 1973 EZ1105_MARK LOGO: NCGS EZ1105_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ1105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1105+STABILITY: SURFACE MOTION EZ1105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ1105+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2004 EZ1105 EZ1105 HISTORY - Date Condition Report By EZ1105 HISTORY - 1973 MONUMENTED NCGS EZ1105 HISTORY - 1974 GOOD NCGS EZ1105 HISTORY - 20040823 GOOD NCGS EZ1105 EZ1105 STATION DESCRIPTION EZ1105 EZ1105'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (LWA) EZ1105'LAWRENCE-J IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1105'IN THE VICINITY OF MORRISVILLE, NORTH CAROLINA. EZ1105' EZ1105'LAWRENCE-J IS LOCATED APPROXIMATELY 2.9 MILES NNE OF MORRISVILLE, EZ1105'AND 10.9 MILES WNW OF RALEIGH. TO REACH STATION FROM THE SR 1788 EZ1105'(RDU AIRPORT ROAD) OVERPASS OF I-40 (WEST), PROCEED ESE ALONG SR EZ1105'1788 FOR 0.2 MILES TO INTERSECTION WITH DIRT ROAD WEST (FIRE BREAK) EZ1105'LEADING ALONG SIDE OF AIRPORT RUNWAY WARNING LIGHTS, THENCE EZ1105'WEST ALONG SAID ROAD FOR 0.2 MILES TO STATION ON LEFT. EZ1105' EZ1105'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1105'LAWRENCE-J 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1105'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ1105' EZ1105'MARK IS EZ1105'20.5 FEET E OF C/L OF GRAVEL ROAD. EZ1105'59.6 FEET ENE OF CENTER OF TOP OF CONCRETE MARKER STAMPED USWB PC EZ1105'CABLE. EZ1105'19.4 FEET NE OF TOP CENTER SOUTH END CONCRETE CULVERT. EZ1105'10.8 FEET SE OF TOP CENTER N END CONCRETE CULVERT. EZ1105'33.6 FEET S OF CENTER OF LIGHT TOWER (4 LEGGED) SOUTHERNMOST. EZ1105' EZ1105'NOTE--AN ESCORT MUST BE OBTAINED BEFORE ATTEMPTING TO REACH THIS EZ1105'STATION. EZ1105 EZ1105 STATION RECOVERY (1974) EZ1105 EZ1105'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 EZ1105'2.9 MI NNE FROM MORRISVILLE. EZ1105'LAWRENCE - J IS LOCATED APPROXIMATELY 10.9 MILES WNW OF RALEIGH. EZ1105'TO REACH STATION FROM THE SR 1788 (RDU AIRPORT ROAD) OVERPASS EZ1105'OF I-40 (WEST), PROCEED ESE ALONG SR 1788 FOR 0.8 MILE TO EZ1105'INTERSECTION WITH SR 1002, THENCE SSE ALONG SR 1002 FOR 0.2 MILES EZ1105'TO INTERSECTION WITH DIRT ROAD WEST (FIRE BREAK) LEADING ALONG EZ1105'SIDE OF AIRPORT RUNWAY WARNING LIGHTS, THENCE WEST ALONG SAID ROAD EZ1105'FOR 0.2 MILE TO STATION ON LEFT, 20.5 FT E OF C/L OF GRAVEL ROAD, EZ1105'59.6 FT ENE OF CENTER OF TOP OF CONCRETE MARKER, STAMPED USWB PC EZ1105'CABLE, 19.4 FT NE OF TOP CENTER SOUTH END CONCRETE CULVERT, EZ1105'10.8 FT SE OF TOP CENTER N END CONCRETE CULVERT, AND 33.6 FT S EZ1105'OF CENTER OF LIGHT TOWER (4 LEGGED) SOUTHERNMOST. DISK IS SET IN EZ1105'TOP OF A CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND. EZ1105'NOTE-- AN ESCORT MUST BE OBTAINED BEFORE ATTEMPTING TO REACH THIS EZ1105'STATION. EZ1105 EZ1105 STATION RECOVERY (2004) EZ1105 EZ1105'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL) EZ1105'STATION WAS FOUND IN GOOD CONDITION, COMPLETE NEW DESCRIPTION FOLLOWS. EZ1105'STATION IS LOCATED 2.9 MI (4.7 KM) NORTH-NORTHEAST OF MORRISVILLE AND EZ1105'10.9 MI (17.5 KM) WEST-NORTHWEST OF RALEIGH. PROCEED ALONG SR 3015 EZ1105'(AIRPORT BLVD) FOR 0.2 MI (0.3 KM) NORTHEAST FROM I-40 OVERPASS (EXIT EZ1105'284) TO AVIATION PARKWAY SOUTH EXIT, THENCE SOUTHEAST ALONG AVIATION EZ1105'PARKWAY FOR 0.75 MI (1.21 KM) TO A SERVICE ROAD FOR RUNWAY 5-RIGHT EZ1105'APPROACH LIGHTS, THENCE SOUTHWEST ALONG SERVICE ROAD FOR 0.22 MI (0.35 EZ1105'KM) TO A CONCRETE CULVERT IN THE SOUTHEAST DITCH AND THE STATION. EZ1105'ALSO, 0.12 MI (0.19 KM) SOUTHWEST OF SOUTHWESTERNMOST APPROACH LIGHT. EZ1105'MARK IS RECESSED 2-IN AND ABOUT 1-FT HIGHER THAN GRAVEL ROAD. LOCATED EZ1105'20.5 FT (6.2 M) SOUTH-SOUTHEAST OF CENTERLINE OF GRAVEL ROAD, 10.8 FT EZ1105'(3.3 M) SOUTH OF NORTHEAST END AND 19.4 FT (5.9 M) EAST OF SOUTHWEST EZ1105'END OF THE CONCRETE CULVERT, 22.1 FT (6.7 M) WEST-NORTHWEST OF A 13-IN EZ1105'PINE AND 38.9 FT (11.9 M) SOUTH OF A 10-IN FORKED SWEET GUM, BOTH WITH EZ1105'REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5695 *********************************************************************** EZ5695 DESIGNATION - LAWSON EZ5695 PID - EZ5695 EZ5695 STATE/COUNTY- NC/WAKE EZ5695 USGS QUAD - ZEBULON (1981) EZ5695 EZ5695 *CURRENT SURVEY CONTROL EZ5695 ___________________________________________________________________ EZ5695* NAD 83(1986)- 35 46 40.93137(N) 078 21 42.91220(W) ADJUSTED EZ5695* NAVD 88 - 103.4 (meters) 339. (feet) VERTCON EZ5695 ___________________________________________________________________ EZ5695 LAPLACE CORR- -4.30 (seconds) DEFLEC99 EZ5695 GEOID HEIGHT- -34.00 (meters) GEOID03 EZ5695 EZ5695 HORZ ORDER - SECOND EZ5695 EZ5695.The North Carolina HARNS have been completed but, EZ5695.due to contractual restrictions, coordinates for these stations EZ5695.will NOT be published in the near future. In the interim, the EZ5695.published coordinates in North Carolina will not be EZ5695.consistent with the Continuously Operating Reference Stations EZ5695.(CORS). The HARN coordinates for these stations are available EZ5695.upon request. Contact Gary Thompson(919-733-3836). EZ5695. EZ5695.In addition, the published North Carolina positions EZ5695.(NAD 83 (1986)) are NOT consistent with those determined in EZ5695.adjacent state readjustments. The discontinuity between stations EZ5695.located in North Carolina and those in adjacent states EZ5695.which have been adjusted to the HARN may be as much as 5 EZ5695.decimeters. This will result in a significant loss of accuracy EZ5695.over lines crossing such state borders. EZ5695 EZ5695 EZ5695.The horizontal coordinates were established by classical geodetic methods EZ5695.and adjusted by the National Geodetic Survey in January 1990. EZ5695 EZ5695.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5695 EZ5695.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5695 EZ5695.The geoid height was determined by GEOID03. EZ5695 EZ5695; North East Units Scale Factor Converg. EZ5695;SPC NC - 225,159.321 667,288.327 MT 0.99991468 +0 22 05.8 EZ5695;SPC NC - 738,710.21 2,189,261.79 sFT 0.99991468 +0 22 05.8 EZ5695;UTM 17 - 3,962,540.725 738,455.242 MT 1.00030072 +1 32 35.1 EZ5695 EZ5695! - Elev Factor x Scale Factor = Combined Factor EZ5695!SPC NC - 0.99998910 x 0.99991468 = 0.99990378 EZ5695!UTM 17 - 0.99998910 x 1.00030072 = 1.00028982 EZ5695 EZ5695: Primary Azimuth Mark Grid Az EZ5695:SPC NC - OVERPASS 353 02 32.9 EZ5695:UTM 17 - OVERPASS 351 52 03.6 EZ5695 EZ5695|---------------------------------------------------------------------| EZ5695| PID Reference Object Distance Geod. Az | EZ5695| dddmmss.s | EZ5695| EZ5708 SWISS 300.832 METERS 17408 | EZ5695| EZ5698 OVERPASS 422.176 METERS 3532438.7 | EZ5695|---------------------------------------------------------------------| EZ5695 EZ5695 SUPERSEDED SURVEY CONTROL EZ5695 EZ5695 NGVD 29 (01/12/90) 103.7 (m) 340. (f) VERT ANG EZ5695 EZ5695.Superseded values are not recommended for survey control. EZ5695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5695.See file dsdata.txt to determine how the superseded data were derived. EZ5695 EZ5695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3845562541(NAD 83) EZ5695_MARKER: DE = TRAVERSE STATION DISK EZ5695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5695_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5695+STABILITY: SURFACE MOTION EZ5695_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ5695+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005 EZ5695 EZ5695 HISTORY - Date Condition Report By EZ5695 HISTORY - 1980 MONUMENTED NCGS EZ5695 HISTORY - 20050415 GOOD USPSQD EZ5695 EZ5695 STATION DESCRIPTION EZ5695 EZ5695'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EZ5695'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF WENDELL. EZ5695' EZ5695'TO REACH THE STATION FROM THE INTERSECTION OF NC 231 WITH US 64 EZ5695'BUSINESS IN WENDELL, PROCEED SOUTHERLY ALONG NC 231 FOR 0.4 MILE TO EZ5695'STATION ON THE LEFT AT THE INTERSECTION WITH LAWSON DRIVE. EZ5695' EZ5695'STATION MARK IS A STANDARD DISK STAMPED---LAWSON 1980---SET IN TOP OF EZ5695'A 10 INCH CONCRETE CYLINDER, 1 INCH BELOW GROUND SURFACE. THE MARK IS EZ5695'26.6 FEET EAST OF THE CENTERLINE OF NC 231, 31.7 FEET SOUTH OF THE EZ5695'CENTERLINE OF LAWSON DRIVE, 8.8 FEET EAST-SOUTHEAST OF SOUTH END OF EZ5695'CULVERT, 15.6 FEET NORTHWEST OF 10 INCH PINE WITH REFERENCE TAG, AND EZ5695'5.0 FEET SOUTHEAST OF POWER POLE WITH REFERENCE TAG. EZ5695 EZ5695 STATION RECOVERY (2005) EZ5695 EZ5695'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ5695'N 35 46.683 EZ5695'W 078 21.720 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6569 *********************************************************************** EZ6569 DESIGNATION - LEADMINE EZ6569 PID - EZ6569 EZ6569 STATE/COUNTY- NC/WAKE EZ6569 USGS QUAD - BAYLEAF (1987) EZ6569 EZ6569 *CURRENT SURVEY CONTROL EZ6569 ___________________________________________________________________ EZ6569* NAD 83(1986)- 35 53 49.12908(N) 078 39 11.18139(W) ADJUSTED EZ6569* NAVD 88 - 147.8 (meters) 485. (feet) VERTCON EZ6569 ___________________________________________________________________ EZ6569 LAPLACE CORR- -6.91 (seconds) DEFLEC99 EZ6569 GEOID HEIGHT- -32.55 (meters) GEOID03 EZ6569 EZ6569 HORZ ORDER - SECOND EZ6569 EZ6569.The North Carolina HARNS have been completed but, EZ6569.due to contractual restrictions, coordinates for these stations EZ6569.will NOT be published in the near future. In the interim, the EZ6569.published coordinates in North Carolina will not be EZ6569.consistent with the Continuously Operating Reference Stations EZ6569.(CORS). The HARN coordinates for these stations are available EZ6569.upon request. Contact Gary Thompson(919-733-3836). EZ6569. EZ6569.In addition, the published North Carolina positions EZ6569.(NAD 83 (1986)) are NOT consistent with those determined in EZ6569.adjacent state readjustments. The discontinuity between stations EZ6569.located in North Carolina and those in adjacent states EZ6569.which have been adjusted to the HARN may be as much as 5 EZ6569.decimeters. This will result in a significant loss of accuracy EZ6569.over lines crossing such state borders. EZ6569 EZ6569 EZ6569.The horizontal coordinates were established by classical geodetic methods EZ6569.and adjusted by the National Geodetic Survey in December 1992. EZ6569 EZ6569.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6569 EZ6569.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6569 EZ6569.The geoid height was determined by GEOID03. EZ6569 EZ6569; North East Units Scale Factor Converg. EZ6569;SPC NC - 238,225.176 640,917.025 MT 0.99993588 +0 12 00.8 EZ6569;SPC NC - 781,577.10 2,102,741.94 sFT 0.99993588 +0 12 00.8 EZ6569;UTM 17 - 3,975,066.517 711,813.410 MT 1.00015286 +1 22 35.6 EZ6569 EZ6569! - Elev Factor x Scale Factor = Combined Factor EZ6569!SPC NC - 0.99998192 x 0.99993588 = 0.99991780 EZ6569!UTM 17 - 0.99998192 x 1.00015286 = 1.00013478 EZ6569 EZ6569 SUPERSEDED SURVEY CONTROL EZ6569 EZ6569 NGVD 29 (12/28/92) 148.0 (m) 486. (f) VERT ANG EZ6569 EZ6569.Superseded values are not recommended for survey control. EZ6569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6569.See file dsdata.txt to determine how the superseded data were derived. EZ6569 EZ6569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1181375067(NAD 83) EZ6569_MARKER: DH = HORIZONTAL CONTROL DISK EZ6569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6569_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6569_STAMPING: LEADMINE 1985 EZ6569_MARK LOGO: NCGS EZ6569_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6569+STABILITY: SURFACE MOTION EZ6569 EZ6569 HISTORY - Date Condition Report By EZ6569 HISTORY - 1985 MONUMENTED NCGS EZ6569 HISTORY - 19870401 POOR NCGS EZ6569 EZ6569 STATION DESCRIPTION EZ6569 EZ6569'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ6569'THE STATION IS LOCATED IN NORTH RALEIGH. EZ6569' EZ6569'ALONG SR 1820 (LEAD MINE ROAD), 0.2 KM (0.15 MI) WEST FROM THE EZ6569'T-INTERSECTION WITH SIX FORKS ROAD. EZ6569' EZ6569'THE STATION IS A STANDARD NCGS DISK STAMPED---LEADMINE 1985---, EZ6569'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6569'25 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EZ6569'6.7 METERS (22.0 FT) WEST OF THE CENTERLINE OF THE ROAD, EZ6569'21.3 METERS (70.0 FT) SOUTH-SOUTHWEST OF THE CENTERLINE EZ6569'INTERSECTION OF THE CROSSROADS, EZ6569'1.2 METERS (4.1 FT) SOUTHWEST OF THE CENTER OF A METAL DRAIN, EZ6569'24.5 METERS (80.4 FT) NORTHWEST OF AND ACROSS THE ROAD FROM THE EZ6569'NORTHWEST CORNER OF A PARKING DECK, AND EZ6569'3.0 METERS (9.9 FT) EAST OF A POWER POLE WITH A REFERENCE TAG. EZ6569' EZ6569'MARK IS 1 FT ABOVE THE LEVEL OF THE ROAD. EZ6569 EZ6569 STATION RECOVERY (1987) EZ6569 EZ6569'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ6569'STATION WAS RECOVERED DISTURBED. MARK IS LEANING TOWARDS THE SOUTH. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5696 *********************************************************************** EZ5696 DESIGNATION - LEDFORD EZ5696 PID - EZ5696 EZ5696 STATE/COUNTY- NC/WAKE EZ5696 USGS QUAD - KNIGHTDALE (1993) EZ5696 EZ5696 *CURRENT SURVEY CONTROL EZ5696 ___________________________________________________________________ EZ5696* NAD 83(1986)- 35 47 50.54365(N) 078 23 02.77449(W) ADJUSTED EZ5696* NAVD 88 - 104.5 (meters) 343. (feet) VERTCON EZ5696 ___________________________________________________________________ EZ5696 LAPLACE CORR- -4.95 (seconds) DEFLEC99 EZ5696 GEOID HEIGHT- -33.90 (meters) GEOID03 EZ5696 EZ5696 HORZ ORDER - SECOND EZ5696 EZ5696.The North Carolina HARNS have been completed but, EZ5696.due to contractual restrictions, coordinates for these stations EZ5696.will NOT be published in the near future. In the interim, the EZ5696.published coordinates in North Carolina will not be EZ5696.consistent with the Continuously Operating Reference Stations EZ5696.(CORS). The HARN coordinates for these stations are available EZ5696.upon request. Contact Gary Thompson(919-733-3836). EZ5696. EZ5696.In addition, the published North Carolina positions EZ5696.(NAD 83 (1986)) are NOT consistent with those determined in EZ5696.adjacent state readjustments. The discontinuity between stations EZ5696.located in North Carolina and those in adjacent states EZ5696.which have been adjusted to the HARN may be as much as 5 EZ5696.decimeters. This will result in a significant loss of accuracy EZ5696.over lines crossing such state borders. EZ5696 EZ5696 EZ5696.The horizontal coordinates were established by classical geodetic methods EZ5696.and adjusted by the National Geodetic Survey in January 1990. EZ5696 EZ5696.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5696 EZ5696.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5696 EZ5696.The geoid height was determined by GEOID03. EZ5696 EZ5696; North East Units Scale Factor Converg. EZ5696;SPC NC - 227,291.943 665,269.449 MT 0.99991783 +0 21 19.7 EZ5696;SPC NC - 745,706.98 2,182,638.18 sFT 0.99991783 +0 21 19.7 EZ5696;UTM 17 - 3,964,632.288 736,392.274 MT 1.00028865 +1 31 50.9 EZ5696 EZ5696! - Elev Factor x Scale Factor = Combined Factor EZ5696!SPC NC - 0.99998893 x 0.99991783 = 0.99990676 EZ5696!UTM 17 - 0.99998893 x 1.00028865 = 1.00027757 EZ5696 EZ5696: Primary Azimuth Mark Grid Az EZ5696:SPC NC - REDUCE 135 26 50.8 EZ5696:UTM 17 - REDUCE 134 16 19.6 EZ5696 EZ5696|---------------------------------------------------------------------| EZ5696| PID Reference Object Distance Geod. Az | EZ5696| dddmmss.s | EZ5696| EZ5702 REDUCE APPROX. 0.5 KM 1354810.5 | EZ5696|---------------------------------------------------------------------| EZ5696 EZ5696 SUPERSEDED SURVEY CONTROL EZ5696 EZ5696 NGVD 29 (01/12/90) 104.8 (m) 344. (f) VERT ANG EZ5696 EZ5696.Superseded values are not recommended for survey control. EZ5696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5696.See file dsdata.txt to determine how the superseded data were derived. EZ5696 EZ5696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3639264632(NAD 83) EZ5696_MARKER: DE = TRAVERSE STATION DISK EZ5696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5696_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5696+STABILITY: SURFACE MOTION EZ5696_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ5696+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005 EZ5696 EZ5696 HISTORY - Date Condition Report By EZ5696 HISTORY - 1980 MONUMENTED NCGS EZ5696 HISTORY - 20050415 GOOD USPSQD EZ5696 EZ5696 STATION DESCRIPTION EZ5696 EZ5696'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EZ5696'THE STATION IS LOCATED APPROXIMATELY 1.0 MILE NORTHWEST OF WENDELL. EZ5696' EZ5696'TO REACH THE STATION FROM THE INTERSECTION OF US 64 BUSINESS WITH NC EZ5696'97 AT HEPHZIBAH CHURCH, PROCEED EASTERLY ALONG US 64 BUSINESS FOR 1.05 EZ5696'MILES TO STATION ON THE LEFT, APPROXIMATELY 300 FEET NORTHWEST OF EZ5696'LEDFORD LANE LEADING NORTHEAST AND 0.35 MILE SOUTHEAST OF THE EZ5696'NORTHWEST END OF SR 2329 (LOOP ROAD). EZ5696' EZ5696'STATION MARK IS A STANDARD DISK STAMPED---LEDFORD 1980---SET IN TOP OF EZ5696'A 10 INCH CONCRETE CYLINDER 1 INCH BELOW GROUND SURFACE. THE MARK IS EZ5696'29.0 FEET NORTHEAST OF THE CENTERLINE OF US 64 BUSINESS, 16.0 FEET EZ5696'EAST OF CENTER OF MANHOLE COVER, 79.4 FEET EAST OF FIRE HYDRANT, AND EZ5696'5.5 FEET NORTHWEST OF POWER POLE NO. 22 WITH REFERENCE TAG. EZ5696 EZ5696 STATION RECOVERY (2005) EZ5696 EZ5696'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ5696'N 35 47.843 EZ5696'W 078 23.046 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5217 *********************************************************************** EZ5217 DESIGNATION - LEE EZ5217 PID - EZ5217 EZ5217 STATE/COUNTY- NC/WAKE EZ5217 USGS QUAD - BAYLEAF (1987) EZ5217 EZ5217 *CURRENT SURVEY CONTROL EZ5217 ___________________________________________________________________ EZ5217* NAD 83(1986)- 35 58 51.45043(N) 078 38 38.46895(W) ADJUSTED EZ5217* NAVD 88 - 102.33 (+/-2cm) 335.7 (feet) VERTCON EZ5217 ___________________________________________________________________ EZ5217 LAPLACE CORR- -6.98 (seconds) DEFLEC99 EZ5217 GEOID HEIGHT- -32.37 (meters) GEOID03 EZ5217 EZ5217 HORZ ORDER - SECOND EZ5217 VERT ORDER - THIRD ? (See Below) EZ5217 EZ5217.The North Carolina HARNS have been completed but, EZ5217.due to contractual restrictions, coordinates for these stations EZ5217.will NOT be published in the near future. In the interim, the EZ5217.published coordinates in North Carolina will not be EZ5217.consistent with the Continuously Operating Reference Stations EZ5217.(CORS). The HARN coordinates for these stations are available EZ5217.upon request. Contact Gary Thompson(919-733-3836). EZ5217. EZ5217.In addition, the published North Carolina positions EZ5217.(NAD 83 (1986)) are NOT consistent with those determined in EZ5217.adjacent state readjustments. The discontinuity between stations EZ5217.located in North Carolina and those in adjacent states EZ5217.which have been adjusted to the HARN may be as much as 5 EZ5217.decimeters. This will result in a significant loss of accuracy EZ5217.over lines crossing such state borders. EZ5217 EZ5217 EZ5217.The horizontal coordinates were established by classical geodetic methods EZ5217.and adjusted by the National Geodetic Survey in July 1986. EZ5217 EZ5217.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5217.The vertical order pertains to the NGVD 29 superseded value. EZ5217 EZ5217.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5217 EZ5217.The geoid height was determined by GEOID03. EZ5217 EZ5217; North East Units Scale Factor Converg. EZ5217;SPC NC - 247,545.540 641,703.917 MT 0.99995346 +0 12 19.7 EZ5217;SPC NC - 812,155.66 2,105,323.60 sFT 0.99995346 +0 12 19.7 EZ5217;UTM 17 - 3,984,403.046 712,408.683 MT 1.00015596 +1 23 04.9 EZ5217 EZ5217! - Elev Factor x Scale Factor = Combined Factor EZ5217!SPC NC - 0.99998902 x 0.99995346 = 0.99994248 EZ5217!UTM 17 - 0.99998902 x 1.00015596 = 1.00014498 EZ5217 EZ5217: Primary Azimuth Mark Grid Az EZ5217:SPC NC - LUCK 300 57 38.0 EZ5217:UTM 17 - LUCK 299 46 52.8 EZ5217 EZ5217|---------------------------------------------------------------------| EZ5217| PID Reference Object Distance Geod. Az | EZ5217| dddmmss.s | EZ5217| EZ0871 LUCK APPROX. 0.7 KM 3010957.7 | EZ5217|---------------------------------------------------------------------| EZ5217 EZ5217 SUPERSEDED SURVEY CONTROL EZ5217 EZ5217 NAD 27 - 35 58 50.91809(N) 078 38 39.45590(W) AD( ) 2 EZ5217 NGVD 29 (07/19/86) 102.59 (m) 336.6 (f) LEVELING 3 EZ5217 EZ5217.Superseded values are not recommended for survey control. EZ5217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5217.See file dsdata.txt to determine how the superseded data were derived. EZ5217 EZ5217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1240984403(NAD 83) EZ5217_MARKER: DE = TRAVERSE STATION DISK EZ5217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5217_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5217_STAMPING: LEE 1970 EZ5217_MARK LOGO: NCGS EZ5217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5217+STABILITY: SURFACE MOTION EZ5217 EZ5217 HISTORY - Date Condition Report By EZ5217 HISTORY - 1970 MONUMENTED NCGS EZ5217 EZ5217 STATION DESCRIPTION EZ5217 EZ5217'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ5217'LEE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ5217'VICINITY OF NORTHWEST WAKE COUNTY. EZ5217' EZ5217'LEE IS LOCATED APPROXIMATELY 2.5 MILES NORTH OF BAYLEAF. TO REACH EZ5217'STATION PROCEED FROM THE INTERSECTION OF NC 50 AND NC 98, GO EAST ON EZ5217'NC 98 FOR 1.55 MILES TO INTERSECTION OF NC 98 AND SR 1005 GOING EZ5217'SOUTH AND SR 1907 GOING NORTH, CONTINUE EAST ON NC 98 FOR 0.85 MILE EZ5217'TO STATION ON LEFT, APPROXIMATELY 50 FEET EAST OF DRIVEWAY EZ5217'LEADING TO HOME OF MR. BLAY, AND 1.15 MILES WEST OF INTERSECTION EZ5217'OF NC 98 AND SR 2003. EZ5217' EZ5217'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED LEE EZ5217'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1 EZ5217'INCH BELOW THE SURFACE OF THE GROUND. EZ5217' EZ5217'MARK IS-- EZ5217'29.0 FEET NE OF C/L OF NC 98. EZ5217'21.1 FEET S OF ALUMINUM REF. TAG ON 24 INCH OAK TREE. EZ5217'50.4 FEET SW OF ALUMINUM REF. TAG ON 30 INCH OAK TREE. EZ5217'175.0 FEET SE OF ALUMINUM REF. TAG ON PP W/TRANSFORMER. EZ5217'69.5 FEET SE OF C/L OF DRIVEWAY. EZ5217'87.3 FEET SE OF 36 INCH OAK ON W SIDE OF DRIVE (MEASURED EZ5217'HORIZONTALLY). 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7336 *********************************************************************** AE7336 DESIGNATION - LEEGATE AE7336 PID - AE7336 AE7336 STATE/COUNTY- NC/WAKE AE7336 USGS QUAD - BAYLEAF (1987) AE7336 AE7336 *CURRENT SURVEY CONTROL AE7336 ___________________________________________________________________ AE7336* NAD 83(1986)- 35 54 14.86098(N) 078 43 37.10014(W) ADJUSTED AE7336* NAVD 88 - 159.630 (meters) 523.72 (feet) ADJUSTED AE7336 ___________________________________________________________________ AE7336 LAPLACE CORR- -7.36 (seconds) DEFLEC99 AE7336 GEOID HEIGHT- -32.22 (meters) GEOID03 AE7336 DYNAMIC HT - 159.495 (meters) 523.28 (feet) COMP AE7336 MODELED GRAV- 979,783.9 (mgal) NAVD 88 AE7336 AE7336 HORZ ORDER - SECOND AE7336 VERT ORDER - SECOND CLASS II AE7336 AE7336.The North Carolina HARNS have been completed but, AE7336.due to contractual restrictions, coordinates for these stations AE7336.will NOT be published in the near future. In the interim, the AE7336.published coordinates in North Carolina will not be AE7336.consistent with the Continuously Operating Reference Stations AE7336.(CORS). The HARN coordinates for these stations are available AE7336.upon request. Contact Gary Thompson(919-733-3836). AE7336. AE7336.In addition, the published North Carolina positions AE7336.(NAD 83 (1986)) are NOT consistent with those determined in AE7336.adjacent state readjustments. The discontinuity between stations AE7336.located in North Carolina and those in adjacent states AE7336.which have been adjusted to the HARN may be as much as 5 AE7336.decimeters. This will result in a significant loss of accuracy AE7336.over lines crossing such state borders. AE7336 AE7336 AE7336.The horizontal coordinates were established by classical geodetic methods AE7336.and adjusted by the National Geodetic Survey in March 1998. AE7336 AE7336.The orthometric height was determined by differential leveling AE7336.and adjusted by the National Geodetic Survey in September 1998. AE7336 AE7336.The Laplace correction was computed from DEFLEC99 derived deflections. AE7336 AE7336.The geoid height was determined by GEOID03. AE7336 AE7336.The dynamic height is computed by dividing the NAVD 88 AE7336.geopotential number by the normal gravity value computed on the AE7336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7336.degrees latitude (g = 980.6199 gals.). AE7336 AE7336.The modeled gravity was interpolated from observed gravity values. AE7336 AE7336; North East Units Scale Factor Converg. AE7336;SPC NC - 238,997.395 634,246.593 MT 0.99993729 +0 09 27.3 AE7336;SPC NC - 784,110.62 2,080,857.36 sFT 0.99993729 +0 09 27.3 AE7336;UTM 17 - 3,975,701.787 705,127.203 MT 1.00011851 +1 20 00.4 AE7336 AE7336! - Elev Factor x Scale Factor = Combined Factor AE7336!SPC NC - 0.99998000 x 0.99993729 = 0.99991729 AE7336!UTM 17 - 0.99998000 x 1.00011851 = 1.00009851 AE7336 AE7336 SUPERSEDED SURVEY CONTROL AE7336 AE7336 NGVD 29 (03/10/98) 159.90 (m) 524.6 (f) LEVELING 3 AE7336 AE7336.Superseded values are not recommended for survey control. AE7336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7336.See file dsdata.txt to determine how the superseded data were derived. AE7336 AE7336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0512775702(NAD 83) AE7336_MARKER: DH = HORIZONTAL CONTROL DISK AE7336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7336_STAMPING: LEEGATE 1986 AE7336_MARK LOGO: NCGS AE7336_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7336+STABILITY: SURFACE MOTION AE7336 AE7336 HISTORY - Date Condition Report By AE7336 HISTORY - 1986 MONUMENTED NCGS AE7336 HISTORY - 19870101 GOOD NCGS AE7336 AE7336 STATION DESCRIPTION AE7336 AE7336'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7336'STATION IS LOCATED ABOUT 16.0 KM (9.95 MI) NORTH-NORTHWEST OF CAPITOL AE7336'SQUARE (IN RALEIGH), IN LEESVILLE COMMUNITY. AT THE INTERSECTION OF SR AE7336'1822 (LEESVILLE ROAD) AND SR 1837 (WESTGATE ROAD), OR 0.3 KM (0.20 MI) AE7336'SOUTH OF THE T-JUNCTION OF LEESVILLE AND STRICKLAND ROADS, ON THE AE7336'NORTHWEST SIDE OF THE Y-JUNCTION. MARK IS RECESSED 2 INCHES BELOW AE7336'GROUND AND ABOUT 1 FOOT (0.3 M) LOWER THAN THE ROAD. LOCATED 9.1 M AE7336'(29.9 FT) WEST OF THE CENTERLINE OF THE ROAD, 16.8 M (55.1 FT) AE7336'NORTH-NORTHWEST OF THE CENTERLINE INTERSECTION OF THE Y-JUNCTION, 31.6 AE7336'M (103.7 FT) SOUTHWEST OF A TELEPHONE PEDESTAL AT A WELD WIRE FENCE AE7336'CORNER--AND 20.6 M (67.6 FT) SOUTH OF A 24-INCH PINE, 9.3 M (30.5 FT) AE7336'EAST OF A 10-INCH PINE, AND 29.3 M (96.1 FT) NORTHWEST OF A METAL GAS AE7336'PIPE LINE POLE BESIDE A POWER POLE WITH A TRANSFORMER--ALL THREE WITH AE7336'REFERENCE TAGS. AE7336 AE7336 STATION RECOVERY (1987) AE7336 AE7336'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7336'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0916 *********************************************************************** EZ0916 DESIGNATION - LENNON EZ0916 PID - EZ0916 EZ0916 STATE/COUNTY- NC/WAKE EZ0916 USGS QUAD - RALEIGH EAST (1993) EZ0916 EZ0916 *CURRENT SURVEY CONTROL EZ0916 ___________________________________________________________________ EZ0916* NAD 83(1986)- 35 49 57.60926(N) 078 37 03.55368(W) ADJUSTED EZ0916* NAVD 88 - 96.664 (meters) 317.14 (feet) ADJUSTED EZ0916 ___________________________________________________________________ EZ0916 LAPLACE CORR- -7.40 (seconds) DEFLEC99 EZ0916 GEOID HEIGHT- -32.87 (meters) GEOID03 EZ0916 DYNAMIC HT - 96.581 (meters) 316.87 (feet) COMP EZ0916 MODELED GRAV- 979,777.0 (mgal) NAVD 88 EZ0916 EZ0916 HORZ ORDER - SECOND EZ0916 VERT ORDER - SECOND CLASS 0 EZ0916 EZ0916.The North Carolina HARNS have been completed but, EZ0916.due to contractual restrictions, coordinates for these stations EZ0916.will NOT be published in the near future. In the interim, the EZ0916.published coordinates in North Carolina will not be EZ0916.consistent with the Continuously Operating Reference Stations EZ0916.(CORS). The HARN coordinates for these stations are available EZ0916.upon request. Contact Gary Thompson(919-733-3836). EZ0916. EZ0916.In addition, the published North Carolina positions EZ0916.(NAD 83 (1986)) are NOT consistent with those determined in EZ0916.adjacent state readjustments. The discontinuity between stations EZ0916.located in North Carolina and those in adjacent states EZ0916.which have been adjusted to the HARN may be as much as 5 EZ0916.decimeters. This will result in a significant loss of accuracy EZ0916.over lines crossing such state borders. EZ0916 EZ0916 EZ0916.The horizontal coordinates were established by classical geodetic methods EZ0916.and adjusted by the National Geodetic Survey in July 1986. EZ0916 EZ0916.The orthometric height was determined by differential leveling EZ0916.and adjusted by the National Geodetic Survey in June 1991. EZ0916 EZ0916.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0916 EZ0916.The geoid height was determined by GEOID03. EZ0916 EZ0916.The dynamic height is computed by dividing the NAVD 88 EZ0916.geopotential number by the normal gravity value computed on the EZ0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0916.degrees latitude (g = 980.6199 gals.). EZ0916 EZ0916.The modeled gravity was interpolated from observed gravity values. EZ0916 EZ0916; North East Units Scale Factor Converg. EZ0916;SPC NC - 231,101.755 644,144.928 MT 0.99992388 +0 13 14.4 EZ0916;SPC NC - 758,206.34 2,113,332.15 sFT 0.99992388 +0 13 14.4 EZ0916;UTM 17 - 3,968,009.175 715,187.546 MT 1.00017063 +1 23 42.8 EZ0916 EZ0916! - Elev Factor x Scale Factor = Combined Factor EZ0916!SPC NC - 0.99998999 x 0.99992388 = 0.99991387 EZ0916!UTM 17 - 0.99998999 x 1.00017063 = 1.00016062 EZ0916 EZ0916 SUPERSEDED SURVEY CONTROL EZ0916 EZ0916 NAD 27 - 35 49 57.07611(N) 078 37 04.54101(W) AD( ) 2 EZ0916 NGVD 29 (??/??/92) 96.950 (m) 318.08 (f) ADJ UNCH 2 0 EZ0916 EZ0916.Superseded values are not recommended for survey control. EZ0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0916.See file dsdata.txt to determine how the superseded data were derived. EZ0916 EZ0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1518868009(NAD 83) EZ0916_MARKER: DE = TRAVERSE STATION DISK EZ0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0916_STAMPING: LENNON 1972 EZ0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0916+STABILITY: SURFACE MOTION EZ0916 EZ0916 HISTORY - Date Condition Report By EZ0916 HISTORY - 1972 MONUMENTED LOCENG EZ0916 HISTORY - 1972 GOOD NCGS EZ0916 HISTORY - 1976 MARK NOT FOUND NCGS EZ0916 HISTORY - 20040521 MARK NOT FOUND USPSQD EZ0916 EZ0916 STATION DESCRIPTION EZ0916 EZ0916'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (JWC) EZ0916'LENNON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0916'VICINITY OF MILLBROOK, RALEIGH, NORTH CAROLINA. EZ0916' EZ0916'LENNON IS LOCATED APPROXIMATELY 1.5 MILE SW OF MILLBROOK, AND 3.8 EZ0916'MILES NNE OF CAPITOL SQUARE IN RALEIGH. TO REACH STATION FROM WAKE EZ0916'FOREST ROAD (SR 2000) UNDERPASS OF US 1 US 64 BYPASS IN NORTH EZ0916'RALEIGH PROCEED NORTH ALONG WAKE FOREST ROAD FOR 0.5 MILE TO STATION EZ0916'ON THE LEFT OF BANK. 0.15 MILE NORTH OF INTERSECTION WITH NEW HOPE EZ0916'CHURCH ROAD (SR 2034), AND IN THE YARD OF A LARGE WHITE TWO STORY EZ0916'BRICK HOME, AND APPROXIMATELY 0.3 MILES SW OF EAST GATE SHOPPING EZ0916'CENTER. EZ0916' EZ0916'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED LENNON EZ0916'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1 EZ0916'INCH BELOW THE SURFACE OF THE GROUND. EZ0916' EZ0916'MARK IS EZ0916'23.3 FEET NW OF A WEST EDGE OF WEST CURB OF WAKE FOREST ROAD. EZ0916'140.0 FEET SSW OF A C/L OF DRIVEWAY LEADING TO RESIDENCE. EZ0916'20.3 FEET NW OF A TP W/ALUMINUM REF. TAG. EZ0916'3.0 FEET W GUY WIRE OF TP. EZ0916'36.9 FEET NE OF ALUMINUM REF. TAG ON 20 INCH SYCAMORE. EZ0916'51.6 FEET SE OF ALUMINUM REF. TAG ON 30 INCH SYCAMORE. EZ0916'148.1 FEET NNE OF THE TOP OF FIRE HYDRANT. EZ0916 EZ0916 STATION RECOVERY (1972) EZ0916 EZ0916'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0916'1.5 MI SW FROM MILLBROOK. EZ0916'LENNON IS LOCATED APPROXIMATELY 3.8 MILES NNE OF CAPITOL SQUARE IN EZ0916'RALEIGH. TO REACH STATION FROM WAKE FOREST ROAD (SR 2000) EZ0916'UNDERPASS OF U.S. 1 - U.S. 64 BYPASS IN NORTH RALEIGH, PROCEED EZ0916'NORTH ALONG WAKE FOREST ROAD FOR 0.5 MILES TO STATION ON THE LEFT EZ0916'ON TOP OF BANK IN THE YARD OF A LARGE WHITE TWO STORY BRICK HOME, EZ0916'0.15 MILES NORTH OF INTERSECTION WITH NEW HOPE CHURCH ROAD EZ0916'(SR 2034), AND APPROXIMATELY 0.3 MILES SW EAST GATE SHOPPING EZ0916'CENTER, 23.3 FT NW OF WEST EDGE OF WEST CURB OF WAKE FOREST ROAD, EZ0916'140.0 FT SSW OF C/L OF DRIVEWAY LEADING TO RESIDENCE, 20.3 FT NW EZ0916'OF TP W/ALUMINUM REF. TAG, 3.0 FT W GUY WIRE OF TP, 36.9 FT NE EZ0916'OF ALUMINUM REF. TAG ON 20 IN SYCAMORE, 51.6 FT SE ALUMINUM REF. EZ0916'TAG ON 30 IN SYCAMORE, AND 148.1 FT NNE OF THE TOP OF FIRE EZ0916'HYDRANT. DISK IS SET IN THE TOP OF A CONCRETE CYLINDER 1 INCH EZ0916'BELOW THE SURFACE OF THE GROUND. EZ0916 EZ0916 STATION RECOVERY (1976) EZ0916 EZ0916'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ0916'LENNON 1972 DESTROYED. EZ0916' EZ0916'NEAREST TOWN--1.5 MI. SW OF MILLBROOK AND 3.8 MI. NNE OF RALEIGH. EZ0916 EZ0916 STATION RECOVERY (2004) EZ0916 EZ0916'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ0916'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7345 *********************************************************************** AE7345 DESIGNATION - LENORAWAY AE7345 PID - AE7345 AE7345 STATE/COUNTY- NC/WAKE AE7345 USGS QUAD - BAYLEAF (1987) AE7345 AE7345 *CURRENT SURVEY CONTROL AE7345 ___________________________________________________________________ AE7345* NAD 83(1986)- 35 52 42.56802(N) 078 43 37.05659(W) ADJUSTED AE7345* NAVD 88 - 128.412 (meters) 421.30 (feet) ADJUSTED AE7345 ___________________________________________________________________ AE7345 LAPLACE CORR- -7.38 (seconds) DEFLEC99 AE7345 GEOID HEIGHT- -32.29 (meters) GEOID03 AE7345 DYNAMIC HT - 128.304 (meters) 420.94 (feet) COMP AE7345 MODELED GRAV- 979,784.1 (mgal) NAVD 88 AE7345 AE7345 HORZ ORDER - SECOND AE7345 VERT ORDER - SECOND CLASS II AE7345 AE7345.The North Carolina HARNS have been completed but, AE7345.due to contractual restrictions, coordinates for these stations AE7345.will NOT be published in the near future. In the interim, the AE7345.published coordinates in North Carolina will not be AE7345.consistent with the Continuously Operating Reference Stations AE7345.(CORS). The HARN coordinates for these stations are available AE7345.upon request. Contact Gary Thompson(919-733-3836). AE7345. AE7345.In addition, the published North Carolina positions AE7345.(NAD 83 (1986)) are NOT consistent with those determined in AE7345.adjacent state readjustments. The discontinuity between stations AE7345.located in North Carolina and those in adjacent states AE7345.which have been adjusted to the HARN may be as much as 5 AE7345.decimeters. This will result in a significant loss of accuracy AE7345.over lines crossing such state borders. AE7345 AE7345 AE7345.The horizontal coordinates were established by classical geodetic methods AE7345.and adjusted by the National Geodetic Survey in March 1998. AE7345 AE7345.The orthometric height was determined by differential leveling AE7345.and adjusted by the National Geodetic Survey in September 1998. AE7345 AE7345.The Laplace correction was computed from DEFLEC99 derived deflections. AE7345 AE7345.The geoid height was determined by GEOID03. AE7345 AE7345.The dynamic height is computed by dividing the NAVD 88 AE7345.geopotential number by the normal gravity value computed on the AE7345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7345.degrees latitude (g = 980.6199 gals.). AE7345 AE7345.The modeled gravity was interpolated from observed gravity values. AE7345 AE7345; North East Units Scale Factor Converg. AE7345;SPC NC - 236,152.998 634,255.508 MT 0.99993230 +0 09 27.3 AE7345;SPC NC - 774,778.63 2,080,886.61 sFT 0.99993230 +0 09 27.3 AE7345;UTM 17 - 3,972,857.648 705,194.479 MT 1.00011885 +1 19 57.4 AE7345 AE7345! - Elev Factor x Scale Factor = Combined Factor AE7345!SPC NC - 0.99998491 x 0.99993230 = 0.99991721 AE7345!UTM 17 - 0.99998491 x 1.00011885 = 1.00010376 AE7345 AE7345 SUPERSEDED SURVEY CONTROL AE7345 AE7345 NGVD 29 (03/10/98) 128.68 (m) 422.2 (f) LEVELING 3 AE7345 AE7345.Superseded values are not recommended for survey control. AE7345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7345.See file dsdata.txt to determine how the superseded data were derived. AE7345 AE7345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0519472858(NAD 83) AE7345_MARKER: DH = HORIZONTAL CONTROL DISK AE7345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7345_STAMPING: LENORAWAY 1986 AE7345_MARK LOGO: NCGS AE7345_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7345+STABILITY: SURFACE MOTION AE7345 AE7345 HISTORY - Date Condition Report By AE7345 HISTORY - 1986 MONUMENTED NCGS AE7345 HISTORY - 19870101 GOOD NCGS AE7345 AE7345 STATION DESCRIPTION AE7345 AE7345'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7345'STATION IS LOCATED ABOUT 13.5 KM (8.40 MI) NORTHWEST OF CAPITOL SQUARE AE7345'(IN RALEIGH) AND 3.2 KM (2.00 MI) SOUTH OF LEESVILLE COMMUNITY. ALONG AE7345'SR 1835 (PINECREST DRIVE), FOR 0.6 KM (0.35 MI) NORTH FROM US 70 AT AE7345'LENORAWAY DRIVE (ENTRANCE TO NORTHWEST WOODS SUBDIVISION), IN THE AE7345'SOUTHEAST QUADRANT OF THE T-INTERSECTION. MARK IS RECESSED 2 INCHES AE7345'BELOW GROUND AND ABOUT 1 FOOT (0.3 M) HIGHER THAN THE ROAD. LOCATED AE7345'10.4 M (34.1 FT) EAST OF THE CENTERLINE OF THE ROAD, 17.4 M (57.1 FT) AE7345'NORTH-NORTHEAST OF THE SOUTHERN BELL MANHOLE COVER, 46.6 M (152.9 FT) AE7345'SOUTH OF THE SOUTH END OF A CULVERT UNDER LENORAWAY, 20.8 M (68.2 FT) AE7345'EAST-SOUTHEAST OF A TELEPHONE PEDESTAL (P6)--AND 16.3 M (53.5 FT) AE7345'NORTH OF AN UNDERGROUND CABLE WARNING POST, 1.6 M (5.2 FT) AE7345'WEST-NORTHWEST OF A 4-INCH PINE--BOTH WITH REFERENCE TAGS. AE7345 AE7345 STATION RECOVERY (1987) AE7345 AE7345'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7345'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2244 *********************************************************************** EZ2244 DESIGNATION - LEON EZ2244 PID - EZ2244 EZ2244 STATE/COUNTY- NC/WAKE EZ2244 USGS QUAD - FUQUAY-VARINA (1993) EZ2244 EZ2244 *CURRENT SURVEY CONTROL EZ2244 ___________________________________________________________________ EZ2244* NAD 83(1986)- 35 35 34.30366(N) 078 45 03.54747(W) ADJUSTED EZ2244* NAVD 88 - 123.372 (meters) 404.76 (feet) ADJUSTED EZ2244 ___________________________________________________________________ EZ2244 LAPLACE CORR- -4.77 (seconds) DEFLEC99 EZ2244 GEOID HEIGHT- -32.83 (meters) GEOID03 EZ2244 DYNAMIC HT - 123.264 (meters) 404.41 (feet) COMP EZ2244 MODELED GRAV- 979,755.7 (mgal) NAVD 88 EZ2244 EZ2244 HORZ ORDER - SECOND EZ2244 VERT ORDER - SECOND CLASS II EZ2244 EZ2244.The North Carolina HARNS have been completed but, EZ2244.due to contractual restrictions, coordinates for these stations EZ2244.will NOT be published in the near future. In the interim, the EZ2244.published coordinates in North Carolina will not be EZ2244.consistent with the Continuously Operating Reference Stations EZ2244.(CORS). The HARN coordinates for these stations are available EZ2244.upon request. Contact Gary Thompson(919-733-3836). EZ2244. EZ2244.In addition, the published North Carolina positions EZ2244.(NAD 83 (1986)) are NOT consistent with those determined in EZ2244.adjacent state readjustments. The discontinuity between stations EZ2244.located in North Carolina and those in adjacent states EZ2244.which have been adjusted to the HARN may be as much as 5 EZ2244.decimeters. This will result in a significant loss of accuracy EZ2244.over lines crossing such state borders. EZ2244 EZ2244 EZ2244.The horizontal coordinates were established by classical geodetic methods EZ2244.and adjusted by the National Geodetic Survey in July 1986. EZ2244 EZ2244.The orthometric height was determined by differential leveling EZ2244.and adjusted by the National Geodetic Survey in June 1991. EZ2244 EZ2244.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2244 EZ2244.The geoid height was determined by GEOID03. EZ2244 EZ2244.The dynamic height is computed by dividing the NAVD 88 EZ2244.geopotential number by the normal gravity value computed on the EZ2244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2244.degrees latitude (g = 980.6199 gals.). EZ2244 EZ2244.The modeled gravity was interpolated from observed gravity values. EZ2244 EZ2244; North East Units Scale Factor Converg. EZ2244;SPC NC - 204,458.561 632,165.630 MT 0.99989026 +0 08 37.4 EZ2244;SPC NC - 670,794.46 2,074,030.07 sFT 0.99989026 +0 08 37.4 EZ2244;UTM 17 - 3,941,120.599 703,752.101 MT 1.00011161 +1 18 33.9 EZ2244 EZ2244! - Elev Factor x Scale Factor = Combined Factor EZ2244!SPC NC - 0.99998579 x 0.99989026 = 0.99987605 EZ2244!UTM 17 - 0.99998579 x 1.00011161 = 1.00009740 EZ2244 EZ2244: Primary Azimuth Mark Grid Az EZ2244:SPC NC - SIDETRACK 108 39 56.3 EZ2244:UTM 17 - SIDETRACK 107 29 59.8 EZ2244 EZ2244|---------------------------------------------------------------------| EZ2244| PID Reference Object Distance Geod. Az | EZ2244| dddmmss.s | EZ2244| EZ2243 SIDETRACK APPROX. 0.7 KM 1084833.7 | EZ2244| EZ2245 AUCTION 346.117 METERS 29525 | EZ2244|---------------------------------------------------------------------| EZ2244 EZ2244 SUPERSEDED SURVEY CONTROL EZ2244 EZ2244 NAD 27 - 35 35 33.74550(N) 078 45 04.51397(W) AD( ) 2 EZ2244 NGVD 29 (??/??/92) 123.639 (m) 405.64 (f) ADJ UNCH 2 2 EZ2244 EZ2244.Superseded values are not recommended for survey control. EZ2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2244.See file dsdata.txt to determine how the superseded data were derived. EZ2244 EZ2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0375241121(NAD 83) EZ2244_MARKER: DE = TRAVERSE STATION DISK EZ2244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2244_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2244_STAMPING: LEON 1976 EZ2244_MARK LOGO: NCGS EZ2244_MAGNETIC: N = NO MAGNETIC MATERIAL EZ2244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2244+STABILITY: SURFACE MOTION EZ2244_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ2244+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1999 EZ2244 EZ2244 HISTORY - Date Condition Report By EZ2244 HISTORY - 1976 MONUMENTED NCGS EZ2244 HISTORY - 1976 GOOD NCGS EZ2244 HISTORY - 19990816 GOOD NCGS EZ2244 EZ2244 STATION DESCRIPTION EZ2244 EZ2244'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2244'LEON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ2244'THE VICINITY OF WILLOW SPRINGS, NORTH CAROLINA. EZ2244' EZ2244'LEON IS LOCATED APPROXIMATELY 1.1 MILES WEST OF WILLOW SPRINGS EZ2244'AND 2.8 MILES EAST OF FUQUAY-VARINA. TO REACH STATION FROM THE EZ2244'INTERSECTION OF NC 42 WITH NC 55 NEAR THEIR JUNCTION WITH U.S. 401 EZ2244'EAST OF FUQUAY-VARINA, PROCEED EASTERLY ALONG NC 42 FOR 0.5 EZ2244'MILE TO STATION ON RIGHT, ON EAST SLOPE OF A 10 FOOT BANK AND EZ2244'1.05 MILE WEST OF INTERSECTION WITH SR 2754 CROSSROADS IN SOUTH EZ2244'SECTION OF WILLOW SPRINGS. EZ2244' EZ2244'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2244'LEON 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2244'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND AND ABOUT 2 FEET EZ2244'HIGHER THAN THE ROAD SURFACE. EZ2244' EZ2244'MARK IS 27.5 FT SSW OF C/L OF NC 42 EZ2244' EZ2244'21.4 FT ESE OF C/L OF DRIVEWAY TO ELLIOTT RESIDENCE EZ2244' EZ2244'39.6 FT SSE OF C/L INTERSECTION OF HIGHWAY WITH DRIVEWAY EZ2244' EZ2244'10.3 FT NNE OF 6 INCH PINE WITH ALUMINUM REF. TAG EZ2244' EZ2244'23.5 FT N OF TELEPHONE PEDESTAL 5 WITH POLE 1 AND WITH EZ2244'ALUMINUM REF. TAG EZ2244' EZ2244'42.9 FT ENE OF 12 INCH TWIN TRUNK PINE WITH ALUMINUM REF. TAG EZ2244 EZ2244 STATION RECOVERY (1976) EZ2244 EZ2244'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2244'1.1 MI W FROM WILLOW SPRINGS. EZ2244'TO REACH STATION FROM THE INTERSECTION OF NC 42 WITH NC 55 NEAR THEIR EZ2244'JUNCTION WITH US 401 EAST OF FUQUAY-VARINA, PROCEED EASTERLY ALONG NC EZ2244'42 FOR 0.5 MILE TO STATION ON RIGHT, ON EAST SLOPE OF A 10 FOOT BANK, EZ2244'1.05 MILE WEST OF INTERSECTION WITH SR 2754 CROSSROADS IN SOUTH EZ2244'SECTION OF WILLOW SPRINGS. 27.5 FT. SSW OF CENTERLINE OF NC 42, 21.4 EZ2244'FT. ESE OF CENTERLINE OF DRIVEWAY TO ELLIOTT RESIDENCE, 39.6 FT. SSE EZ2244'OF CENTERLINE INTERSECTION OF HIGHWAY WITH DRIVEWAY, 10.3 FT. NNE OF 6 EZ2244'INCH PINE WITH ALUMINUM REF. TAG, 23.5 FT. N OF TELEPHONE PEDESTAL NO. EZ2244'5 WITH POLE NO. 1 AND WITH ALUMINUM REF. TAG AND 42.9 FT. ENE OF 12 EZ2244'INCH TWIN TRUNK PINE WITH ALUMINUM REF. TAG. DISK IS SET IN CONCRETE EZ2244'CYLINDER, FLUSH WITH THE GROUND AND ABOUT 2 FEET HIGHER THAN THE ROAD EZ2244'SURFACE. EZ2244 EZ2244 STATION RECOVERY (1999) EZ2244 EZ2244'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL) EZ2244'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5358 *********************************************************************** EZ5358 DESIGNATION - LESHIAN EZ5358 PID - EZ5358 EZ5358 STATE/COUNTY- NC/WAKE EZ5358 USGS QUAD - NEW HILL (1983) EZ5358 EZ5358 *CURRENT SURVEY CONTROL EZ5358 ___________________________________________________________________ EZ5358* NAD 83(1986)- 35 41 27.84150(N) 078 54 52.06721(W) ADJUSTED EZ5358* NAVD 88 - 107.1 (meters) 351. (feet) VERTCON EZ5358 ___________________________________________________________________ EZ5358 LAPLACE CORR- -5.94 (seconds) DEFLEC99 EZ5358 GEOID HEIGHT- -32.09 (meters) GEOID03 EZ5358 EZ5358 HORZ ORDER - SECOND EZ5358 EZ5358.The North Carolina HARNS have been completed but, EZ5358.due to contractual restrictions, coordinates for these stations EZ5358.will NOT be published in the near future. In the interim, the EZ5358.published coordinates in North Carolina will not be EZ5358.consistent with the Continuously Operating Reference Stations EZ5358.(CORS). The HARN coordinates for these stations are available EZ5358.upon request. Contact Gary Thompson(919-733-3836). EZ5358. EZ5358.In addition, the published North Carolina positions EZ5358.(NAD 83 (1986)) are NOT consistent with those determined in EZ5358.adjacent state readjustments. The discontinuity between stations EZ5358.located in North Carolina and those in adjacent states EZ5358.which have been adjusted to the HARN may be as much as 5 EZ5358.decimeters. This will result in a significant loss of accuracy EZ5358.over lines crossing such state borders. EZ5358 EZ5358 EZ5358.The horizontal coordinates were established by classical geodetic methods EZ5358.and adjusted by the National Geodetic Survey in July 1986. EZ5358 EZ5358.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5358 EZ5358.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5358 EZ5358.The geoid height was determined by GEOID03. EZ5358 EZ5358; North East Units Scale Factor Converg. EZ5358;SPC NC - 215,328.533 617,342.748 MT 0.99990191 +0 02 57.7 EZ5358;SPC NC - 706,457.03 2,025,398.67 sFT 0.99990191 +0 02 57.7 EZ5358;UTM 17 - 3,951,688.382 688,708.264 MT 1.00003884 +1 13 01.5 EZ5358 EZ5358! - Elev Factor x Scale Factor = Combined Factor EZ5358!SPC NC - 0.99998822 x 0.99990191 = 0.99989013 EZ5358!UTM 17 - 0.99998822 x 1.00003884 = 1.00002706 EZ5358 EZ5358: Primary Azimuth Mark Grid Az EZ5358:SPC NC - CHERYL 237 19 20.8 EZ5358:UTM 17 - CHERYL 236 09 17.0 EZ5358 EZ5358|---------------------------------------------------------------------| EZ5358| PID Reference Object Distance Geod. Az | EZ5358| dddmmss.s | EZ5358| EZ5348 FARRAR 139.523 METERS 05147 | EZ5358| EZ5354 CHERYL APPROX. 1.2 KM 2372218.5 | EZ5358|---------------------------------------------------------------------| EZ5358 EZ5358 SUPERSEDED SURVEY CONTROL EZ5358 EZ5358 NAD 27 - 35 41 27.30224(N) 078 54 53.03933(W) AD( ) 2 EZ5358 NGVD 29 (07/19/86) 107.4 (m) 352. (f) VERT ANG EZ5358 EZ5358.Superseded values are not recommended for survey control. EZ5358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5358.See file dsdata.txt to determine how the superseded data were derived. EZ5358 EZ5358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8870851688(NAD 83) EZ5358_MARKER: DE = TRAVERSE STATION DISK EZ5358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5358_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5358_STAMPING: LESHIAN 1970 EZ5358_MARK LOGO: NCGS EZ5358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5358+STABILITY: SURFACE MOTION EZ5358 EZ5358 HISTORY - Date Condition Report By EZ5358 HISTORY - 1970 MONUMENTED NCGS EZ5358 EZ5358 STATION DESCRIPTION EZ5358 EZ5358'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ5358'LESHIAN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ5358'VICINITY OF NEW HILL, NORTH CAROLINA. EZ5358' EZ5358'LESHIAN IS LOCATED APPROXIMATELY 1.1 MILES NORTHEAST OF NEW HILL. TO EZ5358'REACH STATION PROCEED FROM THE INTERSECTION OF SR 1011 (OLD US 1) EZ5358'WITH SR 1141 GOING NORTHWEST AND SR 1135 GOING SOUTHEAST IN THE TOWN EZ5358'OF NEW HILL, GO NORTHEAST ON SR 1011 FOR 1.1 MILES TO SR 1168, EZ5358'CONTINUE NORTHEAST ON SR 1011 FOR 0.35 MILE TO OLD FARMHOUSE ON THE EZ5358'RIGHT AND LANE LEADING TO RAILROAD TRACKS, TAKE LANE ON RIGHT FOR EZ5358'0.1 MILE TO RR TRACKS AND STATION ON THE RIGHT, ON THE WEST SIDE EZ5358'OF TRACKS, AND APPROXIMATELY 125 FEET SOUTHWEST OF LANE. EZ5358' EZ5358'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ5358'LESHIAN 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5358'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5358' EZ5358'MARK IS-- EZ5358'12.0 FEET NW OF NW RAIL. EZ5358'200.5 FEET WSW OF GRAVEL RR CROSSING. EZ5358'11.7 FEET WSW OF ALUMINUM REF. TAG ON SIGNPOST 176. EZ5358'99.6 FEET WSW OF ALUMINUM REF. TAG ON SIGNPOST W. EZ5358'6.5 FEET NE OF ALUMINUM REF. TAG ON 6X12 POST PROJECTING 2 FT. EZ5358'29.0 FEET NE OF ALUMINUM REF. TAG ON 6X12 POST PROJECTING 2 FT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0991 *********************************************************************** EZ0991 DESIGNATION - LESTER EZ0991 PID - EZ0991 EZ0991 STATE/COUNTY- NC/WAKE EZ0991 USGS QUAD - BAYLEAF (1987) EZ0991 EZ0991 *CURRENT SURVEY CONTROL EZ0991 ___________________________________________________________________ EZ0991* NAD 83(1986)- 35 56 29.15115(N) 078 41 09.93107(W) ADJUSTED EZ0991* NAVD 88 - 123.778 (meters) 406.10 (feet) ADJUSTED EZ0991 ___________________________________________________________________ EZ0991 LAPLACE CORR- -7.22 (seconds) DEFLEC99 EZ0991 GEOID HEIGHT- -32.30 (meters) GEOID03 EZ0991 DYNAMIC HT - 123.674 (meters) 405.75 (feet) COMP EZ0991 MODELED GRAV- 979,787.5 (mgal) NAVD 88 EZ0991 EZ0991 HORZ ORDER - SECOND EZ0991 VERT ORDER - SECOND CLASS 0 EZ0991 EZ0991.The North Carolina HARNS have been completed but, EZ0991.due to contractual restrictions, coordinates for these stations EZ0991.will NOT be published in the near future. In the interim, the EZ0991.published coordinates in North Carolina will not be EZ0991.consistent with the Continuously Operating Reference Stations EZ0991.(CORS). The HARN coordinates for these stations are available EZ0991.upon request. Contact Gary Thompson(919-733-3836). EZ0991. EZ0991.In addition, the published North Carolina positions EZ0991.(NAD 83 (1986)) are NOT consistent with those determined in EZ0991.adjacent state readjustments. The discontinuity between stations EZ0991.located in North Carolina and those in adjacent states EZ0991.which have been adjusted to the HARN may be as much as 5 EZ0991.decimeters. This will result in a significant loss of accuracy EZ0991.over lines crossing such state borders. EZ0991 EZ0991 EZ0991.The horizontal coordinates were established by classical geodetic methods EZ0991.and adjusted by the National Geodetic Survey in July 1986. EZ0991 EZ0991.The orthometric height was determined by differential leveling EZ0991.and adjusted by the National Geodetic Survey in June 1991. EZ0991 EZ0991.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0991 EZ0991.The geoid height was determined by GEOID03. EZ0991 EZ0991.The dynamic height is computed by dividing the NAVD 88 EZ0991.geopotential number by the normal gravity value computed on the EZ0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0991.degrees latitude (g = 980.6199 gals.). EZ0991 EZ0991.The modeled gravity was interpolated from observed gravity values. EZ0991 EZ0991; North East Units Scale Factor Converg. EZ0991;SPC NC - 243,147.071 637,923.632 MT 0.99994492 +0 10 52.2 EZ0991;SPC NC - 797,725.02 2,092,921.12 sFT 0.99994492 +0 10 52.2 EZ0991;UTM 17 - 3,979,926.884 708,718.923 MT 1.00013682 +1 21 31.2 EZ0991 EZ0991! - Elev Factor x Scale Factor = Combined Factor EZ0991!SPC NC - 0.99998564 x 0.99994492 = 0.99993056 EZ0991!UTM 17 - 0.99998564 x 1.00013682 = 1.00012246 EZ0991 EZ0991: Primary Azimuth Mark Grid Az EZ0991:SPC NC - NIPPER 170 59 27.8 EZ0991:UTM 17 - NIPPER 169 48 48.8 EZ0991 EZ0991|---------------------------------------------------------------------| EZ0991| PID Reference Object Distance Geod. Az | EZ0991| dddmmss.s | EZ0991| EZ0990 NIPPER APPROX. 0.6 KM 1711020.0 | EZ0991|---------------------------------------------------------------------| EZ0991 EZ0991 SUPERSEDED SURVEY CONTROL EZ0991 EZ0991 NAD 27 - 35 56 28.62297(N) 078 41 10.91627(W) AD( ) 2 EZ0991 NGVD 29 (??/??/92) 124.01 (m) 406.9 (f) COMPUTED 2 0 EZ0991 EZ0991.Superseded values are not recommended for survey control. EZ0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0991.See file dsdata.txt to determine how the superseded data were derived. EZ0991 EZ0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0871979927(NAD 83) EZ0991_MARKER: DE = TRAVERSE STATION DISK EZ0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0991_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0991_STAMPING: LESTER 1970 EZ0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0991+STABILITY: SURFACE MOTION EZ0991 EZ0991 HISTORY - Date Condition Report By EZ0991 HISTORY - 1970 MONUMENTED NCGS EZ0991 HISTORY - 1973 GOOD NCGS EZ0991 EZ0991 STATION DESCRIPTION EZ0991 EZ0991'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ0991'LESTER IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0991'VICINITY OF NORTHWEST WAKE COUNTY. EZ0991' EZ0991'LESTER IS LOCATED APPROXIMATELY 2.5 MILES WEST OF BAYLEAF AND EZ0991'3.3 MILES NNE OF LEESVILLE. TO REACH STATION PROCEED FROM THE EZ0991'INTERSECTION OF NC 98 AND NC 50, GO SOUTH ON NC 50 FOR 3.1 MILES TO EZ0991'INTERSECTION OF NC 50 AND SR 1834, CONTINUE SOUTH ON NC 50 FOR EZ0991'0.05 MILE TO STATION ON LEFT. EZ0991' EZ0991'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ0991'LESTER 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ0991'IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0991' EZ0991'MARK IS-- EZ0991'25.8 FEET ENE OF C/L OF NC 50. EZ0991'9.2 FEET WSW OF ALUMINUM REF. TAG ON PP NO. 240. EZ0991'61.8 FEET N OF TOP OF CABLE MARKER NO. P132. EZ0991'59.9 FEET E OF ALUMINUM REF. TAG ON PP. EZ0991 EZ0991 STATION RECOVERY (1973) EZ0991 EZ0991'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0991'5.8 MI NW FROM MILLBROOK. EZ0991'LESTER IS LOCATED APPROXIMATELY 10.5 MILES NORTH OF CAPITOL EZ0991'SQUARE IN RALEIGH. TO REACH STATION FROM INTERSECTION OF U.S. EZ0991'70 AND NC 50 AT CRABTREE MALL, PROCEED NORTH ALONG NC 50 FOR 6.8 EZ0991'MILES TO STATION ON RIGHT, 3.25 MILES SOUTH OF INTERSECTION OF EZ0991'NC 50 AND NC 98, APPROXIMATELY 350 FT SOUTH OF INTERSECTION WITH EZ0991'SR 1834, 25.8 FT E OF C/L OF NC 50, 7.7 FT W OF PP 240 W/ALUMINUM EZ0991'REF. TAG, AND 61.8 FT N OF TOP OF UNDERGROUND CABLE MARKER P EZ0991'132. DISK IS SET IN CONCRETE CYLINDER FLUSH WITH THE SURFACE OF EZ0991'THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4444 *********************************************************************** EZ4444 DESIGNATION - LESTER EZ4444 PID - EZ4444 EZ4444 STATE/COUNTY- NC/WAKE EZ4444 USGS QUAD - KNIGHTDALE (1993) EZ4444 EZ4444 *CURRENT SURVEY CONTROL EZ4444 ___________________________________________________________________ EZ4444* NAD 83(1986)- 35 48 15.54129(N) 078 26 05.93041(W) ADJUSTED EZ4444* NAVD 88 - 98.4 (meters) 323. (feet) VERTCON EZ4444 ___________________________________________________________________ EZ4444 LAPLACE CORR- -5.81 (seconds) DEFLEC99 EZ4444 GEOID HEIGHT- -33.72 (meters) GEOID03 EZ4444 EZ4444 HORZ ORDER - SECOND EZ4444 EZ4444.The North Carolina HARNS have been completed but, EZ4444.due to contractual restrictions, coordinates for these stations EZ4444.will NOT be published in the near future. In the interim, the EZ4444.published coordinates in North Carolina will not be EZ4444.consistent with the Continuously Operating Reference Stations EZ4444.(CORS). The HARN coordinates for these stations are available EZ4444.upon request. Contact Gary Thompson(919-733-3836). EZ4444. EZ4444.In addition, the published North Carolina positions EZ4444.(NAD 83 (1986)) are NOT consistent with those determined in EZ4444.adjacent state readjustments. The discontinuity between stations EZ4444.located in North Carolina and those in adjacent states EZ4444.which have been adjusted to the HARN may be as much as 5 EZ4444.decimeters. This will result in a significant loss of accuracy EZ4444.over lines crossing such state borders. EZ4444 EZ4444 EZ4444.The horizontal coordinates were established by classical geodetic methods EZ4444.and adjusted by the National Geodetic Survey in July 1986. EZ4444 EZ4444.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4444 EZ4444.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4444 EZ4444.The geoid height was determined by GEOID03. EZ4444 EZ4444; North East Units Scale Factor Converg. EZ4444;SPC NC - 228,034.966 660,666.592 MT 0.99991899 +0 19 34.0 EZ4444;SPC NC - 748,144.72 2,167,536.98 sFT 0.99991899 +0 19 34.0 EZ4444;UTM 17 - 3,965,280.980 731,773.498 MT 1.00026199 +1 30 04.5 EZ4444 EZ4444! - Elev Factor x Scale Factor = Combined Factor EZ4444!SPC NC - 0.99998985 x 0.99991899 = 0.99990884 EZ4444!UTM 17 - 0.99998985 x 1.00026199 = 1.00025183 EZ4444 EZ4444 SUPERSEDED SURVEY CONTROL EZ4444 EZ4444 NAD 27 - 35 48 14.98504(N) 078 26 06.92273(W) AD( ) 2 EZ4444 NGVD 29 (07/19/86) 98.7 (m) 324. (f) VERT ANG EZ4444 EZ4444.Superseded values are not recommended for survey control. EZ4444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4444.See file dsdata.txt to determine how the superseded data were derived. EZ4444 EZ4444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3177365281(NAD 83) EZ4444_MARKER: DE = TRAVERSE STATION DISK EZ4444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4444_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4444_STAMPING: LESTER 1969 EZ4444_MARK LOGO: NCGS EZ4444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4444+STABILITY: SURFACE MOTION EZ4444 EZ4444 HISTORY - Date Condition Report By EZ4444 HISTORY - 1969 MONUMENTED NCGS EZ4444 HISTORY - 1970 MARK NOT FOUND NCGS EZ4444 HISTORY - 1974 MARK NOT FOUND NCGS EZ4444 HISTORY - 1976 MARK NOT FOUND NGS EZ4444 EZ4444 STATION DESCRIPTION EZ4444 EZ4444'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ4444'LESTER IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ4444'IN THE VICINITY OF WENDELL, NORTH CAROLINA. EZ4444' EZ4444'LESTER IS LOCATED APPROXIMATELY 3.7 MILES WEST OF WENDELL. TO EZ4444'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 64 BUSINESS EZ4444'AND U.S. 64 BYPASS APPROXIMATELY 1.5 MILES NORTHWEST OF WENDELL, EZ4444'GO WEST ON U.S. 64 FOR 1.0 MILE TO INTERSECTION OF U.S. 64 AND EZ4444'SR 1003, CONTINUE ON U.S. 64 FOR 0.9 MILE TO STATION IN MEDIAN OF EZ4444'U.S. 64 AND APPROXIMATELY 250 FEET EAST OF ROAD LEADING TO EZ4444'WENDELL-KNIGHTDALE AIRPORT. EZ4444' EZ4444'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ4444'LESTER 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ4444'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ4444' EZ4444'MARK IS EZ4444' EZ4444'45.4 FT S OF C/L OF W BOUND LANE OF U.S. 64 EZ4444' EZ4444'23.6 FT N OF C/L OF E BOUND LANE OF U.S. 64 EZ4444' EZ4444'94.2 FT SSE OF PP 68, WITH ALUMINUM REF. TAG EZ4444' EZ4444'29.7 SE OF E END OF CULVERT UNDER CROSSOVER EZ4444' EZ4444'57.6 SE OF C/L OF CROSSOVER WHERE IT CROSSES OVER CULVERT EZ4444' EZ4444'10.6 FT S OF C/L OF DITCH IN MEDIAN BETWEEN E AND W BOUND LANES EZ4444'OF U.S. 64 EZ4444 EZ4444 STATION RECOVERY (1970) EZ4444 EZ4444'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1970 (WCF) EZ4444'THERE ARE TWO N.C. GEODETIC SURVEY TRAVERSE STATIONS BY THE EZ4444'NAME OF LESTER IN WAKE COUNTY. EZ4444' EZ4444'LESTER 1960 (HENDERSON PROJECT) IS EAST OF KNIGHTDALE, N.C. EZ4444' EZ4444'LESTER 1970 (NW WAKE CO. PROJECT) IS NORTH OF SIX FORKS. EZ4444 EZ4444 STATION RECOVERY (1974) EZ4444 EZ4444'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB) EZ4444'LESTER 1969 DESTROYED. EZ4444 EZ4444 STATION RECOVERY (1976) EZ4444 EZ4444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LWA) EZ4444'ROAD COMPLETELY REWORKED, STATION PROBABLY DESTROYED. EZ4444' EZ4444'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EZ4444'3.7 MILES W OF WENDELL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2426 *********************************************************************** EZ2426 DESIGNATION - LICK EZ2426 PID - EZ2426 EZ2426 STATE/COUNTY- NC/WAKE EZ2426 USGS QUAD - KNIGHTDALE (1993) EZ2426 EZ2426 *CURRENT SURVEY CONTROL EZ2426 ___________________________________________________________________ EZ2426* NAD 83(1986)- 35 49 23.27775(N) 078 23 04.08252(W) ADJUSTED EZ2426* NAVD 88 - 96.167 (meters) 315.51 (feet) ADJUSTED EZ2426 ___________________________________________________________________ EZ2426 LAPLACE CORR- -5.29 (seconds) DEFLEC99 EZ2426 GEOID HEIGHT- -33.84 (meters) GEOID03 EZ2426 DYNAMIC HT - 96.082 (meters) 315.23 (feet) COMP EZ2426 MODELED GRAV- 979,747.3 (mgal) NAVD 88 EZ2426 EZ2426 HORZ ORDER - SECOND EZ2426 VERT ORDER - SECOND CLASS II EZ2426 EZ2426.The North Carolina HARNS have been completed but, EZ2426.due to contractual restrictions, coordinates for these stations EZ2426.will NOT be published in the near future. In the interim, the EZ2426.published coordinates in North Carolina will not be EZ2426.consistent with the Continuously Operating Reference Stations EZ2426.(CORS). The HARN coordinates for these stations are available EZ2426.upon request. Contact Gary Thompson(919-733-3836). EZ2426. EZ2426.In addition, the published North Carolina positions EZ2426.(NAD 83 (1986)) are NOT consistent with those determined in EZ2426.adjacent state readjustments. The discontinuity between stations EZ2426.located in North Carolina and those in adjacent states EZ2426.which have been adjusted to the HARN may be as much as 5 EZ2426.decimeters. This will result in a significant loss of accuracy EZ2426.over lines crossing such state borders. EZ2426 EZ2426 EZ2426.The horizontal coordinates were established by classical geodetic methods EZ2426.and adjusted by the National Geodetic Survey in July 1986. EZ2426 EZ2426.The orthometric height was determined by differential leveling EZ2426.and adjusted by the National Geodetic Survey in June 1991. EZ2426 EZ2426.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2426 EZ2426.The geoid height was determined by GEOID03. EZ2426 EZ2426.The dynamic height is computed by dividing the NAVD 88 EZ2426.geopotential number by the normal gravity value computed on the EZ2426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2426.degrees latitude (g = 980.6199 gals.). EZ2426 EZ2426.The modeled gravity was interpolated from observed gravity values. EZ2426 EZ2426; North East Units Scale Factor Converg. EZ2426;SPC NC - 230,149.610 665,218.888 MT 0.99992221 +0 21 19.0 EZ2426;SPC NC - 755,082.51 2,182,472.30 sFT 0.99992221 +0 21 19.0 EZ2426;UTM 17 - 3,967,489.368 736,283.044 MT 1.00028801 +1 31 53.5 EZ2426 EZ2426! - Elev Factor x Scale Factor = Combined Factor EZ2426!SPC NC - 0.99999022 x 0.99992221 = 0.99991243 EZ2426!UTM 17 - 0.99999022 x 1.00028801 = 1.00027823 EZ2426 EZ2426 SUPERSEDED SURVEY CONTROL EZ2426 EZ2426 NAD 27 - 35 49 22.71949(N) 078 23 05.07768(W) AD( ) 2 EZ2426 NGVD 29 (??/??/92) 96.450 (m) 316.44 (f) ADJ UNCH 2 2 EZ2426 EZ2426.Superseded values are not recommended for survey control. EZ2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2426.See file dsdata.txt to determine how the superseded data were derived. EZ2426 EZ2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3628367489(NAD 83) EZ2426_MARKER: DE = TRAVERSE STATION DISK EZ2426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2426_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2426_STAMPING: LICK 1976 EZ2426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2426+STABILITY: SURFACE MOTION EZ2426 EZ2426 HISTORY - Date Condition Report By EZ2426 HISTORY - 1976 MONUMENTED NCGS EZ2426 HISTORY - 1976 GOOD NCGS EZ2426 EZ2426 STATION DESCRIPTION EZ2426 EZ2426'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2426'LICK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ2426'THE VICINITY OF WENDELL, NORTH CAROLINA. EZ2426' EZ2426'LICK IS LOCATED APPROXIMATELY 2.8 MILES NNW OF WENDELL AND EZ2426'4.0 MILES WEST OF ZEBULON. TO REACH STATION FROM THE U.S. 64 EZ2426'BYPASS UNDERPASS OF NC 96 AT NORTH EDGE OF ZEBULON, PROCEED EZ2426'WESTERLY ALONG U.S. 64 FOR 3.8 MILES TO STATION ON RIGHT, ON SLOPE EZ2426'OF BANK AND NEAR THE RIGHT OF WAY FENCE AND 0.6 MILE WEST EZ2426'OF THE SR 2329 OVERPASS. EZ2426' EZ2426'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2426'LICK 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2426'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2426' EZ2426'MARK IS 90.5 FT NNW OF C/L OF U.S. 64 WEST BOUND LANE EZ2426' EZ2426'8.2 FT SSE OF FENCE POST WITH ALUMINUM REF. TAG EZ2426' EZ2426'12.5 FT ESE OF FENCE POST WITH ALUMINUM REF. TAG EZ2426' EZ2426'12.9 FT SSW OF FENCE POST WITH ALUMINUM REF. TAG EZ2426' EZ2426'65.1 FT WSW OF RIGHT OF WAY MARKER WITH ALUMINUM REF. TAG EZ2426 EZ2426 STATION RECOVERY (1976) EZ2426 EZ2426'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2426'2.5 MI NNE FROM EAGLE ROCK. EZ2426'TO REACH STATION FROM THE US 64 BYPASS UNDERPASS OF NC 96 AT NORTH EZ2426'EDGE OF ZEBULON, PROCEED WESTERLY ALONG US 64 FOR 3.8 MILES TO STATION EZ2426'ON RIGHT, ON SLOPE OF BANK AND NEAR THE RIGHT OF WAY FENCE. 0.6 MILE EZ2426'WEST OF THE SR 2329 OVERPASS. 90.5 FT. NNW OF CENTERLINE OF US 64 EZ2426'WEST BOUND LANE, 8.2 FT. SSE OF FENCE POST WITH ALUMINUM REF. TAG, EZ2426'12.5 FT. ESE OF FENCE POST WITH ALUMINUM REF. TAG, 12.9 FT. SSW OF EZ2426'FENCE POST WITH ALUMINUM REF. TAG AND 65.1 FT. WSW OF RIGHT OF WAY EZ2426'MARKER WITH ALUMINUM REF. TAG. DISK IS SET IN TOP OF CONCRETE EZ2426'CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0966 *********************************************************************** EZ0966 DESIGNATION - LIGHT EZ0966 PID - EZ0966 EZ0966 STATE/COUNTY- NC/WAKE EZ0966 USGS QUAD - RALEIGH WEST (1988) EZ0966 EZ0966 *CURRENT SURVEY CONTROL EZ0966 ___________________________________________________________________ EZ0966* NAD 83(1986)- 35 48 21.57952(N) 078 43 16.07152(W) ADJUSTED EZ0966* NAVD 88 - 124.379 (meters) 408.07 (feet) ADJUSTED EZ0966 ___________________________________________________________________ EZ0966 LAPLACE CORR- -7.07 (seconds) DEFLEC99 EZ0966 GEOID HEIGHT- -32.50 (meters) GEOID03 EZ0966 DYNAMIC HT - 124.273 (meters) 407.72 (feet) COMP EZ0966 MODELED GRAV- 979,772.8 (mgal) NAVD 88 EZ0966 EZ0966 HORZ ORDER - SECOND EZ0966 VERT ORDER - SECOND CLASS 0 EZ0966 EZ0966.The North Carolina HARNS have been completed but, EZ0966.due to contractual restrictions, coordinates for these stations EZ0966.will NOT be published in the near future. In the interim, the EZ0966.published coordinates in North Carolina will not be EZ0966.consistent with the Continuously Operating Reference Stations EZ0966.(CORS). The HARN coordinates for these stations are available EZ0966.upon request. Contact Gary Thompson(919-733-3836). EZ0966. EZ0966.In addition, the published North Carolina positions EZ0966.(NAD 83 (1986)) are NOT consistent with those determined in EZ0966.adjacent state readjustments. The discontinuity between stations EZ0966.located in North Carolina and those in adjacent states EZ0966.which have been adjusted to the HARN may be as much as 5 EZ0966.decimeters. This will result in a significant loss of accuracy EZ0966.over lines crossing such state borders. EZ0966 EZ0966 EZ0966.The horizontal coordinates were established by classical geodetic methods EZ0966.and adjusted by the National Geodetic Survey in July 1986. EZ0966 EZ0966.The orthometric height was determined by differential leveling EZ0966.and adjusted by the National Geodetic Survey in June 1991. EZ0966 EZ0966.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0966 EZ0966.The geoid height was determined by GEOID03. EZ0966 EZ0966.The dynamic height is computed by dividing the NAVD 88 EZ0966.geopotential number by the normal gravity value computed on the EZ0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0966.degrees latitude (g = 980.6199 gals.). EZ0966 EZ0966.The modeled gravity was interpolated from observed gravity values. EZ0966 EZ0966; North East Units Scale Factor Converg. EZ0966;SPC NC - 228,111.130 634,804.452 MT 0.99991927 +0 09 39.4 EZ0966;SPC NC - 748,394.60 2,082,687.61 sFT 0.99991927 +0 09 39.4 EZ0966;UTM 17 - 3,964,827.148 705,908.199 MT 1.00012247 +1 20 01.3 EZ0966 EZ0966! - Elev Factor x Scale Factor = Combined Factor EZ0966!SPC NC - 0.99998558 x 0.99991927 = 0.99990485 EZ0966!UTM 17 - 0.99998558 x 1.00012247 = 1.00010805 EZ0966 EZ0966: Primary Azimuth Mark Grid Az EZ0966:SPC NC - PATROL 2 104 32 01.5 EZ0966:UTM 17 - PATROL 2 103 21 39.6 EZ0966 EZ0966|---------------------------------------------------------------------| EZ0966| PID Reference Object Distance Geod. Az | EZ0966| dddmmss.s | EZ0966| EZ0967 PATROL 2 APPROX. 1.3 KM 1044140.9 | EZ0966|---------------------------------------------------------------------| EZ0966 EZ0966 SUPERSEDED SURVEY CONTROL EZ0966 EZ0966 NAD 27 - 35 48 21.04559(N) 078 43 17.06070(W) AD( ) 2 EZ0966 NGVD 29 (??/??/92) 124.63 (m) 408.9 (f) COMPUTED 2 0 EZ0966 EZ0966.Superseded values are not recommended for survey control. EZ0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0966.See file dsdata.txt to determine how the superseded data were derived. EZ0966 EZ0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0590864827(NAD 83) EZ0966_MARKER: DE = TRAVERSE STATION DISK EZ0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0966_SP_SET: CONCRETE POST EZ0966_STAMPING: LIGHT 1970 EZ0966_MARK LOGO: NCGS EZ0966_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0966+STABILITY: SURFACE MOTION EZ0966 EZ0966 HISTORY - Date Condition Report By EZ0966 HISTORY - 1970 MONUMENTED NCGS EZ0966 HISTORY - 1973 GOOD NCGS EZ0966 HISTORY - 1973 GOOD NCGS EZ0966 HISTORY - 1984 GOOD NCGS EZ0966 HISTORY - 1984 GOOD NCGS EZ0966 HISTORY - 1985 GOOD USPSQD EZ0966 HISTORY - 1987 GOOD USPSQD EZ0966 EZ0966 STATION DESCRIPTION EZ0966 EZ0966'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ0966'LIGHT IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0966'VICINITY OF NORTHWEST WAKE COUNTY. EZ0966' EZ0966'LIGHT IS LOCATED APPROXIMATELY 4.7 MILES WEST OF RALEIGH AND 3.6 EZ0966'MILES EAST OF CARY. TO REACH STATION PROCEED FROM THE INTERSECTION EZ0966'OF SR 1664 AND NEW NC 54, GO NORTHWEST ON NEW NC 54 FOR 0.8 EZ0966'MILE TO STATION ON LEFT, APPROXIMATELY 50 FEET ESE OF A CATCH EZ0966'BASIN, AND 1.55 MILES EAST OF BRIDGE ON SR 1655 OVER NEW NC 54. EZ0966' EZ0966'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ0966'LIGHT 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ0966'IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0966' EZ0966'MARK IS-- EZ0966'112.5 FEET SSW OF APPROXIMATE CENTER OF MEDIAN OF NEW NC 54. EZ0966'70.3 FEET N OF ALUMINUM REF. TAG WIRED TO CENTER OF METAL BRACE EZ0966'POST OF FENCE. EZ0966'58.0 FEET NNE OF ALUMINUM REF. TAG WIRED TO METAL POST OF EZ0966'FENCE. 73.5 FEET NE OF ALUMINUM REF. TAG WIRED TO METAL FENCE EZ0966'POST. 26.9 FEET ESE OF OLD WOODEN FENCE POST. EZ0966'76.0 FEET SE OF APPROXIMATE CENTER OF CATCH BASIN ON EZ0966'SOUTH SIDE OF NEW NC 54. EZ0966'125.0 FEET SSE OF CATCH BASIN IN MEDIAN. EZ0966 EZ0966 STATION RECOVERY (1973) EZ0966 EZ0966'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EZ0966'MARK WAS RECOVERED IN GOOD CONDITION. EZ0966 EZ0966 STATION RECOVERY (1973) EZ0966 EZ0966'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0966'3.5 MI ENE FROM CARY. EZ0966'LIGHT IS LOCATED APPROXIMATELY 5.0 MILES WNW OF CAPITOL SQUARE IN EZ0966'RALEIGH. TO REACH STATION FROM THE I-40 UNDERPASS OF U.S. 1 - U.S. EZ0966'64 BYPASS (BELTLINE) IN WEST RALEIGH, PROCEED WEST ALONG I-40 EZ0966'FOR 1.50 MILES TO STATION ON THE LEFT, 01.55 MILES SE OF SR 1655 EZ0966'BRIDGE OVER I-40, 66.7 FT SSW OF C/L OF E BOUND LANE OF I-40, 70.3 EZ0966'FT N OF CENTER BRACE POST OF FENCE, 76.0 FT SE OF CENTER OF METAL EZ0966'CRATE DRAINAGE COVER, 125.0 FT SSE OF CENTER OF METAL CRATE EZ0966'DRAINAGE COVER IN MEDIAN, 58.0 FT NNE OF TAG WIRED TO METAL FENCE EZ0966'POST, 73.5 FT NE OF TAG WIRED TO METAL FENCE POST, 26.9 FT ESE OF EZ0966'OLD WOODEN FENCE POST. DISK IS SET IN TOP OF A CONCRETE CYLINDER EZ0966'FLUSH WITH THE GROUND. EZ0966 EZ0966 STATION RECOVERY (1984) EZ0966 EZ0966'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ0966'THE STATION WAS RECOVERED AT THIS DATE. EZ0966'THE DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING CHANGES. EZ0966'HIGHWAY NC 54 IS NOW THE WADE AVENUE EXTENSION. EZ0966' EZ0966'THE STATION IS 21.4 METERS (70.3 FT) NORTH FROM THE CENTER OF METAL EZ0966'FENCE BRACE POST, 17.7 METERS (58.0 FT) NORTH-NORTHWEST FROM A EZ0966'METAL FENCE POST, 22.4 METERS (73.5 FT) NORTHEAST OF A METAL FENCE EZ0966'POST, 23.3 METERS (76.0 FT) SOUTHEAST OF THE CENTER OF A CATCH EZ0966'BASIN ON SOUTH SIDE OF HIGHWAY, 34.0 METERS (125 FT) EZ0966'SOUTH-SOUTHEAST FROM A CATCH BASIN IN THE MEDIAN, 16.8 METERS (55.0 EZ0966'FT) SOUTH-SOUTHWEST FROM THE SOUTHEDGE OF PAVEMENT, AND 3.0 METERS EZ0966'(9.9 FT) SOUTHEAST FROM A 6 INCH OAK WITH REFERENCE TAG. EZ0966 EZ0966 STATION RECOVERY (1984) EZ0966 EZ0966'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ0966'RECOVERED IN GOOD CONDITION EXCEPT ADD THE STATION IS 21.4 METERS EZ0966'(70.3 FT) NORTH FROM THE CENTER OF METAL FENCE BRACE POST, 17.7 EZ0966'METERS (58.0 FT) NORTH-NORTHWEST FROM A METAL FENCE POST, 22.4 METES EZ0966'(73.5 FT) NORTHEAST FROM A METAL FENCE POST, 23.3 METERS (76.0 FT) EZ0966'SOUTHEAST FROM THE CENTER OF A CATCH BASIN ON SOUTH SIDE OF HIGHWAY, EZ0966'34.0 METERS (125 FT) SOUTH-SOUTHEAST FROM A CATCH BASIN IN MEDIAN, EZ0966'16.8 METERS (55.0 FT) SOUTH-SOUTHWEST FROM THE SOUTHEDGE OF PAVEMENT, EZ0966'AND 3.0 METERS (9.9 FT) SOUTHEAST FROM A 6 INCH OAK WITH REFERENCE EZ0966'TAG. EZ0966 EZ0966 STATION RECOVERY (1985) EZ0966 EZ0966'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ0966'LIGHT 1970 FOUND GOOD. EZ0966 EZ0966 STATION RECOVERY (1987) EZ0966 EZ0966'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ0966'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5339 *********************************************************************** EZ5339 DESIGNATION - LINDA EZ5339 PID - EZ5339 EZ5339 STATE/COUNTY- NC/WAKE EZ5339 USGS QUAD - FUQUAY-VARINA (1993) EZ5339 EZ5339 *CURRENT SURVEY CONTROL EZ5339 ___________________________________________________________________ EZ5339* NAD 83(1986)- 35 33 45.12518(N) 078 45 16.74800(W) ADJUSTED EZ5339* NAVD 88 - 118.3 (meters) 388. (feet) VERTCON EZ5339 ___________________________________________________________________ EZ5339 LAPLACE CORR- -4.65 (seconds) DEFLEC99 EZ5339 GEOID HEIGHT- -32.87 (meters) GEOID03 EZ5339 EZ5339 HORZ ORDER - SECOND EZ5339 EZ5339.The North Carolina HARNS have been completed but, EZ5339.due to contractual restrictions, coordinates for these stations EZ5339.will NOT be published in the near future. In the interim, the EZ5339.published coordinates in North Carolina will not be EZ5339.consistent with the Continuously Operating Reference Stations EZ5339.(CORS). The HARN coordinates for these stations are available EZ5339.upon request. Contact Gary Thompson(919-733-3836). EZ5339. EZ5339.In addition, the published North Carolina positions EZ5339.(NAD 83 (1986)) are NOT consistent with those determined in EZ5339.adjacent state readjustments. The discontinuity between stations EZ5339.located in North Carolina and those in adjacent states EZ5339.which have been adjusted to the HARN may be as much as 5 EZ5339.decimeters. This will result in a significant loss of accuracy EZ5339.over lines crossing such state borders. EZ5339 EZ5339 EZ5339.The horizontal coordinates were established by classical geodetic methods EZ5339.and adjusted by the National Geodetic Survey in July 1986. EZ5339 EZ5339.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5339 EZ5339.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5339 EZ5339.The geoid height was determined by GEOID03. EZ5339 EZ5339; North East Units Scale Factor Converg. EZ5339;SPC NC - 201,093.262 631,841.678 MT 0.99988725 +0 08 29.8 EZ5339;SPC NC - 659,753.48 2,072,967.24 sFT 0.99988725 +0 08 29.8 EZ5339;UTM 17 - 3,937,748.659 703,496.594 MT 1.00011033 +1 18 22.8 EZ5339 EZ5339! - Elev Factor x Scale Factor = Combined Factor EZ5339!SPC NC - 0.99998658 x 0.99988725 = 0.99987384 EZ5339!UTM 17 - 0.99998658 x 1.00011033 = 1.00009691 EZ5339 EZ5339: Primary Azimuth Mark Grid Az EZ5339:SPC NC - SUTTON 176 46 19.7 EZ5339:UTM 17 - SUTTON 175 36 26.7 EZ5339 EZ5339|---------------------------------------------------------------------| EZ5339| PID Reference Object Distance Geod. Az | EZ5339| dddmmss.s | EZ5339| EZ5340 SUTTON APPROX. 0.6 KM 1765449.5 | EZ5339|---------------------------------------------------------------------| EZ5339 EZ5339 SUPERSEDED SURVEY CONTROL EZ5339 EZ5339 NAD 27 - 35 33 44.56159(N) 078 45 17.70839(W) AD( ) 2 EZ5339 NGVD 29 (07/19/86) 118.6 (m) 389. (f) VERT ANG EZ5339 EZ5339.Superseded values are not recommended for survey control. EZ5339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5339.See file dsdata.txt to determine how the superseded data were derived. EZ5339 EZ5339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0349737749(NAD 83) EZ5339_MARKER: DE = TRAVERSE STATION DISK EZ5339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5339_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5339_STAMPING: LINDA 1972 EZ5339_MARK LOGO: NCGS EZ5339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5339+STABILITY: SURFACE MOTION EZ5339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5339+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2004 EZ5339 EZ5339 HISTORY - Date Condition Report By EZ5339 HISTORY - 1972 MONUMENTED NCGS EZ5339 HISTORY - 1984 GOOD USPSQD EZ5339 HISTORY - 1985 GOOD USPSQD EZ5339 HISTORY - 20041102 GOOD GEOCAC EZ5339 EZ5339 STATION DESCRIPTION EZ5339 EZ5339'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ5339'LINDA IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ5339'THE VICINITY OF FUQUAY-VARINA, NORTH CAROLINA. EZ5339' EZ5339'LINDA IS LOCATED APPROXIMATELY 2.95 MILES SOUTHEAST OF FUQUAY-VARINA. EZ5339'TO REACH STATION FROM THE INTERSECTION OF US 401, NC 55 AND NC 42 EZ5339'EAST OF FUQUAY-VARINA, PROCEED SOUTH ALONG NC 55 FOR 2.4 MILES TO EZ5339'STATION ON LEFT IN NE QUADRANT OF INTERSECTION OF NC 55 AND SR EZ5339'2764, APPROXIMATELY 200 FEET WEST OF MIDDLE BARN OF THREE EZ5339'TOBACCO BARNS, ON EDGE OF 8 FOOT EMBANKMENT, AND APPROXIMATELY EZ5339'250 FEET ENE AND ACROSS NC 55 FROM A BRICK DWELLING. EZ5339' EZ5339'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED LINDA EZ5339'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EZ5339'FLUSH WITH THE GROUND. EZ5339' EZ5339'MARK IS-- EZ5339'40.8 FEET E OF C/L OF NC 55. EZ5339'101.6 FEET N OF C/L OF SR 2764. EZ5339'9.7 FEET W OF PP W/TRANSFORMER AND ALUMINUM REF. TAG. EZ5339'55.8 FEET NNW OF LINDAS BEAUTY SALON SIGN WITH ALUMINUM REF. TAG. EZ5339'86.3 FEET NE OF TP NO. 17 WITH ALUMINUM REF. TAG. EZ5339 EZ5339 STATION RECOVERY (1984) EZ5339 EZ5339'RECOVERY NOTE BY US POWER SQUADRON 1984 (JEH) EZ5339'LINDA 1972 FOUND GOOD, MONU. PANELED FOR MAPPING CONTROL. EZ5339 EZ5339 STATION RECOVERY (1985) EZ5339 EZ5339'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ5339'RECOVERED IN GOOD CONDITION. EZ5339 EZ5339 STATION RECOVERY (2004) EZ5339 EZ5339'RECOVERY NOTE BY GEOCACHING 2004 (PFF) EZ5339'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1066 *********************************************************************** EZ1066 DESIGNATION - LINE EZ1066 PID - EZ1066 EZ1066 STATE/COUNTY- NC/WAKE EZ1066 USGS QUAD - APEX (1993) EZ1066 EZ1066 *CURRENT SURVEY CONTROL EZ1066 ___________________________________________________________________ EZ1066* NAD 83(1986)- 35 43 34.50443(N) 078 48 48.20575(W) ADJUSTED EZ1066* NAVD 88 - 130.354 (meters) 427.67 (feet) ADJUSTED EZ1066 ___________________________________________________________________ EZ1066 LAPLACE CORR- -5.57 (seconds) DEFLEC99 EZ1066 GEOID HEIGHT- -32.34 (meters) GEOID03 EZ1066 DYNAMIC HT - 130.241 (meters) 427.30 (feet) COMP EZ1066 MODELED GRAV- 979,764.1 (mgal) NAVD 88 EZ1066 EZ1066 HORZ ORDER - SECOND EZ1066 VERT ORDER - SECOND CLASS 0 EZ1066 EZ1066.The North Carolina HARNS have been completed but, EZ1066.due to contractual restrictions, coordinates for these stations EZ1066.will NOT be published in the near future. In the interim, the EZ1066.published coordinates in North Carolina will not be EZ1066.consistent with the Continuously Operating Reference Stations EZ1066.(CORS). The HARN coordinates for these stations are available EZ1066.upon request. Contact Gary Thompson(919-733-3836). EZ1066. EZ1066.In addition, the published North Carolina positions EZ1066.(NAD 83 (1986)) are NOT consistent with those determined in EZ1066.adjacent state readjustments. The discontinuity between stations EZ1066.located in North Carolina and those in adjacent states EZ1066.which have been adjusted to the HARN may be as much as 5 EZ1066.decimeters. This will result in a significant loss of accuracy EZ1066.over lines crossing such state borders. EZ1066 EZ1066 EZ1066.The horizontal coordinates were established by classical geodetic methods EZ1066.and adjusted by the National Geodetic Survey in July 1986. EZ1066 EZ1066.The orthometric height was determined by differential leveling EZ1066.and adjusted by the National Geodetic Survey in June 1991. EZ1066 EZ1066.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1066 EZ1066.The geoid height was determined by GEOID03. EZ1066 EZ1066.The dynamic height is computed by dividing the NAVD 88 EZ1066.geopotential number by the normal gravity value computed on the EZ1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1066.degrees latitude (g = 980.6199 gals.). EZ1066 EZ1066.The modeled gravity was interpolated from observed gravity values. EZ1066 EZ1066; North East Units Scale Factor Converg. EZ1066;SPC NC - 219,244.500 626,482.995 MT 0.99990679 +0 06 27.7 EZ1066;SPC NC - 719,304.66 2,055,386.29 sFT 0.99990679 +0 06 27.7 EZ1066;UTM 17 - 3,955,790.584 697,768.158 MT 1.00008199 +1 16 37.9 EZ1066 EZ1066! - Elev Factor x Scale Factor = Combined Factor EZ1066!SPC NC - 0.99998462 x 0.99990679 = 0.99989141 EZ1066!UTM 17 - 0.99998462 x 1.00008199 = 1.00006661 EZ1066 EZ1066: Primary Azimuth Mark Grid Az EZ1066:SPC NC - TURN 056 03 29.3 EZ1066:UTM 17 - TURN 054 53 19.1 EZ1066 EZ1066|---------------------------------------------------------------------| EZ1066| PID Reference Object Distance Geod. Az | EZ1066| dddmmss.s | EZ1066| EZ1068 TURN APPROX. 2.2 KM 0560957.0 | EZ1066|---------------------------------------------------------------------| EZ1066 EZ1066 SUPERSEDED SURVEY CONTROL EZ1066 EZ1066 NAD 27 - 35 43 33.95870(N) 078 48 49.18138(W) AD( ) 2 EZ1066 NGVD 29 (??/??/92) 130.609 (m) 428.51 (f) ADJ UNCH 2 0 EZ1066 EZ1066.Superseded values are not recommended for survey control. EZ1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1066.See file dsdata.txt to determine how the superseded data were derived. EZ1066 EZ1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9776855791(NAD 83) EZ1066_MARKER: DE = TRAVERSE STATION DISK EZ1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1066_STAMPING: LINE 1967 EZ1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1066+STABILITY: SURFACE MOTION EZ1066 EZ1066 HISTORY - Date Condition Report By EZ1066 HISTORY - 1967 MONUMENTED NCGS EZ1066 HISTORY - 1973 GOOD NCGS EZ1066 HISTORY - 1983 GOOD USPSQD EZ1066 HISTORY - 1983 GOOD USPSQD EZ1066 EZ1066 STATION DESCRIPTION EZ1066 EZ1066'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1066'LINE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1066'IN THE VICINITY OF APEX, NORTH CAROLINA. EZ1066' EZ1066'LINE IS LOCATED APPROXIMATELY 2.2 MILES ESE OF THE CENTER OF EZ1066'APEX. TO REACH STATION PROCEED FROM THE INTERSECTION OF EZ1066'SR 1010 (OLD 42) WITH U.S. 1, GO NORTHEAST ON U.S. 1 FOR 0.6 MILE EZ1066'TO STATION. WHICH IS ON THE SOUTH BANK OF U.S. 1 UNDER THE EAST EZ1066'SIDE OF A HIGH VOLTAGE LINE AND ON TOP OF ABOUT A 10 FOOT CUT. EZ1066' EZ1066'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1066'LINE 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1066'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ1066' EZ1066'MARK IS EZ1066' EZ1066'78.8 FT SSE OF C/L OF U.S. 1 EZ1066' EZ1066'118.2 FT SE OF METAL POST WITH NORTH U.S. 1 SIGN EZ1066' EZ1066'35.6 FT W OF 4 INCH GUM TREE WITH ALUMINUM REF. TAG, AT EDGE OF EZ1066'WOODS LINE EZ1066' EZ1066'55.4 FT NE OF 4 INCH GUM TREE WITH ALUMINUM REF. TAG, AT EDGE OF EZ1066'WOODS LINE EZ1066' EZ1066'153.2 FT ENE OF S END OF CONCRETE DRAINAGE AT EDGE OF WOODS LINE EZ1066 EZ1066 STATION RECOVERY (1973) EZ1066 EZ1066'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1066'2.2 MI E FROM APEX. EZ1066'LINE IS LOCATED APPROXIMATELY 10.5 MILES WSW OF CAPITOL SQUARE EZ1066'IN RALEIGH. TO REACH STATION FROM JUNCTION OF U.S. 1 AND U.S. EZ1066'64 E OF APEX, PROCEED SW ALONG U.S. 1 FOR 1.35 MILES TO STATION EZ1066'ON LEFT ON TOP OF SOUTH BANK AND UNDER A HIGH VOLTAGE POWER LINE, EZ1066'0.6 MILES NE OF SR 1010 (OLD NC 42) OVERPASS OF U.S. 1, 78.8 EZ1066'FT SSE OF C/L OF U.S. 1, 35.6 FT W OF 4 IN GUM W/ALUMINUM REF. EZ1066'TAG, 55.4 FT NE OF 4 IN GUM W/ALUMINUM REF. TAG, 118.2 FT SE EZ1066'OF NORTH U.S. 1 SIGN POST W/ALUMINUM REF. TAG, AND 153.2 FT EZ1066'ENE OF S END OF CONCRETE DRAIN AT EDGE OF WOODS. DISK IS SET IN EZ1066'CONCRETE CYLINDER FLUSH WITH THE SURFACE OF THE GROUND. EZ1066 EZ1066 STATION RECOVERY (1983) EZ1066 EZ1066'RECOVERY NOTE BY US POWER SQUADRON 1983 (RKG) EZ1066'LINE 1967 RECOVERED GOOD. EZ1066 EZ1066 STATION RECOVERY (1983) EZ1066 EZ1066'RECOVERY NOTE BY US POWER SQUADRON 1983 EZ1066'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5130 *********************************************************************** EZ5130 DESIGNATION - LINEN EZ5130 PID - EZ5130 EZ5130 STATE/COUNTY- NC/WAKE EZ5130 USGS QUAD - RALEIGH WEST (1988) EZ5130 EZ5130 *CURRENT SURVEY CONTROL EZ5130 ___________________________________________________________________ EZ5130* NAD 83(1986)- 35 47 29.75733(N) 078 40 52.18850(W) ADJUSTED EZ5130* NAVD 88 - 136. (meters) 446. (feet) VERTCON EZ5130 ___________________________________________________________________ EZ5130 LAPLACE CORR- -6.92 (seconds) DEFLEC99 EZ5130 GEOID HEIGHT- -32.70 (meters) GEOID03 EZ5130 EZ5130 HORZ ORDER - SECOND EZ5130 EZ5130.The North Carolina HARNS have been completed but, EZ5130.due to contractual restrictions, coordinates for these stations EZ5130.will NOT be published in the near future. In the interim, the EZ5130.published coordinates in North Carolina will not be EZ5130.consistent with the Continuously Operating Reference Stations EZ5130.(CORS). The HARN coordinates for these stations are available EZ5130.upon request. Contact Gary Thompson(919-733-3836). EZ5130. EZ5130.In addition, the published North Carolina positions EZ5130.(NAD 83 (1986)) are NOT consistent with those determined in EZ5130.adjacent state readjustments. The discontinuity between stations EZ5130.located in North Carolina and those in adjacent states EZ5130.which have been adjusted to the HARN may be as much as 5 EZ5130.decimeters. This will result in a significant loss of accuracy EZ5130.over lines crossing such state borders. EZ5130 EZ5130 EZ5130.The horizontal coordinates were established by classical geodetic methods EZ5130.and adjusted by the National Geodetic Survey in July 1986. EZ5130 EZ5130.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5130 EZ5130.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5130 EZ5130.The geoid height was determined by GEOID03. EZ5130 EZ5130; North East Units Scale Factor Converg. EZ5130;SPC NC - 226,524.936 638,421.696 MT 0.99991688 +0 11 02.5 EZ5130;SPC NC - 743,190.56 2,094,555.18 sFT 0.99991688 +0 11 02.5 EZ5130;UTM 17 - 3,963,314.993 709,557.928 MT 1.00014116 +1 21 23.9 EZ5130 EZ5130! - Elev Factor x Scale Factor = Combined Factor EZ5130!SPC NC - 0.99998383 x 0.99991688 = 0.99990071 EZ5130!UTM 17 - 0.99998383 x 1.00014116 = 1.00012499 EZ5130 EZ5130 SUPERSEDED SURVEY CONTROL EZ5130 EZ5130 NAD 27 - 35 47 29.21625(N) 078 40 53.17368(W) AD( ) 2 EZ5130 NGVD 29 (07/19/86) 136. (m) 446. (f) VERT ANG EZ5130 EZ5130.Superseded values are not recommended for survey control. EZ5130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5130.See file dsdata.txt to determine how the superseded data were derived. EZ5130 EZ5130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0955863315(NAD 83) EZ5130_MARKER: DE = TRAVERSE STATION DISK EZ5130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5130_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5130_STAMPING: LINEN 1967 EZ5130_MARK LOGO: NCGS EZ5130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5130+STABILITY: SURFACE MOTION EZ5130 EZ5130 HISTORY - Date Condition Report By EZ5130 HISTORY - 1967 MONUMENTED NCGS EZ5130 HISTORY - 1979 MARK NOT FOUND LOCSUR EZ5130 HISTORY - 20040520 MARK NOT FOUND USPSQD EZ5130 EZ5130 STATION DESCRIPTION EZ5130 EZ5130'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ5130'LINEN IS N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ5130'THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5130' EZ5130'LINEN IS LOCATED APPROXIMATELY 2.6 MILES WEST OF RALEIGH EZ5130'CAPITOL SQUARE. TO REACH STATION PROCEED FROM CAPITOL SQUARE EZ5130'WEST ON HILLSBOROUGH STREET FOR 2.6 MILES TO STATION ON SOUTH EZ5130'SIDE OF HILLSBOROUGH ST., STATION IS IN THE NORTHEAST CORNER OF EZ5130'CAROLINA POWER AND LIGHT ELECTRIC POWER SUBSTATION, EZ5130'APPROXIMATELY 200 FT NORTHWEST OF RALEIGH LINEN SERVICE EZ5130'BUILDING, ON WEST SIDE OF SUBSTATION DRIVE, AND BETWEEN CURB EZ5130'AND SIDEWALK ON HILLSBOROUGH ST. EZ5130' EZ5130'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5130'LINEN 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5130'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5130' EZ5130'MARK IS EZ5130' EZ5130'12.0 FT NW OF PP 4 WITH ALUMINUM REF. TAG EZ5130' EZ5130'45.7 FT NNE OF PP 3 WITH ALUMINUM REF. TAG EZ5130' EZ5130'53.2 FT SE OF PP 3309 WITH ALUMINUM REF. TAG EZ5130' EZ5130'75.2 FT SE OF NE LEG OF STEEL TOWER EZ5130' EZ5130'23.5 FT SW OF C/L OF HILLSBOROUGH ST. EZ5130' EZ5130'29.0 FT NW OF C/L OF SUBSTATION DRIVE EZ5130' EZ5130'1.3 FT NE OF N EDGE OF SIDEWALK ON S SIDE OF HILLSBOROUGH ST. EZ5130 EZ5130 STATION RECOVERY (1979) EZ5130 EZ5130'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (PD) EZ5130'THE STATION WAS REPORTED PROBABLY DESTROYED. IT WAS SEARCHED FOR BUT EZ5130'NOT FOUND. EZ5130 EZ5130 STATION RECOVERY (2004) EZ5130 EZ5130'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ5130'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6570 *********************************************************************** EZ6570 DESIGNATION - LITCH EZ6570 PID - EZ6570 EZ6570 STATE/COUNTY- NC/WAKE EZ6570 USGS QUAD - WAKE FOREST (1987) EZ6570 EZ6570 *CURRENT SURVEY CONTROL EZ6570 ___________________________________________________________________ EZ6570* NAD 83(1986)- 35 54 11.64634(N) 078 36 13.44761(W) ADJUSTED EZ6570* NAVD 88 - 134.0 (meters) 440. (feet) VERTCON EZ6570 ___________________________________________________________________ EZ6570 LAPLACE CORR- -7.32 (seconds) DEFLEC99 EZ6570 GEOID HEIGHT- -32.74 (meters) GEOID03 EZ6570 EZ6570 HORZ ORDER - SECOND EZ6570 EZ6570.The North Carolina HARNS have been completed but, EZ6570.due to contractual restrictions, coordinates for these stations EZ6570.will NOT be published in the near future. In the interim, the EZ6570.published coordinates in North Carolina will not be EZ6570.consistent with the Continuously Operating Reference Stations EZ6570.(CORS). The HARN coordinates for these stations are available EZ6570.upon request. Contact Gary Thompson(919-733-3836). EZ6570. EZ6570.In addition, the published North Carolina positions EZ6570.(NAD 83 (1986)) are NOT consistent with those determined in EZ6570.adjacent state readjustments. The discontinuity between stations EZ6570.located in North Carolina and those in adjacent states EZ6570.which have been adjusted to the HARN may be as much as 5 EZ6570.decimeters. This will result in a significant loss of accuracy EZ6570.over lines crossing such state borders. EZ6570 EZ6570 EZ6570.The horizontal coordinates were established by classical geodetic methods EZ6570.and adjusted by the National Geodetic Survey in December 1992. EZ6570 EZ6570.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6570 EZ6570.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6570 EZ6570.The geoid height was determined by GEOID03. EZ6570 EZ6570; North East Units Scale Factor Converg. EZ6570;SPC NC - 238,935.823 645,371.146 MT 0.99993712 +0 13 43.4 EZ6570;SPC NC - 783,908.61 2,117,355.17 sFT 0.99993712 +0 13 43.4 EZ6570;UTM 17 - 3,975,868.666 716,253.011 MT 1.00017628 +1 24 20.7 EZ6570 EZ6570! - Elev Factor x Scale Factor = Combined Factor EZ6570!SPC NC - 0.99998411 x 0.99993712 = 0.99992123 EZ6570!UTM 17 - 0.99998411 x 1.00017628 = 1.00016038 EZ6570 EZ6570 SUPERSEDED SURVEY CONTROL EZ6570 EZ6570 NGVD 29 (12/28/92) 134.3 (m) 441. (f) VERT ANG EZ6570 EZ6570.Superseded values are not recommended for survey control. EZ6570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6570.See file dsdata.txt to determine how the superseded data were derived. EZ6570 EZ6570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1625375869(NAD 83) EZ6570_MARKER: DH = HORIZONTAL CONTROL DISK EZ6570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6570_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6570_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6570+STABILITY: SURFACE MOTION EZ6570 EZ6570 HISTORY - Date Condition Report By EZ6570 HISTORY - 1985 MONUMENTED NCGS EZ6570 EZ6570 STATION DESCRIPTION EZ6570 EZ6570'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ6570'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) NORTH OF MILLBROOK. EZ6570' EZ6570'ALONG FALLS OF NEUSE ROAD, EAST-NORTHEAST FROM THE STRICKLAND ROAD EZ6570'(SR 1829) INTERSECTION, AT THE LITCHFORD ROAD INTERSECTION, IN A BED EZ6570'OF BOXWOODS AND PERPENDICULAR TO THE CENTER OF THE EAST MOST EZ6570'ORNAMENTAL FENCE. EZ6570' EZ6570'THE STATION IS A STANDARD NCGS DISK STAMPED---LITCH 1985---, EZ6570'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6570'25 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EZ6570'14.4 METERS (47.3 FT) NORTHWEST OF THE CENTERLINE OF SR 2000 (FALLS EZ6570'OF NEUSE ROAD), EZ6570'10.9 METERS (35.6 FT) NORTHEAST OF THE CENTERLINE OF SR 2012 EZ6570'(LITCHFORD ROAD), EZ6570'17.9 METERS (58.7 FT) NORTH OF THE CENTERLINE INTERSECTION OF THE EZ6570'ROADS, EZ6570'4.9 METERS (16.0 FT) SOUTHEAST OF THE NORTHWEST MOST ORNAMENTAL EZ6570'FENCE POST, EZ6570'2.6 METERS (8.4 FT) SOUTH OF THE FENCE LINE (AT MUIRFIELD SIGN), AND EZ6570'19.4 METERS (63.8 FT) EAST-NORTHEAST OF A STREET LIGHT POST WITH A EZ6570'REFERENCE TAG. EZ6570' EZ6570'MARK IS LEVEL WITH THE INTERSECTION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2424 *********************************************************************** EZ2424 DESIGNATION - LITTLE RIVER EZ2424 PID - EZ2424 EZ2424 STATE/COUNTY- NC/WAKE EZ2424 USGS QUAD - ZEBULON (1981) EZ2424 EZ2424 *CURRENT SURVEY CONTROL EZ2424 ___________________________________________________________________ EZ2424* NAD 83(1986)- 35 49 42.06892(N) 078 21 33.77222(W) ADJUSTED EZ2424* NAVD 88 - 74.981 (meters) 246.00 (feet) ADJUSTED EZ2424 ___________________________________________________________________ EZ2424 LAPLACE CORR- -4.85 (seconds) DEFLEC99 EZ2424 GEOID HEIGHT- -33.91 (meters) GEOID03 EZ2424 DYNAMIC HT - 74.914 (meters) 245.78 (feet) COMP EZ2424 MODELED GRAV- 979,748.0 (mgal) NAVD 88 EZ2424 EZ2424 HORZ ORDER - SECOND EZ2424 VERT ORDER - SECOND CLASS II EZ2424 EZ2424.The North Carolina HARNS have been completed but, EZ2424.due to contractual restrictions, coordinates for these stations EZ2424.will NOT be published in the near future. In the interim, the EZ2424.published coordinates in North Carolina will not be EZ2424.consistent with the Continuously Operating Reference Stations EZ2424.(CORS). The HARN coordinates for these stations are available EZ2424.upon request. Contact Gary Thompson(919-733-3836). EZ2424. EZ2424.In addition, the published North Carolina positions EZ2424.(NAD 83 (1986)) are NOT consistent with those determined in EZ2424.adjacent state readjustments. The discontinuity between stations EZ2424.located in North Carolina and those in adjacent states EZ2424.which have been adjusted to the HARN may be as much as 5 EZ2424.decimeters. This will result in a significant loss of accuracy EZ2424.over lines crossing such state borders. EZ2424 EZ2424 EZ2424.The horizontal coordinates were established by classical geodetic methods EZ2424.and adjusted by the National Geodetic Survey in July 1986. EZ2424 EZ2424.The orthometric height was determined by differential leveling EZ2424.and adjusted by the National Geodetic Survey in June 1991. EZ2424 EZ2424.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2424 EZ2424.The geoid height was determined by GEOID03. EZ2424 EZ2424.The dynamic height is computed by dividing the NAVD 88 EZ2424.geopotential number by the normal gravity value computed on the EZ2424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2424.degrees latitude (g = 980.6199 gals.). EZ2424 EZ2424.The modeled gravity was interpolated from observed gravity values. EZ2424 EZ2424; North East Units Scale Factor Converg. EZ2424;SPC NC - 230,743.058 667,481.833 MT 0.99992312 +0 22 11.1 EZ2424;SPC NC - 757,029.52 2,189,896.65 sFT 0.99992312 +0 22 11.1 EZ2424;UTM 17 - 3,968,129.392 738,534.164 MT 1.00030118 +1 32 47.2 EZ2424 EZ2424! - Elev Factor x Scale Factor = Combined Factor EZ2424!SPC NC - 0.99999355 x 0.99992312 = 0.99991667 EZ2424!UTM 17 - 0.99999355 x 1.00030118 = 1.00029473 EZ2424 EZ2424 SUPERSEDED SURVEY CONTROL EZ2424 EZ2424 NAD 27 - 35 49 41.51192(N) 078 21 34.77011(W) AD( ) 2 EZ2424 NGVD 29 (??/??/92) 75.264 (m) 246.93 (f) ADJ UNCH 2 2 EZ2424 EZ2424.Superseded values are not recommended for survey control. EZ2424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2424.See file dsdata.txt to determine how the superseded data were derived. EZ2424 EZ2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3853468129(NAD 83) EZ2424_MARKER: DE = TRAVERSE STATION DISK EZ2424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2424_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2424_STAMPING: LITTLE RIVER 1976 EZ2424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2424+STABILITY: SURFACE MOTION EZ2424 EZ2424 HISTORY - Date Condition Report By EZ2424 HISTORY - 1976 MONUMENTED NCGS EZ2424 HISTORY - 1976 GOOD NCGS EZ2424 HISTORY - 1987 GOOD USPSQD EZ2424 EZ2424 STATION DESCRIPTION EZ2424 EZ2424'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2424'LITTLE RIVER IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ2424'ESTABLISHED IN THE VICINITY OF ZEBULON, NORTH CAROLINA. EZ2424' EZ2424'LITTLE RIVER IS LOCATED APPROXIMATELY 2.6 MILES WEST OF EZ2424'ZEBULON AND 3.0 MILES NORTH OF WENDELL. TO REACH STATION FROM EZ2424'THE U.S. 64 BYPASS UNDERPASS OF NC 96 AT NORTH EDGE OF ZEBULON, EZ2424'PROCEED WESTERLY ALONG U.S. 64 BYPASS FOR 2.3 MILES TO STATION EZ2424'ON LEFT, ACROSS MEDIAN AND EAST BOUND LANE, AT A MILEAGE SIGN EZ2424'SUPPORTED BY TWO METAL I BEAMS, 0.9 MILE EAST OF THE SR 2329 EZ2424'OVERPASS AND 0.35 MILE SOUTHWEST OF BRIDGE OVER LITTLE RIVER. EZ2424' EZ2424'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2424'LITTLE RIVER 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE EZ2424'TOP OF WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND. EZ2424' EZ2424'MARK IS 38.4 FT SSE OF C/L OF U.S. 64 EAST BOUND LANE EZ2424' EZ2424'6.2 FT NNW OF NORTHERNMOST METAL SUPPORT POST EZ2424' EZ2424'143.6 FT WSW OF WESTERNMOST END OF CONCRETE HEADWALL OF CULVERT EZ2424'ON SOUTH SIDE OF HIGHWAY EZ2424' EZ2424'147.7 FT SW OF CENTER OF TOP OF METAL STORM DRAIN COVER IN EZ2424'MEDIAN EZ2424' EZ2424'72.7 FT NNE OF 6 INCH POPLAR WITH ALUMINUM REF. TAG EZ2424' EZ2424'74.6 FT WNW OF 4 INCH PINE EZ2424 EZ2424 STATION RECOVERY (1976) EZ2424 EZ2424'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2424'2.6 MI W FROM ZEBULON. EZ2424'TO REACH STATION FROM THE US 64 BYPASS UNDERPASS OF NC 96 AT NORTH EZ2424'EDGE OF ZEBULON, PROCEED WESTERLY ALONG US 64 BYPASS FOR 2.3 MILES TO EZ2424'STATION ON LEFT, ACROSS MEDIAN AND EAST BOUND LANE, AT A MILEAGE SIGN EZ2424'SUPPORTED BY TWO METAL I BEAMS, 0.9 MILE EAST OF THE SR 2329 OVERPASS EZ2424'AND 0.35 MILE SOUTHWEST OF BRIDGE OVER LITTLE RIVER. 38.4 FT. SSE OF EZ2424'CENTERLINE OF US 64 EAST BOUND LANE, 6.2 FT. NNW OF NORTHERNMOST METAL EZ2424'SUPPORT POST, 143.6 FT. WSW OF WESTERNMOST END OF CONCRETE HEADWALL OF EZ2424'CULVERT ON SOUTH SIDE OF HIGHWAY, 147.7 FT. SW OF CENTER OF TOP OF EZ2424'METAL STORM DRAIN COVER IN MEDIAN, 72.7 FT. NNE OF 6 INCH POPLAR WITH EZ2424'ALUMINUM REF. TAG AND 74.6 FT. WNW OF 4 INCH PINE. DISK IS SET IN EZ2424'CONCRETE CYLINDER, 4 INCHES BELOW THE SURFACE OF THE GROUND. EZ2424 EZ2424 STATION RECOVERY (1987) EZ2424 EZ2424'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ2424'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7340 *********************************************************************** AE7340 DESIGNATION - LIVEOAK AE7340 PID - AE7340 AE7340 STATE/COUNTY- NC/WAKE AE7340 USGS QUAD - BAYLEAF (1987) AE7340 AE7340 *CURRENT SURVEY CONTROL AE7340 ___________________________________________________________________ AE7340* NAD 83(1986)- 35 53 35.96213(N) 078 43 38.13935(W) ADJUSTED AE7340* NAVD 88 - 152.740 (meters) 501.11 (feet) ADJUSTED AE7340 ___________________________________________________________________ AE7340 LAPLACE CORR- -7.38 (seconds) DEFLEC99 AE7340 GEOID HEIGHT- -32.24 (meters) GEOID03 AE7340 DYNAMIC HT - 152.611 (meters) 500.69 (feet) COMP AE7340 MODELED GRAV- 979,783.6 (mgal) NAVD 88 AE7340 AE7340 HORZ ORDER - SECOND AE7340 VERT ORDER - SECOND CLASS II AE7340 AE7340.The North Carolina HARNS have been completed but, AE7340.due to contractual restrictions, coordinates for these stations AE7340.will NOT be published in the near future. In the interim, the AE7340.published coordinates in North Carolina will not be AE7340.consistent with the Continuously Operating Reference Stations AE7340.(CORS). The HARN coordinates for these stations are available AE7340.upon request. Contact Gary Thompson(919-733-3836). AE7340. AE7340.In addition, the published North Carolina positions AE7340.(NAD 83 (1986)) are NOT consistent with those determined in AE7340.adjacent state readjustments. The discontinuity between stations AE7340.located in North Carolina and those in adjacent states AE7340.which have been adjusted to the HARN may be as much as 5 AE7340.decimeters. This will result in a significant loss of accuracy AE7340.over lines crossing such state borders. AE7340 AE7340 AE7340.The horizontal coordinates were established by classical geodetic methods AE7340.and adjusted by the National Geodetic Survey in March 1998. AE7340 AE7340.The orthometric height was determined by differential leveling AE7340.and adjusted by the National Geodetic Survey in September 1998. AE7340 AE7340.The Laplace correction was computed from DEFLEC99 derived deflections. AE7340 AE7340.The geoid height was determined by GEOID03. AE7340 AE7340.The dynamic height is computed by dividing the NAVD 88 AE7340.geopotential number by the normal gravity value computed on the AE7340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7340.degrees latitude (g = 980.6199 gals.). AE7340 AE7340.The modeled gravity was interpolated from observed gravity values. AE7340 AE7340; North East Units Scale Factor Converg. AE7340;SPC NC - 237,798.487 634,223.829 MT 0.99993517 +0 09 26.7 AE7340;SPC NC - 780,177.20 2,080,782.68 sFT 0.99993517 +0 09 26.7 AE7340;UTM 17 - 3,974,502.445 705,129.044 MT 1.00011852 +1 19 58.5 AE7340 AE7340! - Elev Factor x Scale Factor = Combined Factor AE7340!SPC NC - 0.99998109 x 0.99993517 = 0.99991626 AE7340!UTM 17 - 0.99998109 x 1.00011852 = 1.00009961 AE7340 AE7340 SUPERSEDED SURVEY CONTROL AE7340 AE7340 NGVD 29 (03/10/98) 153.01 (m) 502.0 (f) LEVELING 3 AE7340 AE7340.Superseded values are not recommended for survey control. AE7340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7340.See file dsdata.txt to determine how the superseded data were derived. AE7340 AE7340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0512974502(NAD 83) AE7340_MARKER: DH = HORIZONTAL CONTROL DISK AE7340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7340_STAMPING: LIVEOAK 1986 AE7340_MARK LOGO: NCGS AE7340_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7340+STABILITY: SURFACE MOTION AE7340_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AE7340+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005 AE7340 AE7340 HISTORY - Date Condition Report By AE7340 HISTORY - 1986 MONUMENTED NCGS AE7340 HISTORY - 19870101 GOOD NCGS AE7340 HISTORY - 20050810 GOOD USPSQD AE7340 AE7340 STATION DESCRIPTION AE7340 AE7340'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7340'STATION IS LOCATED ABOUT 15.0 KM (9.30 MI) NORTH-NORTHWEST OF CAPITOL AE7340'SQUARE (IN RALEIGH) AND 1.4 KM (0.85 MI) SOUTH OF LEESVILLE COMMUNITY. AE7340'ALONG SR 1835 (PINECREST DRIVE) FOR 2.2 KM (1.35 MI) NORTH FROM US 70 AE7340'TO SR 3427 (LIVEOAK TRAIL) AND SR 3420 (SPRINGWOOD DRIVE), IN THE AE7340'SOUTHWEST QUADRANT OF THE CROSSROADS. MARK IS RECESSED 1 INCH BELOW AE7340'GROUND AND LEVEL WITH ROAD. LOCATED 6.9 M (22.6 FT) WEST OF THE AE7340'CENTERLINE OF SR 1835, 8.7 M (28.5 FT) SOUTH OF THE CENTERLINE OF SR AE7340'3427, 5.4 M (17.7 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE SOUTH AE7340'MOST BRICK COLUMN, 6.9 M (22.6 FT) EAST-SOUTHEAST OF THE NORTHEAST AE7340'CORNER OF THE NORTH MOST BRICK COLUMN, AND 25.3 M (83.0 FT) SOUTHWEST AE7340'OF A STREET LAMP POLE WITH A REFERENCE TAG. AE7340 AE7340 STATION RECOVERY (1987) AE7340 AE7340'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7340'RECOVERED AS DESCRIBED. AE7340 AE7340 STATION RECOVERY (2005) AE7340 AE7340'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) AE7340'N 35 53.599 AE7340'W 078 43.635 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2425 *********************************************************************** EZ2425 DESIGNATION - LIZARD EZ2425 PID - EZ2425 EZ2425 STATE/COUNTY- NC/WAKE EZ2425 USGS QUAD - KNIGHTDALE (1993) EZ2425 EZ2425 *CURRENT SURVEY CONTROL EZ2425 ___________________________________________________________________ EZ2425* NAD 83(1986)- 35 49 27.78576(N) 078 22 29.86366(W) ADJUSTED EZ2425* NAVD 88 - 94.948 (meters) 311.51 (feet) ADJUSTED EZ2425 ___________________________________________________________________ EZ2425 LAPLACE CORR- -5.13 (seconds) DEFLEC99 EZ2425 GEOID HEIGHT- -33.87 (meters) GEOID03 EZ2425 DYNAMIC HT - 94.864 (meters) 311.23 (feet) COMP EZ2425 MODELED GRAV- 979,747.3 (mgal) NAVD 88 EZ2425 EZ2425 HORZ ORDER - SECOND EZ2425 VERT ORDER - SECOND CLASS II EZ2425 EZ2425.The North Carolina HARNS have been completed but, EZ2425.due to contractual restrictions, coordinates for these stations EZ2425.will NOT be published in the near future. In the interim, the EZ2425.published coordinates in North Carolina will not be EZ2425.consistent with the Continuously Operating Reference Stations EZ2425.(CORS). The HARN coordinates for these stations are available EZ2425.upon request. Contact Gary Thompson(919-733-3836). EZ2425. EZ2425.In addition, the published North Carolina positions EZ2425.(NAD 83 (1986)) are NOT consistent with those determined in EZ2425.adjacent state readjustments. The discontinuity between stations EZ2425.located in North Carolina and those in adjacent states EZ2425.which have been adjusted to the HARN may be as much as 5 EZ2425.decimeters. This will result in a significant loss of accuracy EZ2425.over lines crossing such state borders. EZ2425 EZ2425 EZ2425.The horizontal coordinates were established by classical geodetic methods EZ2425.and adjusted by the National Geodetic Survey in July 1986. EZ2425 EZ2425.The orthometric height was determined by differential leveling EZ2425.and adjusted by the National Geodetic Survey in June 1991. EZ2425 EZ2425.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2425 EZ2425.The geoid height was determined by GEOID03. EZ2425 EZ2425.The dynamic height is computed by dividing the NAVD 88 EZ2425.geopotential number by the normal gravity value computed on the EZ2425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2425.degrees latitude (g = 980.6199 gals.). EZ2425 EZ2425.The modeled gravity was interpolated from observed gravity values. EZ2425 EZ2425; North East Units Scale Factor Converg. EZ2425;SPC NC - 230,293.905 666,076.867 MT 0.99992243 +0 21 38.7 EZ2425;SPC NC - 755,555.92 2,185,287.19 sFT 0.99992243 +0 21 38.7 EZ2425;UTM 17 - 3,967,651.306 737,138.194 MT 1.00029300 +1 32 13.8 EZ2425 EZ2425! - Elev Factor x Scale Factor = Combined Factor EZ2425!SPC NC - 0.99999041 x 0.99992243 = 0.99991284 EZ2425!UTM 17 - 0.99999041 x 1.00029300 = 1.00028341 EZ2425 EZ2425 SUPERSEDED SURVEY CONTROL EZ2425 EZ2425 NAD 27 - 35 49 27.22779(N) 078 22 30.85976(W) AD( ) 2 EZ2425 NAVD 88 (01/16/98) 94.95 (m) 311.5 (f) LEVELING 3 EZ2425 NGVD 29 (??/??/92) 95.231 (m) 312.44 (f) ADJ UNCH 2 2 EZ2425 EZ2425.Superseded values are not recommended for survey control. EZ2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2425.See file dsdata.txt to determine how the superseded data were derived. EZ2425 EZ2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3713867651(NAD 83) EZ2425_MARKER: DE = TRAVERSE STATION DISK EZ2425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2425_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2425_STAMPING: LIZARD 1976 EZ2425_MARK LOGO: NCGS EZ2425_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ2425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2425+STABILITY: SURFACE MOTION EZ2425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ2425+SATELLITE: SATELLITE OBSERVATIONS - March 21, 1995 EZ2425 EZ2425 HISTORY - Date Condition Report By EZ2425 HISTORY - 1976 MONUMENTED NCGS EZ2425 HISTORY - 1976 GOOD NCGS EZ2425 HISTORY - 1987 GOOD USPSQD EZ2425 HISTORY - 19950321 GOOD GEOMET EZ2425 EZ2425 STATION DESCRIPTION EZ2425 EZ2425'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2425'LIZARD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2425'IN THE VICINITY OF WENDELL, NORTH CAROLINA. EZ2425' EZ2425'LIZARD IS LOCATED APPROXIMATELY 2.8 MILES NORTH OF WENDELL AND EZ2425'3.4 MILES WEST OF ZEBULON. THE STATION IS AT THE SR 2329 OVERPASS EZ2425'OF U.S. 64 BYPASS, NEAR THE SOUTHWEST END OF THE BRIDGE, 0.55 EZ2425'MILE NORTH OF THE INTERSECTION OF NC 97 AND SR 2329 IN SMALL EZ2425'CROSSROADS COMMUNITY OF LIZARD LICK. EZ2425' EZ2425'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2425'LIZARD 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2425'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2425' EZ2425'MARK IS 24.5 FT W OF C/L OF SR 2329 EZ2425' EZ2425'16.0 FT SSE OF CENTER OF TOP OF SOUTH END OF WEST CONCRETE EZ2425'BRIDGE RAIL EZ2425' EZ2425'8.5 FT SSE OF METAL SIGN POST AT SOUTHWEST END OF OVERPASS EZ2425' EZ2425'53.4 FT NNW OF EASTERNMOST METAL POST WITH U.S. 64 E SIGN EZ2425 EZ2425 STATION RECOVERY (1976) EZ2425 EZ2425'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2425'2.8 MI N FROM WENDELL. EZ2425'THE STATION IS AT THE SR 2329 OVERPASS OF US 64 BYPASS, NEAR THE EZ2425'SOUTHWEST END OF THE BRIDGE. 0.55 MILE NORTH OF THE INTERSECTION OF EZ2425'NC 97 WITH SR 2329 IN SMALL CROSSROADS COMMUNITY OF LIZARD LICK. 24.5 EZ2425'FT. W OF CENTERLINE OF SR 2329, 16.0 FT. SSE OF CENTER OF TOP OF SOUTH EZ2425'END OF WEST CONCRETE BRIDGE RAIL, 8.5 FT. SSE OF METAL SIGN POST AT EZ2425'SOUTHWEST END OF OVERPASS AND 53.4 FT. NNW OF EASTERNMOST METAL POST EZ2425'WITH US 64 E SIGN. DISK IS SET IN TOP OF CONCRETE CYLINDER, FLUSH EZ2425'WITH THE SURFACE OF THE GROUND. EZ2425 EZ2425 STATION RECOVERY (1987) EZ2425 EZ2425'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ2425'RECOVERED IN GOOD CONDITION. EZ2425 EZ2425 STATION RECOVERY (1995) EZ2425 EZ2425'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1995 (DAR) EZ2425'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5378 *********************************************************************** EZ5378 DESIGNATION - LOG CABIN EZ5378 PID - EZ5378 EZ5378 STATE/COUNTY- NC/WAKE EZ5378 USGS QUAD - SOUTHEAST DURHAM (1993) EZ5378 EZ5378 *CURRENT SURVEY CONTROL EZ5378 ___________________________________________________________________ EZ5378* NAD 83(1986)- 35 55 16.08436(N) 078 47 38.87952(W) ADJUSTED EZ5378* NAVD 88 - 118.4 (meters) 388. (feet) VERTCON EZ5378 ___________________________________________________________________ EZ5378 LAPLACE CORR- -6.28 (seconds) DEFLEC99 EZ5378 GEOID HEIGHT- -31.92 (meters) GEOID03 EZ5378 EZ5378 HORZ ORDER - SECOND EZ5378 EZ5378.The North Carolina HARNS have been completed but, EZ5378.due to contractual restrictions, coordinates for these stations EZ5378.will NOT be published in the near future. In the interim, the EZ5378.published coordinates in North Carolina will not be EZ5378.consistent with the Continuously Operating Reference Stations EZ5378.(CORS). The HARN coordinates for these stations are available EZ5378.upon request. Contact Gary Thompson(919-733-3836). EZ5378. EZ5378.In addition, the published North Carolina positions EZ5378.(NAD 83 (1986)) are NOT consistent with those determined in EZ5378.adjacent state readjustments. The discontinuity between stations EZ5378.located in North Carolina and those in adjacent states EZ5378.which have been adjusted to the HARN may be as much as 5 EZ5378.decimeters. This will result in a significant loss of accuracy EZ5378.over lines crossing such state borders. EZ5378 EZ5378 EZ5378.The horizontal coordinates were established by classical geodetic methods EZ5378.and adjusted by the National Geodetic Survey in July 1986. EZ5378 EZ5378.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5378 EZ5378.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5378 EZ5378.The geoid height was determined by GEOID03. EZ5378 EZ5378; North East Units Scale Factor Converg. EZ5378;SPC NC - 240,869.649 628,180.279 MT 0.99994072 +0 07 07.8 EZ5378;SPC NC - 790,253.17 2,060,954.80 sFT 0.99994072 +0 07 07.8 EZ5378;UTM 17 - 3,977,449.453 699,022.745 MT 1.00008810 +1 17 40.4 EZ5378 EZ5378! - Elev Factor x Scale Factor = Combined Factor EZ5378!SPC NC - 0.99998643 x 0.99994072 = 0.99992716 EZ5378!UTM 17 - 0.99998643 x 1.00008810 = 1.00007453 EZ5378 EZ5378: Primary Azimuth Mark Grid Az EZ5378:SPC NC - ARBOR INN 130 55 54.8 EZ5378:UTM 17 - ARBOR INN 129 45 22.2 EZ5378 EZ5378|---------------------------------------------------------------------| EZ5378| PID Reference Object Distance Geod. Az | EZ5378| dddmmss.s | EZ5378| EZ5362 ARBOR INN APPROX. 1.4 KM 1310302.6 | EZ5378|---------------------------------------------------------------------| EZ5378 EZ5378 SUPERSEDED SURVEY CONTROL EZ5378 EZ5378 NAD 27 - 35 55 15.56170(N) 078 47 39.85656(W) AD( ) 2 EZ5378 NGVD 29 (07/19/86) 118.6 (m) 389. (f) VERT ANG EZ5378 EZ5378.Superseded values are not recommended for survey control. EZ5378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5378.See file dsdata.txt to determine how the superseded data were derived. EZ5378 EZ5378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9902377449(NAD 83) EZ5378_MARKER: DE = TRAVERSE STATION DISK EZ5378_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND EZ5378_STAMPING: LOG CABIN 1961 EZ5378_MARK LOGO: NCGS EZ5378_MAGNETIC: N = NO MAGNETIC MATERIAL EZ5378_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ5378 EZ5378 HISTORY - Date Condition Report By EZ5378 HISTORY - 1961 MONUMENTED NCGS EZ5378 HISTORY - 19860101 SEE DESCRIPTION NCGS EZ5378 EZ5378 STATION DESCRIPTION EZ5378 EZ5378'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ5378'LOG CABIN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5378'IN THE VICINITY OF DURHAM, NORTH CAROLINA. EZ5378' EZ5378'LOG CABIN IS LOCATED APPROXIMATELY 3.4 MILES NNW OF EZ5378'RALEIGH-DURHAM AIRPORT AND 7.9 MILES SE OF DURHAM, N.C. TO EZ5378'REACH STATION PROCEED FROM THE INTERSECTION OF RALEIGH-DURHAM EZ5378'AIRPORT RD. (SR 1002) AND U.S. 70 NORTHWEST ON U.S. 70 FOR EZ5378'2.2 MILES TO STATION. THE STATION IS LOCATED ON THE NORTHWEST EZ5378'END OF MEDIAN SOUTHEAST OF CROSSOVER. IN FRONT OF A LOG EZ5378'CABIN. AND ABOUT 75 YARDS EAST OF HENNIS FREIGHT LINE, EZ5378'INC. BUILDING. EZ5378' EZ5378'STATION MARK IS A PRECAST MONUMENT WITH A N.C. BRASS TRAVERSE EZ5378'DISK, STAMPED LOG CABIN 1961, WHICH IS 2 INCHES BELOW THE EZ5378'SURFACE OF THE GROUND. EZ5378' EZ5378'MARK IS EZ5378' EZ5378'32.3 FT SW OF C/L OF WEST BOUND LANE OF U.S. 70 EZ5378' EZ5378'21.5 FT NE OF C/L OF EAST BOUND LANE OF U.S. 70 EZ5378' EZ5378'3.3 FT NNE OF REFLECTOR POST ON SOUTH SIDE OF CROSSOVER EZ5378' EZ5378'51.7 FT SE OF HIGHWAY DIRECTION SIGN WITH ALUMINUM REF. TAG EZ5378'ON NE SIDE OF WEST BOUND LANE EZ5378 EZ5378 STATION RECOVERY (1986) EZ5378 EZ5378'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ5378'EDM WAS USED TO DETERMINE STATION LOCATION. LOCATION IS UNDER EZ5378'PAVEMENT OF A CROSSOVER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1903 *********************************************************************** EZ1903 DESIGNATION - LOGGING EZ1903 PID - EZ1903 EZ1903 STATE/COUNTY- NC/WAKE EZ1903 USGS QUAD - ROLESVILLE (1993) EZ1903 EZ1903 *CURRENT SURVEY CONTROL EZ1903 ___________________________________________________________________ EZ1903* NAD 83(1986)- 35 59 55.64601(N) 078 29 17.73057(W) ADJUSTED EZ1903* NAVD 88 - 136.006 (meters) 446.21 (feet) ADJUSTED EZ1903 ___________________________________________________________________ EZ1903 LAPLACE CORR- -7.18 (seconds) DEFLEC99 EZ1903 GEOID HEIGHT- -32.94 (meters) GEOID03 EZ1903 DYNAMIC HT - 135.891 (meters) 445.84 (feet) COMP EZ1903 MODELED GRAV- 979,784.4 (mgal) NAVD 88 EZ1903 EZ1903 HORZ ORDER - SECOND EZ1903 VERT ORDER - FIRST CLASS II EZ1903 EZ1903.The North Carolina HARNS have been completed but, EZ1903.due to contractual restrictions, coordinates for these stations EZ1903.will NOT be published in the near future. In the interim, the EZ1903.published coordinates in North Carolina will not be EZ1903.consistent with the Continuously Operating Reference Stations EZ1903.(CORS). The HARN coordinates for these stations are available EZ1903.upon request. Contact Gary Thompson(919-733-3836). EZ1903. EZ1903.In addition, the published North Carolina positions EZ1903.(NAD 83 (1986)) are NOT consistent with those determined in EZ1903.adjacent state readjustments. The discontinuity between stations EZ1903.located in North Carolina and those in adjacent states EZ1903.which have been adjusted to the HARN may be as much as 5 EZ1903.decimeters. This will result in a significant loss of accuracy EZ1903.over lines crossing such state borders. EZ1903 EZ1903 EZ1903.The horizontal coordinates were established by classical geodetic methods EZ1903.and adjusted by the National Geodetic Survey in July 1986. EZ1903 EZ1903.The orthometric height was determined by differential leveling EZ1903.and adjusted by the National Geodetic Survey in June 1991. EZ1903 EZ1903.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1903 EZ1903.The geoid height was determined by GEOID03. EZ1903 EZ1903.The dynamic height is computed by dividing the NAVD 88 EZ1903.geopotential number by the normal gravity value computed on the EZ1903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1903.degrees latitude (g = 980.6199 gals.). EZ1903 EZ1903.The modeled gravity was interpolated from observed gravity values. EZ1903 EZ1903; North East Units Scale Factor Converg. EZ1903;SPC NC - 249,585.445 655,740.259 MT 0.99995747 +0 17 43.3 EZ1903;SPC NC - 818,848.25 2,151,374.50 sFT 0.99995747 +0 17 43.3 EZ1903;UTM 17 - 3,986,732.228 726,403.353 MT 1.00023164 +1 28 37.0 EZ1903 EZ1903! - Elev Factor x Scale Factor = Combined Factor EZ1903!SPC NC - 0.99998382 x 0.99995747 = 0.99994130 EZ1903!UTM 17 - 0.99998382 x 1.00023164 = 1.00021546 EZ1903 EZ1903: Primary Azimuth Mark Grid Az EZ1903:SPC NC - CURETON 047 12 45.0 EZ1903:UTM 17 - CURETON 046 01 51.3 EZ1903 EZ1903|---------------------------------------------------------------------| EZ1903| PID Reference Object Distance Geod. Az | EZ1903| dddmmss.s | EZ1903| FY2067 CURETON APPROX. 1.3 KM 0473028.3 | EZ1903| EZ1904 DIM RM 453.841 METERS 2172833.7 | EZ1903|---------------------------------------------------------------------| EZ1903 EZ1903 SUPERSEDED SURVEY CONTROL EZ1903 EZ1903 NAD 27 - 35 59 55.09833(N) 078 29 18.73258(W) AD( ) 2 EZ1903 NGVD 29 (03/05/92) 136.281 (m) 447.12 (f) ADJUSTED 1 2 EZ1903 EZ1903.Superseded values are not recommended for survey control. EZ1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1903.See file dsdata.txt to determine how the superseded data were derived. EZ1903 EZ1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2640386732(NAD 83) EZ1903_MARKER: DE = TRAVERSE STATION DISK EZ1903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1903_SP_SET: CONCRETE POST EZ1903_STAMPING: LOGGING 1978 EZ1903_MARK LOGO: NCGS EZ1903_PROJECTION: FLUSH EZ1903_MAGNETIC: N = NO MAGNETIC MATERIAL EZ1903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1903+STABILITY: SURFACE MOTION EZ1903_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ1903+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2004 EZ1903 EZ1903 HISTORY - Date Condition Report By EZ1903 HISTORY - 1978 MONUMENTED NCGS EZ1903 HISTORY - 1980 GOOD NCGS EZ1903 HISTORY - 20041128 GOOD USPSQD EZ1903 EZ1903 STATION DESCRIPTION EZ1903 EZ1903'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ1903'THE STATION IS LOCATED APPROXIMATELY 1.8 MILES NORTHEAST OF WAKE EZ1903'FOREST AND 1.9 MILES SOUTH OF YOUNGSVILLE. EZ1903' EZ1903'TO REACH THE STATION FROM THE INTERSECTION OF NC 98 WITH WHITE STREET EZ1903'(SR 1941) IN WAKE FOREST, PROCEED NORTHEASTERLY ALONG WHITE STREET FOR EZ1903'1.85 MILES TO STATION ON THE LEFT, BETWEEN ROAD AND RAILROAD AND 0.1 EZ1903'MILE SOUTHWEST OF WAKE-FRANKLIN COUNTY LINE. EZ1903' EZ1903'STATION MARK IS A STANDARD DISK STAMPED---LOGGING 1978---SET IN THE EZ1903'TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE. EZ1903'THE MARK IS 68.9 FEET NORTHWEST OF SR 1941, 32.2 FEET SOUTHEAST OF EZ1903'SOUTHEAST RAIL OF RAILROAD, 3.8 FEET EAST OF TELEGRAPH POLE WITH EZ1903'REFERENCE TAG, 49.9 FEET NORTHEAST OF TELEPHONE POLE WITH REFERENCE EZ1903'TAG AND 85.8 FEET SOUTHWEST OF TELEPHONE POLE 637 WITH REFERENCE TAG. EZ1903 EZ1903 STATION RECOVERY (1980) EZ1903 EZ1903'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ1903'1.8 MI NE FROM WAKE FOREST. EZ1903'1.85 MILES NORTHEAST ALONG SR 1941 (WHITE STREET) FROM EZ1903'INTERSECTION WITH N.C. 98 IN WAKE FOREST, OR 0.1 MILE SOUTHWEST EZ1903'OF WAKE-FRANKLIN COUNTY LINE, BETWEEN ROAD AND RAILROAD, EZ1903'68.9 FEET NORTHWEST OF ROAD, 32.2 FEET SOUTHEAST OF SOUTHEAST EZ1903'RAIL OF RAILROAD, 3.8 FEET EAST OF TELEGRAPH POLE WITH REFERENCE EZ1903'TAG, 49.9 FEET NORTHEAST OF TELEPHONE POLE WITH REFERENCE TAG AND EZ1903'85.8 FEET SOUTHWEST OF TELEPHONE POLE 637 WITH REFERENCE TAG. EZ1903'THE MARK IS 1 FT BELOW HIGHWAY. EZ1903 EZ1903 STATION RECOVERY (2004) EZ1903 EZ1903'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ1903'RECOVERED AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2489 *********************************************************************** EZ2489 DESIGNATION - LONGVIEW EZ2489 PID - EZ2489 EZ2489 STATE/COUNTY- NC/WAKE EZ2489 USGS QUAD - RALEIGH EAST (1993) EZ2489 EZ2489 *CURRENT SURVEY CONTROL EZ2489 ___________________________________________________________________ EZ2489* NAD 83(1986)- 35 46 46.60143(N) 078 36 27.53495(W) ADJUSTED EZ2489* NAVD 88 - 99.800 (meters) 327.43 (feet) ADJUSTED EZ2489 ___________________________________________________________________ EZ2489 LAPLACE CORR- -7.92 (seconds) DEFLEC99 EZ2489 GEOID HEIGHT- -33.05 (meters) GEOID03 EZ2489 DYNAMIC HT - 99.714 (meters) 327.14 (feet) COMP EZ2489 MODELED GRAV- 979,764.2 (mgal) NAVD 88 EZ2489 EZ2489 HORZ ORDER - SECOND EZ2489 VERT ORDER - SECOND CLASS II EZ2489 EZ2489.The North Carolina HARNS have been completed but, EZ2489.due to contractual restrictions, coordinates for these stations EZ2489.will NOT be published in the near future. In the interim, the EZ2489.published coordinates in North Carolina will not be EZ2489.consistent with the Continuously Operating Reference Stations EZ2489.(CORS). The HARN coordinates for these stations are available EZ2489.upon request. Contact Gary Thompson(919-733-3836). EZ2489. EZ2489.In addition, the published North Carolina positions EZ2489.(NAD 83 (1986)) are NOT consistent with those determined in EZ2489.adjacent state readjustments. The discontinuity between stations EZ2489.located in North Carolina and those in adjacent states EZ2489.which have been adjusted to the HARN may be as much as 5 EZ2489.decimeters. This will result in a significant loss of accuracy EZ2489.over lines crossing such state borders. EZ2489 EZ2489 EZ2489.The horizontal coordinates were established by classical geodetic methods EZ2489.and adjusted by the National Geodetic Survey in July 1986. EZ2489 EZ2489.The orthometric height was determined by differential leveling EZ2489.and adjusted by the National Geodetic Survey in June 1991. EZ2489 EZ2489.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2489 EZ2489.The geoid height was determined by GEOID03. EZ2489 EZ2489.The dynamic height is computed by dividing the NAVD 88 EZ2489.geopotential number by the normal gravity value computed on the EZ2489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2489.degrees latitude (g = 980.6199 gals.). EZ2489 EZ2489.The modeled gravity was interpolated from observed gravity values. EZ2489 EZ2489; North East Units Scale Factor Converg. EZ2489;SPC NC - 225,218.761 645,072.126 MT 0.99991493 +0 13 35.2 EZ2489;SPC NC - 738,905.22 2,116,374.13 sFT 0.99991493 +0 13 35.2 EZ2489;UTM 17 - 3,962,144.918 716,235.318 MT 1.00017620 +1 23 57.4 EZ2489 EZ2489! - Elev Factor x Scale Factor = Combined Factor EZ2489!SPC NC - 0.99998952 x 0.99991493 = 0.99990446 EZ2489!UTM 17 - 0.99998952 x 1.00017620 = 1.00016572 EZ2489 EZ2489: Primary Azimuth Mark Grid Az EZ2489:SPC NC - VEHICLES 270 30 07.1 EZ2489:UTM 17 - VEHICLES 269 19 44.9 EZ2489 EZ2489|---------------------------------------------------------------------| EZ2489| PID Reference Object Distance Geod. Az | EZ2489| dddmmss.s | EZ2489| EZ5082 VEHICLES APPROX. 1.3 KM 2704342.3 | EZ2489|---------------------------------------------------------------------| EZ2489 EZ2489 SUPERSEDED SURVEY CONTROL EZ2489 EZ2489 NAD 27 - 35 46 46.06325(N) 078 36 28.52171(W) AD( ) 2 EZ2489 NGVD 29 (??/??/92) 100.081 (m) 328.35 (f) ADJ UNCH 2 2 EZ2489 EZ2489.Superseded values are not recommended for survey control. EZ2489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2489.See file dsdata.txt to determine how the superseded data were derived. EZ2489 EZ2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1623562145(NAD 83) EZ2489_MARKER: DE = TRAVERSE STATION DISK EZ2489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2489_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2489_STAMPING: LONGVIEW 1967 EZ2489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2489+STABILITY: SURFACE MOTION EZ2489 EZ2489 HISTORY - Date Condition Report By EZ2489 HISTORY - 1967 MONUMENTED NCGS EZ2489 HISTORY - 1976 GOOD NCGS EZ2489 HISTORY - 1983 GOOD USPSQD EZ2489 HISTORY - 1983 GOOD USPSQD EZ2489 EZ2489 STATION DESCRIPTION EZ2489 EZ2489'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ2489'LONGVIEW IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ2489'ESTABLISHED IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ2489' EZ2489'LONGVIEW IS LOCATED APPROXIMATELY 1.7 MILES EAST OF RALEIGH EZ2489'CAPITOL SQUARE. TO REACH STATION PROCEED FROM CAPITOL SQUARE EZ2489'1.7 MILES EAST ON NEW BERN AVE. TO STATION ON NORTH SIDE OF EZ2489'E BOUND LANE. APPROXIMATELY 100 FT E OF INTERSECTION OF EZ2489'CHARLES RD. AND NEW BERN AVE. AND APPROXIMATELY 200 FT EZ2489'NORTHWEST OF LONGVIEW SHOPPING CENTER. EZ2489' EZ2489'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2489'LONGVIEW 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ2489'OF WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ2489' EZ2489'MARK IS EZ2489' EZ2489'15.3 FT N OF C/L OF E. BOUND LANE OF NEW BERN AVE. EZ2489' EZ2489'21.6 FT S OF CURB ON S SIDE OF W. BOUND LANE OF NEW BERN AVE. EZ2489' EZ2489'95.0 FT W OF 24 INCH SYCAMORE TREE WITH ALUMINUM REF. TAG EZ2489' EZ2489'103.3 FT E OF SIGNAL POLE WITH ALUMINUM REF. TAG EZ2489' EZ2489'42.6 FT N OF 14 INCH LOCUST TREE WITH ALUMINUM REF. TAG EZ2489' EZ2489'4.3 FT N OF N EDGE OF E. BOUND LANE EZ2489 EZ2489 STATION RECOVERY (1976) EZ2489 EZ2489'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2489'IN RALEIGH. EZ2489'STATION IS LOCATED APPROXIMATELY 1.7 MILES EAST OF CAPITOL SQUARE, AT EZ2489'THE INTERSECTION OF NEW BERN AVE. AND KING CHARLES RD., IN THE MEDIAN EZ2489'ON EAST SIDE OF THE CROSSOVER, APPROXIMATELY 200 FEET NW OF LONGVIEW EZ2489'SHOPPING CENTER. 15.3 FT. N OF CENTERLINE OF EAST BOUND LANE OF NEW EZ2489'BERN AVE., 24.7 FT. SSW OF CENTER OF MANHOLE COVER AT SOUTH CURB OF EZ2489'WEST BOUND LANE KING CHARLES RD., 4.3 FT. N OF NORTH EDGE OF EAST EZ2489'BOUND LANE, 133.5 FT. E OF INTERSECTION OF CENTERLINE OF KING CHARLES EZ2489'RD. WITH CENTERLINE OF EAST BOUND LANE, 17.0 FT. SW OF 8 INCH OAK WITH EZ2489'ALUMINUM REF. TAG, 42.6 FT. N OF 14 INCH LOCUST TREE WITH ALUMINUM EZ2489'REF. TAG AND 103.3 FT. E OF SIGNAL POLE WITH ALUMINUM REF. TAG. DISK EZ2489'IS SET IN CONCRETE CYLINDER 5 INCHES BELOW THE SURFACE OF THE GROUND. EZ2489 EZ2489 STATION RECOVERY (1983) EZ2489 EZ2489'RECOVERY NOTE BY US POWER SQUADRON 1983 (JGS) EZ2489'LONGVIEW 1967 RECOVERED GOOD. EZ2489' EZ2489'THE DESCRIPTION SHOULD READ APPROXIMATELY 100 FEET E OF INTERSECTION EZ2489'OF KING CHARLES RD AND NEW BERN AVE. THE BRASS DISK IS NOW EZ2489'3 INCH BELOW SURFACE OF GROUND. THE 24 INCH SYCAMORE TREE AND THE EZ2489'14 INCH LOCUST TREE REFERENCES SHOULD BE DELETED, ALSO THE EZ2489'ALUMINUM REFERENCE TAG IS GONE FROM THE SIGNAL POLE. ADD THE EZ2489'FOLLOWING REFERENCE--16.8 FEET SW OF 18 INCH TREE WITH ALUMINUM EZ2489'REFERENCE TAG IN HWY MEDIAN IN FRONT OF KERR DRUG STORE. EZ2489 EZ2489 STATION RECOVERY (1983) EZ2489 EZ2489'RECOVERY NOTE BY US POWER SQUADRON 1983 EZ2489'THE DESCRIPTION SHOULD READ KING CHARLES RD. INSTEAD OF CHARLES RD. EZ2489'THE BRASS DISK IS NOW 3' BELOW SURFACE OF GROUND THE 24' SYCAMORE EZ2489'TREE AND THE 14' LOCUST TREE REFERENCES SHOULD BE DELETED, THEY ARE EZ2489'NOT THERE ALSO THE ALUMINUM REFERENCE TAG IS GONE FROM THE SIGNAL EZ2489'POLE ADD THE FOLLOWING REFERENCE. 16.8' SOUTHWEST OF 18' TREE WITH EZ2489'ALUMINUM REFERENCE TAG IN HWY MEDIAN NORTH OF EAST BOUND LANE IN EZ2489'FRONT OF KERR DRUG STORE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3147 *********************************************************************** EZ3147 DESIGNATION - LONNIE EZ3147 PID - EZ3147 EZ3147 STATE/COUNTY- NC/WAKE EZ3147 USGS QUAD - GARNER (1993) EZ3147 EZ3147 *CURRENT SURVEY CONTROL EZ3147 ___________________________________________________________________ EZ3147* NAD 83(1986)- 35 41 16.46108(N) 078 33 01.52105(W) ADJUSTED EZ3147* NAVD 88 - 99.9 (meters) 328. (feet) VERT ANG EZ3147 ___________________________________________________________________ EZ3147 LAPLACE CORR- -6.77 (seconds) DEFLEC99 EZ3147 GEOID HEIGHT- -33.49 (meters) GEOID03 EZ3147 EZ3147 HORZ ORDER - SECOND EZ3147 EZ3147.The North Carolina HARNS have been completed but, EZ3147.due to contractual restrictions, coordinates for these stations EZ3147.will NOT be published in the near future. In the interim, the EZ3147.published coordinates in North Carolina will not be EZ3147.consistent with the Continuously Operating Reference Stations EZ3147.(CORS). The HARN coordinates for these stations are available EZ3147.upon request. Contact Gary Thompson(919-733-3836). EZ3147. EZ3147.In addition, the published North Carolina positions EZ3147.(NAD 83 (1986)) are NOT consistent with those determined in EZ3147.adjacent state readjustments. The discontinuity between stations EZ3147.located in North Carolina and those in adjacent states EZ3147.which have been adjusted to the HARN may be as much as 5 EZ3147.decimeters. This will result in a significant loss of accuracy EZ3147.over lines crossing such state borders. EZ3147 EZ3147 EZ3147.The horizontal coordinates were established by classical geodetic methods EZ3147.and adjusted by the National Geodetic Survey in July 1986. EZ3147 EZ3147.The orthometric height was determined by vertical angle observations. EZ3147 EZ3147.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3147 EZ3147.The geoid height was determined by GEOID03. EZ3147 EZ3147; North East Units Scale Factor Converg. EZ3147;SPC NC - 215,066.624 650,291.748 MT 0.99990148 +0 15 34.1 EZ3147;SPC NC - 705,597.75 2,133,498.84 sFT 0.99990148 +0 15 34.1 EZ3147;UTM 17 - 3,952,098.777 721,662.942 MT 1.00020551 +1 25 46.5 EZ3147 EZ3147! - Elev Factor x Scale Factor = Combined Factor EZ3147!SPC NC - 0.99998958 x 0.99990148 = 0.99989106 EZ3147!UTM 17 - 0.99998958 x 1.00020551 = 1.00019508 EZ3147 EZ3147: Primary Azimuth Mark Grid Az EZ3147:SPC NC - TOWER 112 27 28.2 EZ3147:UTM 17 - TOWER 111 17 15.8 EZ3147 EZ3147|---------------------------------------------------------------------| EZ3147| PID Reference Object Distance Geod. Az | EZ3147| dddmmss.s | EZ3147| EZ5243 TOWER APPROX. 1.7 KM 1124302.3 | EZ3147|---------------------------------------------------------------------| EZ3147 EZ3147 SUPERSEDED SURVEY CONTROL EZ3147 EZ3147 NAD 27 - 35 41 15.90294(N) 078 33 02.50818(W) AD( ) 2 EZ3147 NGVD 29 (07/19/86) 100.2 (m) 329. (f) VERT ANG EZ3147 EZ3147.Superseded values are not recommended for survey control. EZ3147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3147.See file dsdata.txt to determine how the superseded data were derived. EZ3147 EZ3147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2166352099(NAD 83) EZ3147_MARKER: DH = HORIZONTAL CONTROL DISK EZ3147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3147_SP_SET: TRAFFIC ISLAND EZ3147_STAMPING: LONNIE 1968 EZ3147_MARK LOGO: NCGS EZ3147_PROJECTION: FLUSH EZ3147_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ3147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ3147 EZ3147 HISTORY - Date Condition Report By EZ3147 HISTORY - 1968 MONUMENTED NCGS EZ3147 HISTORY - 1979 GOOD NCGS EZ3147 HISTORY - 19950401 GOOD NCGS EZ3147 HISTORY - 19980617 GOOD NCGS EZ3147 EZ3147 STATION DESCRIPTION EZ3147 EZ3147'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EZ3147'LONNIE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ3147'IN THE VICINITY OF CLAYTON, NORTH CAROLINA. EZ3147' EZ3147'LONNIE IS LOCATED APPROXIMATELY 3.4 MILES SOUTHEAST OF THE EZ3147'CENTER OF GARNER. TO REACH STATION PROCEED FROM THE EZ3147'INTERSECTION OF NC 50 WITH U.S. 70 IN GARNER, GO SOUTHEAST ON EZ3147'U.S. 70 FOR 3.70 MILES TO INTERSECTION OF SR 2555, AND EZ3147'STATION. WHICH IS IN TRAFFIC ISLAND AT THE SOUTH SIDE OF EZ3147'LONNIE POOLES SERVICENTER AND ESSO STATION, WHICH IS THE EZ3147'NORTHWEST QUADRANT OF INTERSECTION OF SR 2555 AND U.S. 70. EZ3147' EZ3147'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ3147'LONNIE 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ3147'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ3147' EZ3147'MARK IS EZ3147' EZ3147'36.4 FT NNE OF C/L OF U.S. 70 W BOUND LANE EZ3147' EZ3147'5.4 FT NE OF 4X4 POST WITH STOP SIGN AND ALUMINUM REF. TAG EZ3147'ON W SIDE OF SR 2555 EZ3147' EZ3147'61.7 FT NW OF 4X4 POST WITH STOP SIGN AND ALUMINUM REF. EZ3147'TAG IN TRAFFIC ISLAND OF SR 2555 EZ3147' EZ3147'12.2 FT SW OF CONCRETE COVER FOR STORM DRAIN IN TRAFFIC ISLAND EZ3147' EZ3147'52.7 FT SW OF PP IN TRAFFIC ISLAND ON W SIDE OF SR 2555, AND EZ3147'WITH ALUMINUM REF. TAG EZ3147' EZ3147'93.0 FT SE OF PP IN FRONT OF LONNIES SERVICENTER, AND WITH EZ3147'ALUMINUM REF. TAG EZ3147' EZ3147'103.9 FT S OF SE CORNER OF LONNIES SERVICENTER BLDG. EZ3147 EZ3147 STATION RECOVERY (1979) EZ3147 EZ3147'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EZ3147'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ3147 EZ3147 STATION RECOVERY (1995) EZ3147 EZ3147'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (EWB) EZ3147'RECOVERED AS DESCRIBED. EZ3147 EZ3147 STATION RECOVERY (1998) EZ3147 EZ3147'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1998 (JGG) EZ3147'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5303 *********************************************************************** EZ5303 DESIGNATION - LOOP EZ5303 PID - EZ5303 EZ5303 STATE/COUNTY- NC/WAKE EZ5303 USGS QUAD - LAKE WHEELER (1993) EZ5303 EZ5303 *CURRENT SURVEY CONTROL EZ5303 ___________________________________________________________________ EZ5303* NAD 83(1986)- 35 43 00.10081(N) 078 38 02.86677(W) ADJUSTED EZ5303* NAVD 88 - 109.4 (meters) 359. (feet) VERTCON EZ5303 ___________________________________________________________________ EZ5303 LAPLACE CORR- -7.34 (seconds) DEFLEC99 EZ5303 GEOID HEIGHT- -33.07 (meters) GEOID03 EZ5303 EZ5303 HORZ ORDER - SECOND EZ5303 EZ5303.The North Carolina HARNS have been completed but, EZ5303.due to contractual restrictions, coordinates for these stations EZ5303.will NOT be published in the near future. In the interim, the EZ5303.published coordinates in North Carolina will not be EZ5303.consistent with the Continuously Operating Reference Stations EZ5303.(CORS). The HARN coordinates for these stations are available EZ5303.upon request. Contact Gary Thompson(919-733-3836). EZ5303. EZ5303.In addition, the published North Carolina positions EZ5303.(NAD 83 (1986)) are NOT consistent with those determined in EZ5303.adjacent state readjustments. The discontinuity between stations EZ5303.located in North Carolina and those in adjacent states EZ5303.which have been adjusted to the HARN may be as much as 5 EZ5303.decimeters. This will result in a significant loss of accuracy EZ5303.over lines crossing such state borders. EZ5303 EZ5303 EZ5303.The horizontal coordinates were established by classical geodetic methods EZ5303.and adjusted by the National Geodetic Survey in July 1986. EZ5303 EZ5303.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5303 EZ5303.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5303 EZ5303.The geoid height was determined by GEOID03. EZ5303 EZ5303; North East Units Scale Factor Converg. EZ5303;SPC NC - 218,229.397 642,703.817 MT 0.99990543 +0 12 40.2 EZ5303;SPC NC - 715,974.28 2,108,604.11 sFT 0.99990543 +0 12 40.2 EZ5303;UTM 17 - 3,955,106.757 714,009.843 MT 1.00016441 +1 22 54.0 EZ5303 EZ5303! - Elev Factor x Scale Factor = Combined Factor EZ5303!SPC NC - 0.99998802 x 0.99990543 = 0.99989345 EZ5303!UTM 17 - 0.99998802 x 1.00016441 = 1.00015242 EZ5303 EZ5303: Primary Azimuth Mark Grid Az EZ5303:SPC NC - NORRIS 302 11 03.2 EZ5303:UTM 17 - NORRIS 301 00 49.4 EZ5303 EZ5303|---------------------------------------------------------------------| EZ5303| PID Reference Object Distance Geod. Az | EZ5303| dddmmss.s | EZ5303| EZ1005 NORRIS APPROX. 1.2 KM 3022343.4 | EZ5303|---------------------------------------------------------------------| EZ5303 EZ5303 SUPERSEDED SURVEY CONTROL EZ5303 EZ5303 NAD 27 - 35 42 59.54984(N) 078 38 03.85119(W) AD( ) 2 EZ5303 NGVD 29 (07/19/86) 109.7 (m) 360. (f) VERT ANG EZ5303 EZ5303.Superseded values are not recommended for survey control. EZ5303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5303.See file dsdata.txt to determine how the superseded data were derived. EZ5303 EZ5303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1401055107(NAD 83) EZ5303_MARKER: DE = TRAVERSE STATION DISK EZ5303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5303_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5303_STAMPING: LOOP 1965 EZ5303_MARK LOGO: NCGS EZ5303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5303+STABILITY: SURFACE MOTION EZ5303 EZ5303 HISTORY - Date Condition Report By EZ5303 HISTORY - 1965 MONUMENTED NCGS EZ5303 HISTORY - 1978 MARK NOT FOUND NCGS EZ5303 HISTORY - 1987 MARK NOT FOUND USPSQD EZ5303 HISTORY - 20040521 MARK NOT FOUND USPSQD EZ5303 EZ5303 STATION DESCRIPTION EZ5303 EZ5303'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ5303'LOOP IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5303'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5303' EZ5303'LOOP IS 4.5 MILES SE OF RALEIGH. LOCATED 1.5 MILES SE OF U.S. EZ5303'70 AND 401 INTERSECTION ALONG U.S. 70. 0.5 MILES S OF SR EZ5303'2788. 0.85 MILES N OF SR 2713 (VANDORA SPRINGS RD.) AND IN EZ5303'MEDIAN AT T INTERSECTION OF SR 2539 (LOOP RD.). EZ5303' EZ5303'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5303'LOOP 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5303'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ5303' EZ5303'MARK IS EZ5303' EZ5303'35.6 FT S OF C/L OF W BOUND LANE EZ5303' EZ5303'15.0 FT N OF C/L OF E BOUND LANE EZ5303' EZ5303'24.0 FT S OF YELLOW ARROW PAINTED ON W BOUND LANE EZ5303' EZ5303'6.5 FT N OF YELLOW ARROW PAINTED ON E BOUND LANE EZ5303' EZ5303'7.0 FT W OF ONE WAY SIGN WITH ALUMINUM REF. TAG EZ5303' EZ5303'63.6 FT W OF C/L OF DRAIN COVER EZ5303' EZ5303'17.8 FT S OF ONE WAY SIGN WITH ALUMINUM REF. TAG EZ5303' EZ5303'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ5303 EZ5303 STATION RECOVERY (1978) EZ5303 EZ5303'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (CEH) EZ5303'THE STATION IS PROBABLY DESTROYED. A MEDIAN CROSSOVER IN THE VICINITY EZ5303'OF WHERE THE STATION WAS HAS BEEN REMOVED AND NEW GRADING WAS DONE. EZ5303'NO EVIDENCE OF THE STATION WAS FOUND. EZ5303 EZ5303 STATION RECOVERY (1987) EZ5303 EZ5303'RECOVERY NOTE BY US POWER SQUADRON 1987 (FBB) EZ5303'MARK NOT FOUND. EZ5303 EZ5303 STATION RECOVERY (2004) EZ5303 EZ5303'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ5303'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0846 *********************************************************************** EZ0846 DESIGNATION - LOT EZ0846 PID - EZ0846 EZ0846 STATE/COUNTY- NC/WAKE EZ0846 USGS QUAD - BAYLEAF (1987) EZ0846 EZ0846 *CURRENT SURVEY CONTROL EZ0846 ___________________________________________________________________ EZ0846* NAD 83(1986)- 35 53 36.31853(N) 078 37 30.33507(W) ADJUSTED EZ0846* NAVD 88 - 140.017 (meters) 459.37 (feet) ADJUSTED EZ0846 ___________________________________________________________________ EZ0846 LAPLACE CORR- -7.21 (seconds) DEFLEC99 EZ0846 GEOID HEIGHT- -32.67 (meters) GEOID03 EZ0846 DYNAMIC HT - 139.898 (meters) 458.98 (feet) COMP EZ0846 MODELED GRAV- 979,781.2 (mgal) NAVD 88 EZ0846 EZ0846 HORZ ORDER - SECOND EZ0846 VERT ORDER - SECOND CLASS 0 EZ0846 EZ0846.The North Carolina HARNS have been completed but, EZ0846.due to contractual restrictions, coordinates for these stations EZ0846.will NOT be published in the near future. In the interim, the EZ0846.published coordinates in North Carolina will not be EZ0846.consistent with the Continuously Operating Reference Stations EZ0846.(CORS). The HARN coordinates for these stations are available EZ0846.upon request. Contact Gary Thompson(919-733-3836). EZ0846. EZ0846.In addition, the published North Carolina positions EZ0846.(NAD 83 (1986)) are NOT consistent with those determined in EZ0846.adjacent state readjustments. The discontinuity between stations EZ0846.located in North Carolina and those in adjacent states EZ0846.which have been adjusted to the HARN may be as much as 5 EZ0846.decimeters. This will result in a significant loss of accuracy EZ0846.over lines crossing such state borders. EZ0846 EZ0846 EZ0846.The horizontal coordinates were established by classical geodetic methods EZ0846.and adjusted by the National Geodetic Survey in July 1986. EZ0846 EZ0846.The orthometric height was determined by differential leveling EZ0846.and adjusted by the National Geodetic Survey in June 1991. EZ0846 EZ0846.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0846 EZ0846.The geoid height was determined by GEOID03. EZ0846 EZ0846.The dynamic height is computed by dividing the NAVD 88 EZ0846.geopotential number by the normal gravity value computed on the EZ0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0846.degrees latitude (g = 980.6199 gals.). EZ0846 EZ0846.The modeled gravity was interpolated from observed gravity values. EZ0846 EZ0846; North East Units Scale Factor Converg. EZ0846;SPC NC - 237,839.559 643,447.361 MT 0.99993519 +0 12 59.0 EZ0846;SPC NC - 780,311.95 2,111,043.55 sFT 0.99993519 +0 12 59.0 EZ0846;UTM 17 - 3,974,732.857 714,351.699 MT 1.00016619 +1 23 34.4 EZ0846 EZ0846! - Elev Factor x Scale Factor = Combined Factor EZ0846!SPC NC - 0.99998315 x 0.99993519 = 0.99991834 EZ0846!UTM 17 - 0.99998315 x 1.00016619 = 1.00014934 EZ0846 EZ0846 SUPERSEDED SURVEY CONTROL EZ0846 EZ0846 NAD 27 - 35 53 35.79274(N) 078 37 31.32752(W) AD( ) 2 EZ0846 NGVD 29 (??/??/92) 140.298 (m) 460.29 (f) ADJ UNCH 2 0 EZ0846 EZ0846.Superseded values are not recommended for survey control. EZ0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0846.See file dsdata.txt to determine how the superseded data were derived. EZ0846 EZ0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1435274733(NAD 83) EZ0846_MARKER: DE = TRAVERSE STATION DISK EZ0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0846_SP_SET: CONCRETE POST EZ0846_STAMPING: LOT 1970 EZ0846_MARK LOGO: NCGS EZ0846_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0846+STABILITY: SURFACE MOTION EZ0846 EZ0846 HISTORY - Date Condition Report By EZ0846 HISTORY - 1970 MONUMENTED NCGS EZ0846 HISTORY - 1972 GOOD NCGS EZ0846 HISTORY - 1979 SEE DESCRIPTION LOCSUR EZ0846 HISTORY - 1985 GOOD NCGS EZ0846 HISTORY - 1985 GOOD USPSQD EZ0846 HISTORY - 1985 GOOD NCGS EZ0846 HISTORY - 1987 MARK NOT FOUND USPSQD EZ0846 EZ0846 STATION DESCRIPTION EZ0846 EZ0846'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ0846'LOT IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0846'VICINITY OF NORTHWEST WAKE COUNTY. EZ0846' EZ0846'LOT IS LOCATED APPROXIMATELY 4.1 MILES SSW OF FALLS AND 1.6 MILES EZ0846'EAST OF SIX FORKS. TO REACH STATION PROCEED FROM THE INTERSECTION EZ0846'OF SR 2000 AND SR 2002 IN COMMUNITY OF FALLS, GO SOUTH ON SR 2000 EZ0846'FOR 4.35 MILES TO INTERSECTION OF SR 2000 AND SR 2005, CONTINUE EZ0846'SOUTH ON SR 2000 FOR 0.1 MILE TO STATION ON RIGHT, AND 0.15 MILE EZ0846'NORTH OF INTERSECTION OF SR 2000 AND SR 1829. EZ0846' EZ0846'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED LOT EZ0846'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EZ0846'FLUSH WITH THE SURFACE OF THE GROUND. EZ0846' EZ0846'MARK IS-- EZ0846'33.8 FEET NW OF C/L OF SR 2000. EZ0846'105.0 FEET NE OF ALUMINUM REF. TAG ON CURVE WARNING SIGN. EZ0846'116.1 FEET ENE OF C/L OF DIRT LANE. EZ0846'114.9 FEET WSW OF TOP OF IRON STAKE PROPERTY CORNER. EZ0846'135.8 FEET WSW OF 3 FEET FROM BOTTOM OF 6 INCH PINE TREE. EZ0846 EZ0846 STATION RECOVERY (1972) EZ0846 EZ0846'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0846'1.6 MI E FROM SIX FORKS. EZ0846'STATION IS 1.6 MILES E OF SIX FORKS AND 4.1 MILES SSW OF FALLS. EZ0846'GO SOUTH ON SR 2000 TO INTERSECTION OF SR 2000 AND SR 2005, EZ0846'CONTINUE S ON SR 2000 FOR 0.1 MILE TO STATION ON RIGHT, AND 0.15 EZ0846'MILE N OF INTERSECTION OF SR 2000 AND SR 1829, 33.8 FT NW OF C/L EZ0846'OF SR 2000, 105.0 FT NE OF ALUM. REF. TAG ON CURVE WARNING SIGN, EZ0846'116.1 FT ENE OF C/L OF DIRT LANE AND 114.9 FT WSW OF TOP OF IRON EZ0846'STAKE PROPERTY CORNER. STATION IS FLUSH WITH GROUND. EZ0846 EZ0846 STATION RECOVERY (1979) EZ0846 EZ0846'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (RTN) EZ0846'THE STATION WAS FOUND WITH THE DISK GONE. EZ0846 EZ0846 STATION RECOVERY (1985) EZ0846 EZ0846'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0846'THE STATION WAS RECOVERED AT THIS DATE. EZ0846'DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS. EZ0846' EZ0846'THE STATION IS LOCATED IN NORTH RALEIGH. EZ0846' EZ0846'ALONG FALLS OF NEUSE ROAD (SR 2000), ABOUT HALFWAY BETWEEN EZ0846'THE INTERSECTIONS WITH SR 1829 (STRICKLAND ROAD) AND SR 2005 EZ0846'(HONEYCUTT ROAD). EZ0846' EZ0846'LOCATED 10.4 METERS (34.0 FT) NORTH-NORTHWEST OF THE CENTERLINE OF EZ0846'THE ROAD, EZ0846'21.8 METERS (71.6 FT) NORTH OF A FIRE HYDRANT--AND EZ0846'1.8 METERS (5.8 FT) SOUTH OF A 3-INCH PINE, EZ0846'33.0 METERS (108.4 FT) WEST-SOUTHWEST OF A POWER POLE WITH A EZ0846'TRANSFORMER, AND EZ0846'39.9 METERS (131.0 FT) EAST-NORTHEAST OF A POWER POLE--ALL THREE EZ0846'WITH REFERENCE TAGS. EZ0846' EZ0846'MARK IS LEVEL WITH THE CENTERLINE. EZ0846 EZ0846 STATION RECOVERY (1985) EZ0846 EZ0846'RECOVERY NOTE BY US POWER SQUADRON 1985 (JTS) EZ0846'RECOVERED IN GOOD CONDITION. EZ0846 EZ0846 STATION RECOVERY (1985) EZ0846 EZ0846'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 EZ0846'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS THE STATION IS EZ0846'LOCATED IN NORTH RALEIGH. ALONG FALLS OF NEUSE ROAD (SR 2000), ABOUT EZ0846'HALFWAY BETWEEN THE INTERSECTIONS WITH SR 1829 (STRICKLAND ROAD) AND EZ0846'SR 2005 (HONEYCUTT ROAD). LOCATED 10.4 METERS (34.0 FT) EZ0846'NORTH-NORTHWEST OF THE CENTERLINE OF THE ROAD, 21.8 METERS (71.6 FT) EZ0846'NORTH OF A FIRE HYDRANT--AND 1.8 METERS (5.8 FT) SOUTH OF A 3-INCH EZ0846'PINE, 33.0 METERS (108.4 FT) WEST-SOUTHWEST OF A POWER POLE WITH A EZ0846'TRANSFORMER, AND 39.9 METERS (131.0 FT) EAST-NORTHEAST OF A POWER EZ0846'POLE--ALL THREE WITH REFERENCE TAGS. EZ0846 EZ0846 STATION RECOVERY (1987) EZ0846 EZ0846'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ0846'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2523 *********************************************************************** EZ2523 DESIGNATION - LOUIS EZ2523 PID - EZ2523 EZ2523 STATE/COUNTY- NC/WAKE EZ2523 USGS QUAD - RALEIGH EAST (1993) EZ2523 EZ2523 *CURRENT SURVEY CONTROL EZ2523 ___________________________________________________________________ EZ2523* NAD 83(1986)- 35 48 52.66183(N) 078 36 17.01906(W) ADJUSTED EZ2523* NAVD 88 - 76.734 (meters) 251.75 (feet) ADJUSTED EZ2523 ___________________________________________________________________ EZ2523 LAPLACE CORR- -7.66 (seconds) DEFLEC99 EZ2523 GEOID HEIGHT- -32.98 (meters) GEOID03 EZ2523 DYNAMIC HT - 76.668 (meters) 251.53 (feet) COMP EZ2523 MODELED GRAV- 979,771.4 (mgal) NAVD 88 EZ2523 EZ2523 HORZ ORDER - SECOND EZ2523 VERT ORDER - SECOND CLASS II EZ2523 EZ2523.The North Carolina HARNS have been completed but, EZ2523.due to contractual restrictions, coordinates for these stations EZ2523.will NOT be published in the near future. In the interim, the EZ2523.published coordinates in North Carolina will not be EZ2523.consistent with the Continuously Operating Reference Stations EZ2523.(CORS). The HARN coordinates for these stations are available EZ2523.upon request. Contact Gary Thompson(919-733-3836). EZ2523. EZ2523.In addition, the published North Carolina positions EZ2523.(NAD 83 (1986)) are NOT consistent with those determined in EZ2523.adjacent state readjustments. The discontinuity between stations EZ2523.located in North Carolina and those in adjacent states EZ2523.which have been adjusted to the HARN may be as much as 5 EZ2523.decimeters. This will result in a significant loss of accuracy EZ2523.over lines crossing such state borders. EZ2523 EZ2523 EZ2523.The horizontal coordinates were established by classical geodetic methods EZ2523.and adjusted by the National Geodetic Survey in July 1986. EZ2523 EZ2523.The orthometric height was determined by differential leveling EZ2523.and adjusted by the National Geodetic Survey in June 1991. EZ2523 EZ2523.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2523 EZ2523.The geoid height was determined by GEOID03. EZ2523 EZ2523.The dynamic height is computed by dividing the NAVD 88 EZ2523.geopotential number by the normal gravity value computed on the EZ2523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2523.degrees latitude (g = 980.6199 gals.). EZ2523 EZ2523.The modeled gravity was interpolated from observed gravity values. EZ2523 EZ2523; North East Units Scale Factor Converg. EZ2523;SPC NC - 229,104.753 645,320.738 MT 0.99992074 +0 13 41.3 EZ2523;SPC NC - 751,654.51 2,117,189.79 sFT 0.99992074 +0 13 41.3 EZ2523;UTM 17 - 3,966,036.194 716,404.342 MT 1.00017710 +1 24 07.8 EZ2523 EZ2523! - Elev Factor x Scale Factor = Combined Factor EZ2523!SPC NC - 0.99999313 x 0.99992074 = 0.99991387 EZ2523!UTM 17 - 0.99999313 x 1.00017710 = 1.00017023 EZ2523 EZ2523: Primary Azimuth Mark Grid Az EZ2523:SPC NC - COLONIAL 237 52 18.7 EZ2523:UTM 17 - COLONIAL 236 41 52.2 EZ2523 EZ2523|---------------------------------------------------------------------| EZ2523| PID Reference Object Distance Geod. Az | EZ2523| dddmmss.s | EZ2523| EZ2522 BARBOUR 439.025 METERS 0574437.2 | EZ2523| EZ2525 COLONIAL APPROX. 0.9 KM 2380600.0 | EZ2523|---------------------------------------------------------------------| EZ2523 EZ2523 SUPERSEDED SURVEY CONTROL EZ2523 EZ2523 NAD 27 - 35 48 52.12404(N) 078 36 18.00632(W) AD( ) 2 EZ2523 NGVD 29 (??/??/92) 77.013 (m) 252.67 (f) ADJ UNCH 2 2 EZ2523 EZ2523.Superseded values are not recommended for survey control. EZ2523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2523.See file dsdata.txt to determine how the superseded data were derived. EZ2523 EZ2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1640466036(NAD 83) EZ2523_MARKER: DE = TRAVERSE STATION DISK EZ2523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2523_SP_SET: CONCRETE POST EZ2523_STAMPING: LOUIS 1965 EZ2523_MARK LOGO: NCGS EZ2523_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ2523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2523+STABILITY: SURFACE MOTION EZ2523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ2523+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1999 EZ2523 EZ2523 HISTORY - Date Condition Report By EZ2523 HISTORY - 1965 MONUMENTED NCGS EZ2523 HISTORY - 1972 GOOD NCGS EZ2523 HISTORY - 1976 GOOD NCGS EZ2523 HISTORY - 1982 GOOD LOCSUR EZ2523 HISTORY - 1983 GOOD NCGS EZ2523 HISTORY - 1983 GOOD NCGS EZ2523 HISTORY - 19871013 GOOD NCGS EZ2523 HISTORY - 19990608 GOOD NCGS EZ2523 EZ2523 STATION DESCRIPTION EZ2523 EZ2523'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ2523'LOUIS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2523'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ2523' EZ2523'LOUIS IS 3.0 MILES NE OF RALEIGH. LOCATED 0.4 MILES NE EZ2523'ALONG U.S. 1 NORTH FROM BRIDGE OVER CRABTREE CREEK. 0.5 MILES EZ2523'SW OF WESTINGHOUSE METER PLANT. AT THE NW CORNER OF BRIDGE ON EZ2523'N BOUND LANE OF U.S. 1 OVER U.S. 1 BYPASS. EZ2523' EZ2523'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2523'LOUIS 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2523'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ2523' EZ2523'MARK IS EZ2523' EZ2523'32.5 FT N OF C/L OF N BOUND LANE EZ2523' EZ2523'8.0 FT N OF YELLOW ARROW PAINTED ON N BOUND LANE OF U.S. 1 EZ2523' EZ2523'128.2 FT SW OF PP 5 WITH ALUMINUM REF. TAG EZ2523' EZ2523'83.5 FT S OF PP 89 WITH ALUMINUM REF. TAG EZ2523' EZ2523'8.1 FT NE OF YELLOW ARROW PAINTED ON BRIDGE ABUTMENT EZ2523' EZ2523'2.5 FT N OF CURB EZ2523' EZ2523'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ2523 EZ2523 STATION RECOVERY (1972) EZ2523 EZ2523'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ2523'GOOD. EZ2523 EZ2523 STATION RECOVERY (1976) EZ2523 EZ2523'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2523'3.0 MI NE FROM RALEIGH. EZ2523'STATION IS LOCATED 0.4 MILE NE ALONG US 1 NORTH FROM BRIDGE OVER EZ2523'CRABTREE CREEK, 0.5 MILE SW OF WESTINGHOUSE METER PLANT, AT THE NW EZ2523'CORNER OF BRIDGE ON N BOUND LANE OF US 1 OVER US 1 BYPASS. 32.5 FT. EZ2523'NNW OF CENTERLINE OF N BOUND LANE, 128.2 FT. SW OF POWER POLE NO. 5 EZ2523'WITH ALUMINUM REF. TAG, 83.5 FT. S OF POWER POLE NO. 89 WITH ALUMINUM EZ2523'REF. TAG, 8.1 FT. NNE OF YELLOW ARROW PAINTED ON BRIDGE ABUTMENT AND EZ2523'2.5 FT. NW OF CURB. DISK IS SET IN CONCRETE CYLINDER, 1 INCH BELOW EZ2523'THE SURFACE OF THE GROUND. EZ2523 EZ2523 STATION RECOVERY (1982) EZ2523 EZ2523'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (DB) EZ2523'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ2523 EZ2523 STATION RECOVERY (1983) EZ2523 EZ2523'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG) EZ2523'THE STATION WAS RECOVERED AT THIS DATE. EZ2523'THE STATION WAS FOUND IN GOOD CONDITION AS DESCRIBED. EZ2523' EZ2523'MARK IS 81.5 FEET SOUTH OF POWER POLE WITH REFERENCE TAG AND 64.3 EZ2523'FEET SOUTHWEST OF THE WEST SIGN POST IN MEDIAN. EZ2523 EZ2523 STATION RECOVERY (1983) EZ2523 EZ2523'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 EZ2523'RECOVERED IN GOOD CONDITION EXCEPT ADD THE MARK IS 64.3 FEET EZ2523'SOUTHWEST OF THE WEST LEG OF A SIGN IN MEDIAN, AND 81.5 FEET SOUTH OF EZ2523'A POWER POLE WITH REFERENCE TAG. EZ2523 EZ2523 STATION RECOVERY (1987) EZ2523 EZ2523'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ2523'RECOVERED AS DESCRIBED IN 1983. EZ2523 EZ2523 STATION RECOVERY (1999) EZ2523 EZ2523'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL) EZ2523'RECOVERED IN GOOD CONDITION, WITH THE FOLLOWING UPDATES. STATION IS EZ2523'ABOUT LEVEL WITH US 1 NORTH BOUND AND RECESSED 2 INCHES BELOW GROUND. EZ2523'LOCATED AT THE NORTHWEST CORNER OF BRIDGE ON NORTH BOUND LANE OF US 1 EZ2523'OVER I-440 OUTER LOOP. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5007 *********************************************************************** EZ5007 DESIGNATION - LOUISE EZ5007 PID - EZ5007 EZ5007 STATE/COUNTY- NC/WAKE EZ5007 USGS QUAD - WAKE FOREST (1987) EZ5007 EZ5007 *CURRENT SURVEY CONTROL EZ5007 ___________________________________________________________________ EZ5007* NAD 83(1986)- 35 58 18.50598(N) 078 35 36.95349(W) ADJUSTED EZ5007* NAVD 88 - 92.2 (meters) 302. (feet) VERTCON EZ5007 ___________________________________________________________________ EZ5007 LAPLACE CORR- -6.72 (seconds) DEFLEC99 EZ5007 GEOID HEIGHT- -32.60 (meters) GEOID03 EZ5007 EZ5007 HORZ ORDER - SECOND EZ5007 EZ5007.The North Carolina HARNS have been completed but, EZ5007.due to contractual restrictions, coordinates for these stations EZ5007.will NOT be published in the near future. In the interim, the EZ5007.published coordinates in North Carolina will not be EZ5007.consistent with the Continuously Operating Reference Stations EZ5007.(CORS). The HARN coordinates for these stations are available EZ5007.upon request. Contact Gary Thompson(919-733-3836). EZ5007. EZ5007.In addition, the published North Carolina positions EZ5007.(NAD 83 (1986)) are NOT consistent with those determined in EZ5007.adjacent state readjustments. The discontinuity between stations EZ5007.located in North Carolina and those in adjacent states EZ5007.which have been adjusted to the HARN may be as much as 5 EZ5007.decimeters. This will result in a significant loss of accuracy EZ5007.over lines crossing such state borders. EZ5007 EZ5007 EZ5007.The horizontal coordinates were established by classical geodetic methods EZ5007.and adjusted by the National Geodetic Survey in July 1986. EZ5007 EZ5007.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5007 EZ5007.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5007 EZ5007.The geoid height was determined by GEOID03. EZ5007 EZ5007; North East Units Scale Factor Converg. EZ5007;SPC NC - 246,547.649 646,255.061 MT 0.99995144 +0 14 04.4 EZ5007;SPC NC - 808,881.75 2,120,255.15 sFT 0.99995144 +0 14 04.4 EZ5007;UTM 17 - 3,983,498.844 716,980.387 MT 1.00018016 +1 24 50.5 EZ5007 EZ5007! - Elev Factor x Scale Factor = Combined Factor EZ5007!SPC NC - 0.99999064 x 0.99995144 = 0.99994208 EZ5007!UTM 17 - 0.99999064 x 1.00018016 = 1.00017080 EZ5007 EZ5007: Primary Azimuth Mark Grid Az EZ5007:SPC NC - ALICE 121 14 44.9 EZ5007:UTM 17 - ALICE 120 03 58.8 EZ5007 EZ5007|---------------------------------------------------------------------| EZ5007| PID Reference Object Distance Geod. Az | EZ5007| dddmmss.s | EZ5007| EZ0857 ALICE APPROX. 1.2 KM 1212849.3 | EZ5007| EZ0859 ALVIN 168.535 METERS 33133 | EZ5007|---------------------------------------------------------------------| EZ5007 EZ5007 SUPERSEDED SURVEY CONTROL EZ5007 EZ5007 NAD 27 - 35 58 17.96665(N) 078 35 37.94691(W) AD( ) 2 EZ5007 NGVD 29 (07/19/86) 92.5 (m) 303. (f) VERT ANG EZ5007 EZ5007.Superseded values are not recommended for survey control. EZ5007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5007.See file dsdata.txt to determine how the superseded data were derived. EZ5007 EZ5007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1698083499(NAD 83) EZ5007_MARKER: DE = TRAVERSE STATION DISK EZ5007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5007_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5007_STAMPING: LOUISE 1970 EZ5007_MARK LOGO: NCGS EZ5007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5007+STABILITY: SURFACE MOTION EZ5007 EZ5007 HISTORY - Date Condition Report By EZ5007 HISTORY - 1970 MONUMENTED NCGS EZ5007 EZ5007 STATION DESCRIPTION EZ5007 EZ5007'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ5007'LOUISE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ5007'VICINITY OF NORTHWEST WAKE COUNTY. EZ5007' EZ5007'LOUISE IS LOCATED APPROXIMATELY 2.4 MILES NNW OF FALLS AND 3.1 MILES EZ5007'ENE OF BAYLEAF. TO REACH STATION PROCEED FROM THE INTERSECTION OF EZ5007'US 1 AND NC 98, GO WEST ON NC 98 FOR 2.85 MILES TO T INTERSECTION EZ5007'OF NC 98 AND SR 2004, CONTINUE WEST ON NC 98 FOR 0.5 MILE TO EZ5007'STATION ON LEFT, DIRECTLY ACROSS FROM SMALL CEMETERY AND 1.25 MILES EZ5007'EAST OF INTERSECTION OF NC 98 AND SR 1917. EZ5007' EZ5007'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ5007'LOUISE 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ5007'IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EZ5007' EZ5007'MARK IS-- EZ5007'13.7 FEET WSW OF C/L OF NC 98. EZ5007'75.4 FEET WSW OF 10 INCH MAPLE IN CEMETERY. EZ5007'52.5 FEET SE OF ALUMINUM REF. TAG ON 6 INCH GUM TREE. EZ5007'39.1 FEET NNW OF ALUMINUM REF. TAG ON ROAD SIGN. EZ5007'59.0 FEET NNE OF ALUMINUM REF. TAG ON 8 INCH PINE TREE. EZ5007'45.3 FEET NNE OF TOP OF 24 INCH CONCRETE CULVERT (W. END). EZ5007'55.9 FEET NW OF TOP OF 24 INCH CONCRETE CULVERT (E. END). 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5211 *********************************************************************** EZ5211 DESIGNATION - LOVELY EZ5211 PID - EZ5211 EZ5211 STATE/COUNTY- NC/WAKE EZ5211 USGS QUAD - BAYLEAF (1987) EZ5211 EZ5211 *CURRENT SURVEY CONTROL EZ5211 ___________________________________________________________________ EZ5211* NAD 83(1986)- 35 54 58.78350(N) 078 38 58.26596(W) ADJUSTED EZ5211* NAVD 88 - 143.4 (meters) 470. (feet) VERTCON EZ5211 ___________________________________________________________________ EZ5211 LAPLACE CORR- -6.95 (seconds) DEFLEC99 EZ5211 GEOID HEIGHT- -32.51 (meters) GEOID03 EZ5211 EZ5211 HORZ ORDER - SECOND EZ5211 EZ5211.The North Carolina HARNS have been completed but, EZ5211.due to contractual restrictions, coordinates for these stations EZ5211.will NOT be published in the near future. In the interim, the EZ5211.published coordinates in North Carolina will not be EZ5211.consistent with the Continuously Operating Reference Stations EZ5211.(CORS). The HARN coordinates for these stations are available EZ5211.upon request. Contact Gary Thompson(919-733-3836). EZ5211. EZ5211.In addition, the published North Carolina positions EZ5211.(NAD 83 (1986)) are NOT consistent with those determined in EZ5211.adjacent state readjustments. The discontinuity between stations EZ5211.located in North Carolina and those in adjacent states EZ5211.which have been adjusted to the HARN may be as much as 5 EZ5211.decimeters. This will result in a significant loss of accuracy EZ5211.over lines crossing such state borders. EZ5211 EZ5211 EZ5211.The horizontal coordinates were established by classical geodetic methods EZ5211.and adjusted by the National Geodetic Survey in July 1986. EZ5211 EZ5211.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5211 EZ5211.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5211 EZ5211.The geoid height was determined by GEOID03. EZ5211 EZ5211; North East Units Scale Factor Converg. EZ5211;SPC NC - 240,373.018 641,233.316 MT 0.99993974 +0 12 08.2 EZ5211;SPC NC - 788,623.81 2,103,779.64 sFT 0.99993974 +0 12 08.2 EZ5211;UTM 17 - 3,977,220.866 712,085.586 MT 1.00015428 +1 22 45.5 EZ5211 EZ5211! - Elev Factor x Scale Factor = Combined Factor EZ5211!SPC NC - 0.99998259 x 0.99993974 = 0.99992233 EZ5211!UTM 17 - 0.99998259 x 1.00015428 = 1.00013687 EZ5211 EZ5211|---------------------------------------------------------------------| EZ5211| PID Reference Object Distance Geod. Az | EZ5211| dddmmss.s | EZ5211| EZ5213 HASKINS 358.556 METERS 00758 | EZ5211| EZ5210 TIPPERS AZ MK 386.735 METERS 20116 | EZ5211|---------------------------------------------------------------------| EZ5211 EZ5211 SUPERSEDED SURVEY CONTROL EZ5211 EZ5211 NAD 27 - 35 54 58.25769(N) 078 38 59.25610(W) AD( ) 2 EZ5211 NGVD 29 (07/19/86) 143.7 (m) 471. (f) VERT ANG EZ5211 EZ5211.Superseded values are not recommended for survey control. EZ5211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5211.See file dsdata.txt to determine how the superseded data were derived. EZ5211 EZ5211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1208677221(NAD 83) EZ5211_MARKER: DE = TRAVERSE STATION DISK EZ5211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5211_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5211+STABILITY: SURFACE MOTION EZ5211 EZ5211 HISTORY - Date Condition Report By EZ5211 HISTORY - 1970 MONUMENTED NCGS EZ5211 HISTORY - 19870401 MARK NOT FOUND NCGS EZ5211 EZ5211 STATION DESCRIPTION EZ5211 EZ5211'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ5211'LOVELY IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ5211'VICINITY OF NORTHWEST WAKE COUNTY. EZ5211' EZ5211'LOVELY IS LOCATED APPROXIMATELY 2.1 MILES SOUTH OF BAYLEAF AND 1.1 EZ5211'MILES NORTH OF SIX FORKS. TO REACH STATION PROCEED FROM THE EZ5211'INTERSECTION OF SR 2003 AND SR 1005 IN COMMUNITY OF BAYLEAF, GO EZ5211'SOUTH ON SR 1005 FOR 1.6 MILES TO INTERSECTION OF SR 1005 AND SR EZ5211'2006, CONTINUE SOUTH ON SR 1005 AND GO 0.55 MILE TO STATION ON EZ5211'LEFT, APPROXIMATELY 25 FEET NORTH FROM END OF TREE LINE, AND EZ5211'1.0 MILE NORTH OF INTERSECTION OF SR 1005 AND SR 1830. EZ5211' EZ5211'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED LOVELY EZ5211'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1 EZ5211'INCH BELOW THE SURFACE OF THE GROUND. EZ5211' EZ5211'MARK IS-- EZ5211'38.2 FEET E OF C/L OF SR 1005. EZ5211'69.8 FEET SSE OF TOP OF S END OF 18 INCH CONCRETE CULVERT. EZ5211'79.4 FEET SE OF TOP OF N END OF 18 INCH CONCRETE CULVERT. EZ5211'31.5 FEET S OF ALUMINUM REF. TAG ON 4 INCH PINE TREE. EZ5211'12.4 FEET NW OF ALUMINUM REF. TAG ON 8 INCH PINE TREE. EZ5211'94.7 FEET N OF ALUMINUM REF. TAG ON PP NO. 46. EZ5211'84.8 FEET N OF CENTER OF DIRT DRIVEWAY. EZ5211 EZ5211 STATION RECOVERY (1987) EZ5211 EZ5211'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ5211'STATION WAS NOT FOUND BECAUSE DESCRIPTION IS INADEQUATE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0831 *********************************************************************** EZ0831 DESIGNATION - LOWERY EZ0831 PID - EZ0831 EZ0831 STATE/COUNTY- NC/WAKE EZ0831 USGS QUAD - WAKE FOREST (1987) EZ0831 EZ0831 *CURRENT SURVEY CONTROL EZ0831 ___________________________________________________________________ EZ0831* NAD 83(1986)- 35 55 55.13184(N) 078 34 50.59807(W) ADJUSTED EZ0831* NAVD 88 - 104.267 (meters) 342.08 (feet) ADJUSTED EZ0831 ___________________________________________________________________ EZ0831 LAPLACE CORR- -7.22 (seconds) DEFLEC99 EZ0831 GEOID HEIGHT- -32.76 (meters) GEOID03 EZ0831 DYNAMIC HT - 104.179 (meters) 341.79 (feet) COMP EZ0831 MODELED GRAV- 979,781.7 (mgal) NAVD 88 EZ0831 EZ0831 HORZ ORDER - SECOND EZ0831 VERT ORDER - SECOND CLASS 0 EZ0831 EZ0831.The North Carolina HARNS have been completed but, EZ0831.due to contractual restrictions, coordinates for these stations EZ0831.will NOT be published in the near future. In the interim, the EZ0831.published coordinates in North Carolina will not be EZ0831.consistent with the Continuously Operating Reference Stations EZ0831.(CORS). The HARN coordinates for these stations are available EZ0831.upon request. Contact Gary Thompson(919-733-3836). EZ0831. EZ0831.In addition, the published North Carolina positions EZ0831.(NAD 83 (1986)) are NOT consistent with those determined in EZ0831.adjacent state readjustments. The discontinuity between stations EZ0831.located in North Carolina and those in adjacent states EZ0831.which have been adjusted to the HARN may be as much as 5 EZ0831.decimeters. This will result in a significant loss of accuracy EZ0831.over lines crossing such state borders. EZ0831 EZ0831 EZ0831.The horizontal coordinates were established by classical geodetic methods EZ0831.and adjusted by the National Geodetic Survey in July 1986. EZ0831 EZ0831.The orthometric height was determined by differential leveling EZ0831.and adjusted by the National Geodetic Survey in June 1991. EZ0831 EZ0831.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0831 EZ0831.The geoid height was determined by GEOID03. EZ0831 EZ0831.The dynamic height is computed by dividing the NAVD 88 EZ0831.geopotential number by the normal gravity value computed on the EZ0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0831.degrees latitude (g = 980.6199 gals.). EZ0831 EZ0831.The modeled gravity was interpolated from observed gravity values. EZ0831 EZ0831; North East Units Scale Factor Converg. EZ0831;SPC NC - 242,133.717 647,435.064 MT 0.99994295 +0 14 31.2 EZ0831;SPC NC - 794,400.37 2,124,126.54 sFT 0.99994295 +0 14 31.2 EZ0831;UTM 17 - 3,979,109.086 718,251.252 MT 1.00018698 +1 25 12.9 EZ0831 EZ0831! - Elev Factor x Scale Factor = Combined Factor EZ0831!SPC NC - 0.99998878 x 0.99994295 = 0.99993173 EZ0831!UTM 17 - 0.99998878 x 1.00018698 = 1.00017576 EZ0831 EZ0831: Primary Azimuth Mark Grid Az EZ0831:SPC NC - YOUNG 022 09 43.3 EZ0831:UTM 17 - YOUNG 020 59 01.6 EZ0831 EZ0831|---------------------------------------------------------------------| EZ0831| PID Reference Object Distance Geod. Az | EZ0831| dddmmss.s | EZ0831| EZ0829 YOUNG APPROX. 2.3 KM 0222414.5 | EZ0831| EZ0833 HARVELL 220.317 METERS 24752 | EZ0831|---------------------------------------------------------------------| EZ0831 EZ0831 SUPERSEDED SURVEY CONTROL EZ0831 EZ0831 NAD 27 - 35 55 54.59730(N) 078 34 51.58781(W) AD( ) 2 EZ0831 NGVD 29 (??/??/92) 104.543 (m) 342.99 (f) ADJ UNCH 2 0 EZ0831 EZ0831.Superseded values are not recommended for survey control. EZ0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0831.See file dsdata.txt to determine how the superseded data were derived. EZ0831 EZ0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1825179109(NAD 83) EZ0831_MARKER: DE = TRAVERSE STATION DISK EZ0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0831_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EZ0831_STAMPING: LOWERY 1970 EZ0831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ0831 EZ0831 HISTORY - Date Condition Report By EZ0831 HISTORY - 1970 MONUMENTED NCGS EZ0831 HISTORY - 1972 GOOD NCGS EZ0831 EZ0831 STATION DESCRIPTION EZ0831 EZ0831'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ0831'LOWERY IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0831'VICINITY OF NORTHWEST WAKE COUNTY. EZ0831' EZ0831'LOWERY IS LOCATED IN THE COMMUNITY OF FALLS. TO REACH STATION EZ0831'PROCEED FROM THE INTERSECTION OF SR 2000 AND SR 2002 IN COMMUNITY OF EZ0831'FALLS, GO SOUTH ON SR 2000 FOR 0.65 MILE TO STATION ON LEFT, ON SOUTH EZ0831'SIDE OF LANE LEADING TO A ONE STORY WHITE FRAME HOUSE, AND 0.6 EZ0831'MILE NORTH OF INTERSECTION OF SR 2000 AND SR 2011. EZ0831' EZ0831'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ0831'LOWERY 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ0831'IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ0831' EZ0831'MARK IS-- EZ0831'55.9 FEET SE OF C/L OF SR 2000. EZ0831'10.6 FEET S OF C/L OF DRIVEWAY. EZ0831'85.8 FEET SE OF ALUMINUM REF. TAG ON PP 164. EZ0831'73.7 FEET E OF ALUMINUM REF. TAG ON PP. EZ0831'75.1 FEET W OF ALUMINUM REF. TAG ON BRACE POLE. EZ0831'29.8 FEET WSW OF ALUMINUM REF. TAG ON PP. EZ0831 EZ0831 STATION RECOVERY (1972) EZ0831 EZ0831'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0831'IN FALLS. EZ0831'FROM INTERSECTION OF SR 2000 AND SR 2002 IN FALLS GO S ON SR 2000 EZ0831'FOR 0.65 MILE TO STATION ON LEFT, ON S SIDE OF LANE LEADING TO EZ0831'ONE STORY WHITE FRAME HOUSE, AND 0.6 MILE N OF INTERSECTION OF EZ0831'SR 2000 AND SR 2011, 55.9 FT SE OF C/L OF SR 2000, 10.6 FT S EZ0831'OF C/L OF DRIVEWAY, 85.8 FT SE OF ALUM. REF. TAG ON PP 164, 73.7 EZ0831'FT E OF ALUM. REF. TAG ON PP AND 29.8 FT WSW OF ALUM. REF. TAG EZ0831'ON PP. STATION IS 2 INCHES BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0871 *********************************************************************** EZ0871 DESIGNATION - LUCK EZ0871 PID - EZ0871 EZ0871 STATE/COUNTY- NC/WAKE EZ0871 USGS QUAD - BAYLEAF (1987) EZ0871 EZ0871 *CURRENT SURVEY CONTROL EZ0871 ___________________________________________________________________ EZ0871* NAD 83(1986)- 35 59 02.64190(N) 078 39 01.23735(W) ADJUSTED EZ0871* NAVD 88 - 105.380 (meters) 345.73 (feet) ADJUSTED EZ0871 ___________________________________________________________________ EZ0871 LAPLACE CORR- -7.07 (seconds) DEFLEC99 EZ0871 GEOID HEIGHT- -32.34 (meters) GEOID03 EZ0871 DYNAMIC HT - 105.292 (meters) 345.45 (feet) COMP EZ0871 MODELED GRAV- 979,793.5 (mgal) NAVD 88 EZ0871 EZ0871 HORZ ORDER - SECOND EZ0871 VERT ORDER - SECOND CLASS 0 EZ0871 EZ0871.The North Carolina HARNS have been completed but, EZ0871.due to contractual restrictions, coordinates for these stations EZ0871.will NOT be published in the near future. In the interim, the EZ0871.published coordinates in North Carolina will not be EZ0871.consistent with the Continuously Operating Reference Stations EZ0871.(CORS). The HARN coordinates for these stations are available EZ0871.upon request. Contact Gary Thompson(919-733-3836). EZ0871. EZ0871.In addition, the published North Carolina positions EZ0871.(NAD 83 (1986)) are NOT consistent with those determined in EZ0871.adjacent state readjustments. The discontinuity between stations EZ0871.located in North Carolina and those in adjacent states EZ0871.which have been adjusted to the HARN may be as much as 5 EZ0871.decimeters. This will result in a significant loss of accuracy EZ0871.over lines crossing such state borders. EZ0871 EZ0871 EZ0871.The horizontal coordinates were established by classical geodetic methods EZ0871.and adjusted by the National Geodetic Survey in July 1986. EZ0871 EZ0871.The orthometric height was determined by differential leveling EZ0871.and adjusted by the National Geodetic Survey in June 1991. EZ0871 EZ0871.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0871 EZ0871.The geoid height was determined by GEOID03. EZ0871 EZ0871.The dynamic height is computed by dividing the NAVD 88 EZ0871.geopotential number by the normal gravity value computed on the EZ0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0871.degrees latitude (g = 980.6199 gals.). EZ0871 EZ0871.The modeled gravity was interpolated from observed gravity values. EZ0871 EZ0871; North East Units Scale Factor Converg. EZ0871;SPC NC - 247,888.436 641,132.350 MT 0.99995415 +0 12 06.5 EZ0871;SPC NC - 813,280.64 2,103,448.38 sFT 0.99995415 +0 12 06.5 EZ0871;UTM 17 - 3,984,734.173 711,830.064 MT 1.00015294 +1 22 51.9 EZ0871 EZ0871! - Elev Factor x Scale Factor = Combined Factor EZ0871!SPC NC - 0.99998854 x 0.99995415 = 0.99994269 EZ0871!UTM 17 - 0.99998854 x 1.00015294 = 1.00014147 EZ0871 EZ0871: Primary Azimuth Mark Grid Az EZ0871:SPC NC - DUNN 277 47 37.4 EZ0871:UTM 17 - DUNN 276 36 52.0 EZ0871 EZ0871|---------------------------------------------------------------------| EZ0871| PID Reference Object Distance Geod. Az | EZ0871| dddmmss.s | EZ0871| EZ0872 DUNN APPROX. 1.1 KM 2775943.9 | EZ0871|---------------------------------------------------------------------| EZ0871 EZ0871 SUPERSEDED SURVEY CONTROL EZ0871 EZ0871 NAD 27 - 35 59 02.11045(N) 078 39 02.22226(W) AD( ) 2 EZ0871 NGVD 29 (??/??/92) 105.655 (m) 346.64 (f) ADJ UNCH 2 0 EZ0871 EZ0871.Superseded values are not recommended for survey control. EZ0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0871.See file dsdata.txt to determine how the superseded data were derived. EZ0871 EZ0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1183084734(NAD 83) EZ0871_STAMPING: LUCK 1970 EZ0871_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ0871 EZ0871 HISTORY - Date Condition Report By EZ0871 HISTORY - 1970 FIRST OBSERVED NCGS EZ0871 HISTORY - 1972 GOOD NCGS EZ0871 HISTORY - 19850101 SEE DESCRIPTION NCGS EZ0871 EZ0871 STATION DESCRIPTION EZ0871 EZ0871'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ0871'LUCK IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0871'VICINITY OF NORTHWEST WAKE COUNTY. EZ0871' EZ0871'LUCK IS LOCATED APPROXIMATELY 2.7 MILES NORTH OF BAYLEAF. TO REACH EZ0871'STATION PROCEED FROM INTERSECTION OF NC 50 AND NC 98, GO EAST ON NC EZ0871'98 FOR 1.55 MILES TO INTERSECTION OF NC 98 AND SR 1005 GOING SOUTH EZ0871'AND SR 1907 GOING NORTH, CONTINUE EAST ON NC 98 FOR 0.45 MILE TO EZ0871'STATION ON LEFT, DIRECTLY ACROSS FROM HOME OF MR. DAVIS, AND 1.55 EZ0871'MILES WEST OF INTERSECTION OF NC 98 AND SR 2003. EZ0871' EZ0871'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ0871'LUCK 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ0871'IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0871' EZ0871'MARK IS-- EZ0871'34.9 FEET NNE OF C/L OF NC 98. EZ0871'63.1 FEET WNW OF ALUMINUM REF. TAG ON 24 INCH OAK TREE. EZ0871'47.3 FEET NW OF ALUMINUM REF. TAG ON 30 INCH OAK TREE. EZ0871'9.4 FEET SW OF ALUMINUM REF. TAG ON 8 INCH PINE TREE. EZ0871'69.6 FEET E OF TOP OF E END OF 14 INCH CONCRETE CULVERT. EZ0871'82.2 FEET ESE OF C/L OF DRIVE. EZ0871'71.6 FEET SE OF ALUMINUM REF. TAG ON 14 INCH PINE TREE. EZ0871 EZ0871 STATION RECOVERY (1972) EZ0871 EZ0871'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0871'2.7 MI N FROM BAYLEAF. EZ0871'FROM INTERSECTION OF NC 50 AND NC 98 GO E ON NC 98 FOR 1.55 MILES EZ0871'TO INTERSECTION OF NC 98 AND SR 1005 GOING S AND SR 1907 GOING EZ0871'N, CONTINUE E ON NC 98 FOR 0.45 MILE TO STATION ON LEFT, DIRECTLY EZ0871'ACROSS FROM HOME OF MR. DAVIS, AND 1.55 MILES W OF INTERSECTION EZ0871'OF NC 98 AND SR 2003, 34.9 FT NNE OF C/L OF NC 98, 63.1 FT WNW EZ0871'OF ALUM. REF. TAG ON 24 INCH OAK, 47.3 FT NW OF ALUM. REF. TAG ON EZ0871'30 INCH OAK, 9.4 FT SW OF ALUM. REF. TAG ON 8 INCH PINE, 82.2 EZ0871'FT ESE OF C/L OF DRIVE AND 71.6 FT SE OF ALUM. REF. TAG ON 14 EZ0871'INCH PINE. STATION IS FLUSH WITH GROUND. EZ0871 EZ0871 STATION RECOVERY (1985) EZ0871 EZ0871'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0871'STATION WAS SEARCHED FOR BUT NOT FOUND. NC 98 HAS BEEN WIDENED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1062 *********************************************************************** EZ1062 DESIGNATION - LUFKIN EZ1062 PID - EZ1062 EZ1062 STATE/COUNTY- NC/WAKE EZ1062 USGS QUAD - APEX (1993) EZ1062 EZ1062 *CURRENT SURVEY CONTROL EZ1062 ___________________________________________________________________ EZ1062* NAD 83(1986)- 35 42 52.80416(N) 078 50 26.00495(W) ADJUSTED EZ1062* NAVD 88 - 131.772 (meters) 432.32 (feet) ADJUSTED EZ1062 ___________________________________________________________________ EZ1062 LAPLACE CORR- -5.06 (seconds) DEFLEC99 EZ1062 GEOID HEIGHT- -32.28 (meters) GEOID03 EZ1062 DYNAMIC HT - 131.657 (meters) 431.94 (feet) COMP EZ1062 MODELED GRAV- 979,762.1 (mgal) NAVD 88 EZ1062 EZ1062 HORZ ORDER - SECOND EZ1062 VERT ORDER - FIRST CLASS II EZ1062 EZ1062.The North Carolina HARNS have been completed but, EZ1062.due to contractual restrictions, coordinates for these stations EZ1062.will NOT be published in the near future. In the interim, the EZ1062.published coordinates in North Carolina will not be EZ1062.consistent with the Continuously Operating Reference Stations EZ1062.(CORS). The HARN coordinates for these stations are available EZ1062.upon request. Contact Gary Thompson(919-733-3836). EZ1062. EZ1062.In addition, the published North Carolina positions EZ1062.(NAD 83 (1986)) are NOT consistent with those determined in EZ1062.adjacent state readjustments. The discontinuity between stations EZ1062.located in North Carolina and those in adjacent states EZ1062.which have been adjusted to the HARN may be as much as 5 EZ1062.decimeters. This will result in a significant loss of accuracy EZ1062.over lines crossing such state borders. EZ1062 EZ1062 EZ1062.The horizontal coordinates were established by classical geodetic methods EZ1062.and adjusted by the National Geodetic Survey in July 1986. EZ1062 EZ1062.The orthometric height was determined by differential leveling EZ1062.and adjusted by the National Geodetic Survey in June 1991. EZ1062 EZ1062.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1062 EZ1062.The geoid height was determined by GEOID03. EZ1062 EZ1062.The dynamic height is computed by dividing the NAVD 88 EZ1062.geopotential number by the normal gravity value computed on the EZ1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1062.degrees latitude (g = 980.6199 gals.). EZ1062 EZ1062.The modeled gravity was interpolated from observed gravity values. EZ1062 EZ1062; North East Units Scale Factor Converg. EZ1062;SPC NC - 217,955.115 624,027.428 MT 0.99990514 +0 05 31.3 EZ1062;SPC NC - 715,074.41 2,047,329.99 sFT 0.99990514 +0 05 31.3 EZ1062;UTM 17 - 3,954,451.134 695,339.000 MT 1.00007022 +1 15 39.5 EZ1062 EZ1062! - Elev Factor x Scale Factor = Combined Factor EZ1062!SPC NC - 0.99998439 x 0.99990514 = 0.99988953 EZ1062!UTM 17 - 0.99998439 x 1.00007022 = 1.00005460 EZ1062 EZ1062: Primary Azimuth Mark Grid Az EZ1062:SPC NC - TERRY 214 31 59.1 EZ1062:UTM 17 - TERRY 213 21 50.9 EZ1062 EZ1062|---------------------------------------------------------------------| EZ1062| PID Reference Object Distance Geod. Az | EZ1062| dddmmss.s | EZ1062| EZ1937 TERRY 461.412 METERS 2143730.4 | EZ1062|---------------------------------------------------------------------| EZ1062 EZ1062 SUPERSEDED SURVEY CONTROL EZ1062 EZ1062 NAD 27 - 35 42 52.25767(N) 078 50 26.97650(W) AD( ) 2 EZ1062 NGVD 29 (??/??/92) 132.026 (m) 433.16 (f) ADJ UNCH 1 2 EZ1062 EZ1062.Superseded values are not recommended for survey control. EZ1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1062.See file dsdata.txt to determine how the superseded data were derived. EZ1062 EZ1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9533954451(NAD 83) EZ1062_MARKER: DE = TRAVERSE STATION DISK EZ1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1062_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1062_STAMPING: LUFKIN 1967 EZ1062_MARK LOGO: NCGS EZ1062_PROJECTION: RECESSED 5 CENTIMETERS EZ1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1062+STABILITY: SURFACE MOTION EZ1062 EZ1062 HISTORY - Date Condition Report By EZ1062 HISTORY - 1967 MONUMENTED NCGS EZ1062 HISTORY - 1970 GOOD NCGS EZ1062 HISTORY - 1973 GOOD NCGS EZ1062 HISTORY - 1974 GOOD NCGS EZ1062 HISTORY - 1979 GOOD LOCSUR EZ1062 HISTORY - 1980 GOOD NCGS EZ1062 HISTORY - 1980 GOOD NCGS EZ1062 HISTORY - 1983 GOOD USPSQD EZ1062 HISTORY - 1983 GOOD USPSQD EZ1062 HISTORY - 1987 GOOD USPSQD EZ1062 EZ1062 STATION DESCRIPTION EZ1062 EZ1062'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1062'LUFKIN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1062'IN THE VICINITY OF APEX, NORTH CAROLINA. EZ1062' EZ1062'LUFKIN IS LOCATED APPROXIMATELY 1.2 MILES SOUTHEAST OF THE EZ1062'CENTER OF APEX. STATION IS AT THE INTERSECTION OF NC 55 AND EZ1062'U.S. 1, IN NORTHWEST QUADRANT OF INTERSECTION, AT SOUTHWEST EZ1062'SIDE OF METAL GUARD RAIL. EZ1062' EZ1062'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1062'LUFKIN 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1062'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ1062' EZ1062'MARK IS EZ1062' EZ1062'18.0 FT WSW OF C/L OF NC 55 EZ1062' EZ1062'32.9 FT WSW OF 4X4 POST WITH CAUTION REFLECTOR ON E SIDE OF NC 55 EZ1062' EZ1062'1.8 FT E OF 3RD METAL POST OF METAL GUARD RAIL NW OF END OF EZ1062'BRIDGE RAIL EZ1062' EZ1062'27.7 FT NW OF NW END OF CONCRETE BRIDGE GUARD RAIL EZ1062' EZ1062'52.5 FT NE OF PP WITH ALUMINUM REF. TAG ON SW SIDE OF NC 55 EZ1062' EZ1062'20.1 FT NW OF NW END OF CONCRETE CURB EZ1062 EZ1062 STATION RECOVERY (1970) EZ1062 EZ1062'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ1062'GOOD. EZ1062 EZ1062 STATION RECOVERY (1973) EZ1062 EZ1062'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1062'1.3 MI SSE FROM APEX. EZ1062'LUFKIN IS LOCATED APPROXIMATELY 12.5 MILES WSW OF CAPITOL SQUARE EZ1062'IN RALEIGH. STATION IS AT THE NC 55 OVERPASS OF U.S. 1 IN THE EZ1062'NW QUADRANT OF THE INTERSECTION, 18.0 FT WSW OF C/L OF NC 55, EZ1062'27.7 FT NW OF NW END OF CONCRETE BRIDGE GUARD RAIL, 20.1 FT EZ1062'NW OF NW END OF CONCRETE CURB, 1.8 FT W OF THIRD GUARD RAIL POST EZ1062'FROM NW END OF BRIDGE, 32.9 FT WSW OF 4 X 4 CAUTION REFLECTOR EZ1062'CONCRETE CYLINDER 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ1062 EZ1062 STATION RECOVERY (1974) EZ1062 EZ1062'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 EZ1062'RECOVERED IN GOOD CONDITION. EZ1062 EZ1062 STATION RECOVERY (1979) EZ1062 EZ1062'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (ARB) EZ1062'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ1062 EZ1062 STATION RECOVERY (1980) EZ1062 EZ1062'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EZ1062'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. STATION IS EZ1062'WEST OF THIRD GUARD RAIL POST FROM A BRIDGE AND 50.5 FEET NORTHEAST OF EZ1062'POWER POLE WITH REFERENCE TAG. EZ1062 EZ1062 STATION RECOVERY (1980) EZ1062 EZ1062'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ1062'AT NORTHWEST END OF N.C. 55 HIGHWAY BRIDGE OVERPASS OF U.S. 1 EZ1062'SOUTHEAST OF APEX, 18.0 FEET WEST-SOUTHWEST OF CENTERLINE OF N.C. 55, EZ1062'27.7 FEET NORTHWEST OF NORTHWEST END OF BRIDGE RAIL, 20.0 FEET EZ1062'NORTHWEST OF NORTHWEST END OF BRIDGE CURB, 50.5 FEET NORTHEAST EZ1062'OF POWER POLE WITH REFERENCE TAG AND 1.8 FEET EAST OF THIRD GUARD EZ1062'RAIL POST FROM BRIDGE. EZ1062'THE MARK IS 1 FT BELOW ROAD. EZ1062 EZ1062 STATION RECOVERY (1983) EZ1062 EZ1062'RECOVERY NOTE BY US POWER SQUADRON 1983 (RKG) EZ1062'LUFKIN 1967 RECOVERED GOOD - MARK IS 1 FEET 2 INCH NW OF 5TH METAL EZ1062'POST OF METAL GUARD RAIL. EZ1062' EZ1062'- ALUMINUM REF. TAG ON PP NOT FOUND. EZ1062 EZ1062 STATION RECOVERY (1983) EZ1062 EZ1062'RECOVERY NOTE BY US POWER SQUADRON 1983 EZ1062'MARK IS 1.2' NORTHWEST OF 5TH METAL POST OF METAL GUARD RAIL ALUMINUM EZ1062'REF. TAG ON PP NOT FOU PP NOT FOUND. EZ1062 EZ1062 STATION RECOVERY (1987) EZ1062 EZ1062'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ1062'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7498 *********************************************************************** AE7498 DESIGNATION - LUMBER AE7498 PID - AE7498 AE7498 STATE/COUNTY- NC/WAKE AE7498 USGS QUAD - RALEIGH EAST (1993) AE7498 AE7498 *CURRENT SURVEY CONTROL AE7498 ___________________________________________________________________ AE7498* NAD 83(1986)- 35 51 52.53841(N) 078 35 43.93949(W) ADJUSTED AE7498* NAVD 88 - 111.372 (meters) 365.39 (feet) ADJUSTED AE7498 ___________________________________________________________________ AE7498 LAPLACE CORR- -7.61 (seconds) DEFLEC99 AE7498 GEOID HEIGHT- -32.88 (meters) GEOID03 AE7498 DYNAMIC HT - 111.277 (meters) 365.08 (feet) COMP AE7498 MODELED GRAV- 979,776.3 (mgal) NAVD 88 AE7498 AE7498 HORZ ORDER - SECOND AE7498 VERT ORDER - SECOND CLASS II AE7498 AE7498.The North Carolina HARNS have been completed but, AE7498.due to contractual restrictions, coordinates for these stations AE7498.will NOT be published in the near future. In the interim, the AE7498.published coordinates in North Carolina will not be AE7498.consistent with the Continuously Operating Reference Stations AE7498.(CORS). The HARN coordinates for these stations are available AE7498.upon request. Contact Gary Thompson(919-733-3836). AE7498. AE7498.In addition, the published North Carolina positions AE7498.(NAD 83 (1986)) are NOT consistent with those determined in AE7498.adjacent state readjustments. The discontinuity between stations AE7498.located in North Carolina and those in adjacent states AE7498.which have been adjusted to the HARN may be as much as 5 AE7498.decimeters. This will result in a significant loss of accuracy AE7498.over lines crossing such state borders. AE7498 AE7498 AE7498.The horizontal coordinates were established by classical geodetic methods AE7498.and adjusted by the National Geodetic Survey in February 1998. AE7498 AE7498.The orthometric height was determined by differential leveling AE7498.and adjusted by the National Geodetic Survey in September 1998. AE7498 AE7498.The Laplace correction was computed from DEFLEC99 derived deflections. AE7498 AE7498.The geoid height was determined by GEOID03. AE7498 AE7498.The dynamic height is computed by dividing the NAVD 88 AE7498.geopotential number by the normal gravity value computed on the AE7498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7498.degrees latitude (g = 980.6199 gals.). AE7498 AE7498.The modeled gravity was interpolated from observed gravity values. AE7498 AE7498; North East Units Scale Factor Converg. AE7498;SPC NC - 234,651.635 646,128.507 MT 0.99992968 +0 14 00.4 AE7498;SPC NC - 769,852.91 2,119,839.94 sFT 0.99992968 +0 14 00.4 AE7498;UTM 17 - 3,971,599.884 717,098.379 MT 1.00018080 +1 24 33.3 AE7498 AE7498! - Elev Factor x Scale Factor = Combined Factor AE7498!SPC NC - 0.99998768 x 0.99992968 = 0.99991736 AE7498!UTM 17 - 0.99998768 x 1.00018080 = 1.00016848 AE7498 AE7498 SUPERSEDED SURVEY CONTROL AE7498 AE7498 NGVD 29 (02/27/98) 111.65 (m) 366.3 (f) LEVELING 3 AE7498 AE7498.Superseded values are not recommended for survey control. AE7498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7498.See file dsdata.txt to determine how the superseded data were derived. AE7498 AE7498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1709871600(NAD 83) AE7498_MARKER: DH = HORIZONTAL CONTROL DISK AE7498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7498_STAMPING: LUMBER 1987 AE7498_MARK LOGO: NCGS AE7498_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7498+STABILITY: SURFACE MOTION AE7498 AE7498 HISTORY - Date Condition Report By AE7498 HISTORY - 1987 MONUMENTED NCGS AE7498 HISTORY - 19870101 GOOD NCGS AE7498 HISTORY - 20050417 MARK NOT FOUND USPSQD AE7498 AE7498 STATION DESCRIPTION AE7498 AE7498'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7498'STATION IS LOCATED ABOUT 6.2 KM (3.85 MI) NORTH-NORTHEAST OF THE AE7498'CAPITAL SQUARE IN RALEIGH. ALONG SR 2030 (OLD WAKE FOREST ROAD) FOR AE7498'1.7 KM (1.05 MI) SOUTHWEST FROM US 1 (CAPITAL BOULEVARD), TO A AE7498'RAILROAD OVERPASS, AT THE SOUTHEAST CORNER OF THE BRIDGE. MARK IS AE7498'RECESSED 4 CM BELOW GROUND AND LEVEL WITH ROAD. LOCATED 4.1 M (13.5 AE7498'FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE ROAD, 1.2 M (3.9 FT) AE7498'SOUTHEAST OF THE SOUTHEAST END OF THE BRIDGE RAIL, 1.0 M (3.3 FT) AE7498'EAST-NORTHEAST OF THE TOP OF THE WINGWALL, 0.7 M (2.3 FT) AE7498'SOUTH-SOUTHWEST OF THE GUARD RAIL. AE7498 AE7498 STATION RECOVERY (1987) AE7498 AE7498'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7498'RECOVERED AS DESCRIBED. AE7498 AE7498 STATION RECOVERY (2005) AE7498 AE7498'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) AE7498'MARK NOT FOUND, NEW BRIDGE 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6669 *********************************************************************** EZ6669 DESIGNATION - LYERLY EZ6669 PID - EZ6669 EZ6669 STATE/COUNTY- NC/WAKE EZ6669 USGS QUAD - FUQUAY-VARINA (1993) EZ6669 EZ6669 *CURRENT SURVEY CONTROL EZ6669 ___________________________________________________________________ EZ6669* NAD 83(1986)- 35 33 16.69255(N) 078 48 33.71586(W) ADJUSTED EZ6669* NAVD 88 - 101.0 (meters) 331. (feet) VERTCON EZ6669 ___________________________________________________________________ EZ6669 LAPLACE CORR- -4.89 (seconds) DEFLEC99 EZ6669 GEOID HEIGHT- -32.73 (meters) GEOID03 EZ6669 EZ6669 HORZ ORDER - SECOND EZ6669 EZ6669.The North Carolina HARNS have been completed but, EZ6669.due to contractual restrictions, coordinates for these stations EZ6669.will NOT be published in the near future. In the interim, the EZ6669.published coordinates in North Carolina will not be EZ6669.consistent with the Continuously Operating Reference Stations EZ6669.(CORS). The HARN coordinates for these stations are available EZ6669.upon request. Contact Gary Thompson(919-733-3836). EZ6669. EZ6669.In addition, the published North Carolina positions EZ6669.(NAD 83 (1986)) are NOT consistent with those determined in EZ6669.adjacent state readjustments. The discontinuity between stations EZ6669.located in North Carolina and those in adjacent states EZ6669.which have been adjusted to the HARN may be as much as 5 EZ6669.decimeters. This will result in a significant loss of accuracy EZ6669.over lines crossing such state borders. EZ6669 EZ6669 EZ6669.The horizontal coordinates were established by classical geodetic methods EZ6669.and adjusted by the National Geodetic Survey in March 1993. EZ6669 EZ6669.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6669 EZ6669.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6669 EZ6669.The geoid height was determined by GEOID03. EZ6669 EZ6669; North East Units Scale Factor Converg. EZ6669;SPC NC - 200,206.187 626,883.678 MT 0.99988652 +0 06 36.1 EZ6669;SPC NC - 656,843.13 2,056,700.87 sFT 0.99988652 +0 06 36.1 EZ6669;UTM 17 - 3,936,760.801 698,556.602 MT 1.00008586 +1 16 27.2 EZ6669 EZ6669! - Elev Factor x Scale Factor = Combined Factor EZ6669!SPC NC - 0.99998928 x 0.99988652 = 0.99987580 EZ6669!UTM 17 - 0.99998928 x 1.00008586 = 1.00007514 EZ6669 EZ6669 SUPERSEDED SURVEY CONTROL EZ6669 EZ6669 NGVD 29 (03/10/93) 101.3 (m) 332. (f) VERT ANG EZ6669 EZ6669.Superseded values are not recommended for survey control. EZ6669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6669.See file dsdata.txt to determine how the superseded data were derived. EZ6669 EZ6669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9855736761(NAD 83) EZ6669_MARKER: DE = TRAVERSE STATION DISK EZ6669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6669_SP_SET: CONCRETE POST EZ6669_STAMPING: LYERLY 1983 EZ6669_MARK LOGO: NCGS EZ6669_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ6669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6669+STABILITY: SURFACE MOTION EZ6669 EZ6669 HISTORY - Date Condition Report By EZ6669 HISTORY - 1983 MONUMENTED NCGS EZ6669 EZ6669 STATION DESCRIPTION EZ6669 EZ6669'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 EZ6669'STATION IS LOCATED APPROXIMATELY 3.4 KM (2.1 MI) SOUTH-SOUTHWEST OF EZ6669'FUQUAY VARINA . EZ6669'ALONG US 401 (MAIN ST), 3.5 KM (2.2 MI) SOUTH FROM INTERSECTION WITH EZ6669'NC 42 (ACADEMY ST), OR 0.5 KM (0.3 MI) NORTH OF THE WAKE-HARNETT EZ6669'COUNTY LINE, IN HIGHWAY SHOULDER. EZ6669'THE STATION IS A STANDARD NCGS DISK STAMPED---LYERLY 1983---, SET INTO EZ6669'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 13 CM EZ6669'BELOW GROUND. LOCATED 5.52 METERS (18.1 FT) SOUTHEAST FROM THE EZ6669'CENTERLINE OF HIGHWAY, 64.2 METERS (210.7 FT) NORTHEAST OF AND ACROSS EZ6669'HIGHWAY FROM NORTHEAST END OF DRIVEWAY CULVERT, 9.75 METERS (32.0 FT) EZ6669'SOUTHWEST FROM THE SOUTH MOST CAUTION SIGN WITH REFERENCE TAG (TAG EZ6669'DOES NOT FACE STATION), 18.35 METERS (60.2 FT) SOUTH-SOUTHEAST FROM A EZ6669'POWER POLE WITH REFERENCE TAG, AND 25.30 METERS (83.0 FT) EZ6669'EAST-SOUTHEAST FROM A 8 INCH PINE WITH REFERENCE TAG. EZ6669'STATION IS LEVEL WITH HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7330 *********************************************************************** AE7330 DESIGNATION - LYNN COVE AE7330 PID - AE7330 AE7330 STATE/COUNTY- NC/WAKE AE7330 USGS QUAD - BAYLEAF (1987) AE7330 AE7330 *CURRENT SURVEY CONTROL AE7330 ___________________________________________________________________ AE7330* NAD 83(1986)- 35 52 42.38109(N) 078 42 00.60927(W) ADJUSTED AE7330* NAVD 88 - 111.0 (meters) 364. (feet) VERTCON AE7330 ___________________________________________________________________ AE7330 LAPLACE CORR- -7.27 (seconds) DEFLEC99 AE7330 GEOID HEIGHT- -32.41 (meters) GEOID03 AE7330 AE7330 HORZ ORDER - SECOND AE7330 AE7330.The North Carolina HARNS have been completed but, AE7330.due to contractual restrictions, coordinates for these stations AE7330.will NOT be published in the near future. In the interim, the AE7330.published coordinates in North Carolina will not be AE7330.consistent with the Continuously Operating Reference Stations AE7330.(CORS). The HARN coordinates for these stations are available AE7330.upon request. Contact Gary Thompson(919-733-3836). AE7330. AE7330.In addition, the published North Carolina positions AE7330.(NAD 83 (1986)) are NOT consistent with those determined in AE7330.adjacent state readjustments. The discontinuity between stations AE7330.located in North Carolina and those in adjacent states AE7330.which have been adjusted to the HARN may be as much as 5 AE7330.decimeters. This will result in a significant loss of accuracy AE7330.over lines crossing such state borders. AE7330 AE7330 AE7330.The horizontal coordinates were established by classical geodetic methods AE7330.and adjusted by the National Geodetic Survey in March 1998. AE7330 AE7330.The NAVD 88 height was computed by applying the VERTCON shift value to AE7330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7330 AE7330.The Laplace correction was computed from DEFLEC99 derived deflections. AE7330 AE7330.The geoid height was determined by GEOID03. AE7330 AE7330; North East Units Scale Factor Converg. AE7330;SPC NC - 236,154.217 636,674.620 MT 0.99993229 +0 10 23.0 AE7330;SPC NC - 774,782.63 2,088,823.32 sFT 0.99993229 +0 10 23.0 AE7330;UTM 17 - 3,972,908.490 707,613.523 MT 1.00013116 +1 20 54.0 AE7330 AE7330! - Elev Factor x Scale Factor = Combined Factor AE7330!SPC NC - 0.99998767 x 0.99993229 = 0.99991996 AE7330!UTM 17 - 0.99998767 x 1.00013116 = 1.00011882 AE7330 AE7330 SUPERSEDED SURVEY CONTROL AE7330 AE7330 NGVD 29 (03/10/98) 111.3 (m) 365. (f) VERT ANG AE7330 AE7330.Superseded values are not recommended for survey control. AE7330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7330.See file dsdata.txt to determine how the superseded data were derived. AE7330 AE7330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0761472908(NAD 83) AE7330_MARKER: DH = HORIZONTAL CONTROL DISK AE7330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7330_STAMPING: LYNN COVE 1986 AE7330_MARK LOGO: NCGS AE7330_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7330+STABILITY: SURFACE MOTION AE7330 AE7330 HISTORY - Date Condition Report By AE7330 HISTORY - 1986 MONUMENTED NCGS AE7330 AE7330 STATION DESCRIPTION AE7330 AE7330'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7330'STATION IS LOCATED ABOUT 12.4 KM (7.70 MI) NORTH-NORTHWEST OF CAPITOL AE7330'SQUARE (IN RALEIGH) AND 4.0 KM (2.50 MI) SOUTHEAST OF LEESVILLE AE7330'COMMUNITY. PROCEED ALONG SR 1822 (LEESVILLE ROAD) FOR 3.4 KM (2.10 MI) AE7330'NORTHWEST FROM THE NC 50 CROSSROADS, TO THE NORTHMOST ENTRANCE AE7330'TO--LYNN COVE--SUBDIVISION, THENCE NORTHEAST ALONG LYNN COVE LANE FOR AE7330'0.2 KM (0.10 MI) TO SNIPE CREEK LANE, THENCE 0.2 KM (0.10 MI) (0.15) AE7330'MI EAST TO THE END OF THE ROAD, AT A CIRCLE, AND THE STATION ON THE AE7330'RIGHT, AT THE EAST CORNER OF A DUMPSTER SITE. MARK IS RECESSED 1 INCH AE7330'BELOW GROUND AND 1 FOOT (0.3 M) LOWER THAN PARKING LOT. LOCATED 29.6 M AE7330'(97.1 FT) WEST OF THE CORNER OF APARTMENT BUILDING 4300, 0.6 M (2.0 AE7330'FT) EAST OF THE NORTHEAST CORNER OF A CONCEALMENT FENCE AROUND AE7330'DUMPSTER, 8.9 M (29.2 FT) SOUTHEAST OF A METAL LAMP POLE, 13.7 M (44.9 AE7330'FT) NORTH OF THE WEST-MOST GUY WIRE ANCHOR, 18.5 M (60.7 FT) AE7330'WEST-NORTHWEST OF THE EAST-MOST GUY WIRE ANCHOR, 40.9 M (134.2 FT) AE7330'SOUTHEAST OF A FIRE HYDRANT, AND 10.7 M (35.1 FT) SOUTHWEST OF THE AE7330'EAST-MOST TRANSMISSION POLE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6571 *********************************************************************** EZ6571 DESIGNATION - LYNRO EZ6571 PID - EZ6571 EZ6571 STATE/COUNTY- NC/WAKE EZ6571 USGS QUAD - RALEIGH WEST (1988) EZ6571 EZ6571 *CURRENT SURVEY CONTROL EZ6571 ___________________________________________________________________ EZ6571* NAD 83(1986)- 35 51 53.71188(N) 078 38 14.25174(W) ADJUSTED EZ6571* NAVD 88 - 132.831 (meters) 435.80 (feet) ADJUSTED EZ6571 ___________________________________________________________________ EZ6571 LAPLACE CORR- -7.10 (seconds) DEFLEC99 EZ6571 GEOID HEIGHT- -32.70 (meters) GEOID03 EZ6571 DYNAMIC HT - 132.718 (meters) 435.43 (feet) COMP EZ6571 MODELED GRAV- 979,782.1 (mgal) NAVD 88 EZ6571 EZ6571 HORZ ORDER - SECOND EZ6571 VERT ORDER - SECOND CLASS II EZ6571 EZ6571.The North Carolina HARNS have been completed but, EZ6571.due to contractual restrictions, coordinates for these stations EZ6571.will NOT be published in the near future. In the interim, the EZ6571.published coordinates in North Carolina will not be EZ6571.consistent with the Continuously Operating Reference Stations EZ6571.(CORS). The HARN coordinates for these stations are available EZ6571.upon request. Contact Gary Thompson(919-733-3836). EZ6571. EZ6571.In addition, the published North Carolina positions EZ6571.(NAD 83 (1986)) are NOT consistent with those determined in EZ6571.adjacent state readjustments. The discontinuity between stations EZ6571.located in North Carolina and those in adjacent states EZ6571.which have been adjusted to the HARN may be as much as 5 EZ6571.decimeters. This will result in a significant loss of accuracy EZ6571.over lines crossing such state borders. EZ6571 EZ6571 EZ6571.The horizontal coordinates were established by classical geodetic methods EZ6571.and adjusted by the National Geodetic Survey in December 1992. EZ6571 EZ6571.The orthometric height was determined by differential leveling EZ6571.and adjusted by the National Geodetic Survey in September 1998. EZ6571 EZ6571.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6571 EZ6571.The geoid height was determined by GEOID03. EZ6571 EZ6571.The dynamic height is computed by dividing the NAVD 88 EZ6571.geopotential number by the normal gravity value computed on the EZ6571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6571.degrees latitude (g = 980.6199 gals.). EZ6571 EZ6571.The modeled gravity was interpolated from observed gravity values. EZ6571 EZ6571; North East Units Scale Factor Converg. EZ6571;SPC NC - 234,673.229 642,357.602 MT 0.99992974 +0 12 33.6 EZ6571;SPC NC - 769,923.75 2,107,468.23 sFT 0.99992974 +0 12 33.6 EZ6571;UTM 17 - 3,971,544.092 713,326.916 MT 1.00016080 +1 23 05.2 EZ6571 EZ6571! - Elev Factor x Scale Factor = Combined Factor EZ6571!SPC NC - 0.99998428 x 0.99992974 = 0.99991403 EZ6571!UTM 17 - 0.99998428 x 1.00016080 = 1.00014508 EZ6571 EZ6571 SUPERSEDED SURVEY CONTROL EZ6571 EZ6571 NGVD 29 (12/28/92) 133.11 (m) 436.7 (f) LEVELING 3 EZ6571 EZ6571.Superseded values are not recommended for survey control. EZ6571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6571.See file dsdata.txt to determine how the superseded data were derived. EZ6571 EZ6571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1332771544(NAD 83) EZ6571_MARKER: DH = HORIZONTAL CONTROL DISK EZ6571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6571_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6571_STAMPING: LYNRO 1985 EZ6571_MARK LOGO: NCGS EZ6571_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6571+STABILITY: SURFACE MOTION EZ6571 EZ6571 HISTORY - Date Condition Report By EZ6571 HISTORY - 1985 MONUMENTED NCGS EZ6571 HISTORY - 19870101 GOOD NCGS EZ6571 EZ6571 STATION DESCRIPTION EZ6571 EZ6571'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ6571'THE STATION IS LOCATED IN NORTH RALEIGH. EZ6571' EZ6571'ALONG SIX FORKS ROAD, 3.6 KM (2.25 MI) NORTH FROM THE OVERPASS EZ6571'BRIDGE OF THE BELTLINE, AT THE INTERSECTION WITH LYNN ROAD, IN THE EZ6571'NORTHEAST QUADRANT OF THE CROSSROADS, BETWEEN A SUPPORT POLE AND GUY EZ6571'WIRE. EZ6571' EZ6571'THE STATION IS A STANDARD NCGS DISK STAMPED---LYNRO 1985---, EZ6571'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6571'25 CM IN DIAMETER RECESSED 2 CM BELOW GROUND. LOCATED EZ6571'10.1 METERS (33.0 FT) EAST-SOUTHEAST OF SIX FORKS CURB, EZ6571'3.1 METERS (10.0 FT) NORTHEAST OF LYNN ROAD CURB, EZ6571'10.8 METERS (35.4 FT) NORTHWEST OF THE CENTERLINE OF A DRIVEWAY TO EZ6571'HOUSE NUMBER 24, EZ6571'20.8 METERS (68.2 FT) WEST OF THE SOUTH CORNER OF THE HOUSE, EZ6571'9.1 METERS (33.0 FT) SOUTH OF A CORNER FENCE POST, EZ6571'1.3 METERS (4.2 FT) EAST OF A TRAFFIC LIGHT SUPPORT POLE WITH A EZ6571'REFERENCE TAG, AND EZ6571'7.7 METERS (25.3 FT) SOUTH-SOUTHEAST OF NORTH TRAIL SIGN POST. EZ6571' EZ6571'MARK IS 1 FT ABOVE THE LEVEL OF THE STREET. EZ6571 EZ6571 STATION RECOVERY (1987) EZ6571 EZ6571'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ6571'DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS. CHANGE EZ6571'REFERENCE OF FENCE POST FROM 33.0 FT (10.1 M) TO 30.5 FT (9.3 M) . 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5223 *********************************************************************** EZ5223 DESIGNATION - LYON EZ5223 PID - EZ5223 EZ5223 STATE/COUNTY- NC/WAKE EZ5223 USGS QUAD - BAYLEAF (1987) EZ5223 EZ5223 *CURRENT SURVEY CONTROL EZ5223 ___________________________________________________________________ EZ5223* NAD 83(1986)- 35 57 37.57947(N) 078 37 59.60556(W) ADJUSTED EZ5223* NAVD 88 - 112.3 (meters) 368. (feet) VERTCON EZ5223 ___________________________________________________________________ EZ5223 LAPLACE CORR- -6.91 (seconds) DEFLEC99 EZ5223 GEOID HEIGHT- -32.47 (meters) GEOID03 EZ5223 EZ5223 HORZ ORDER - SECOND EZ5223 EZ5223.The North Carolina HARNS have been completed but, EZ5223.due to contractual restrictions, coordinates for these stations EZ5223.will NOT be published in the near future. In the interim, the EZ5223.published coordinates in North Carolina will not be EZ5223.consistent with the Continuously Operating Reference Stations EZ5223.(CORS). The HARN coordinates for these stations are available EZ5223.upon request. Contact Gary Thompson(919-733-3836). EZ5223. EZ5223.In addition, the published North Carolina positions EZ5223.(NAD 83 (1986)) are NOT consistent with those determined in EZ5223.adjacent state readjustments. The discontinuity between stations EZ5223.located in North Carolina and those in adjacent states EZ5223.which have been adjusted to the HARN may be as much as 5 EZ5223.decimeters. This will result in a significant loss of accuracy EZ5223.over lines crossing such state borders. EZ5223 EZ5223 EZ5223.The horizontal coordinates were established by classical geodetic methods EZ5223.and adjusted by the National Geodetic Survey in July 1986. EZ5223 EZ5223.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5223 EZ5223.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5223 EZ5223.The geoid height was determined by GEOID03. EZ5223 EZ5223; North East Units Scale Factor Converg. EZ5223;SPC NC - 245,272.375 642,685.863 MT 0.99994897 +0 12 42.1 EZ5223;SPC NC - 804,697.78 2,108,545.20 sFT 0.99994897 +0 12 42.1 EZ5223;UTM 17 - 3,982,150.098 713,437.405 MT 1.00016137 +1 23 25.3 EZ5223 EZ5223! - Elev Factor x Scale Factor = Combined Factor EZ5223!SPC NC - 0.99998747 x 0.99994897 = 0.99993644 EZ5223!UTM 17 - 0.99998747 x 1.00016137 = 1.00014883 EZ5223 EZ5223|---------------------------------------------------------------------| EZ5223| PID Reference Object Distance Geod. Az | EZ5223| dddmmss.s | EZ5223| EZ5221 IRVAN 350.097 METERS 20347 | EZ5223|---------------------------------------------------------------------| EZ5223 EZ5223 SUPERSEDED SURVEY CONTROL EZ5223 EZ5223 NAD 27 - 35 57 37.04646(N) 078 38 00.60022(W) AD( ) 2 EZ5223 NGVD 29 (07/19/86) 112.6 (m) 369. (f) VERT ANG EZ5223 EZ5223.Superseded values are not recommended for survey control. EZ5223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5223.See file dsdata.txt to determine how the superseded data were derived. EZ5223 EZ5223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1343782150(NAD 83) EZ5223_MARKER: DE = TRAVERSE STATION DISK EZ5223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5223_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5223_STAMPING: LYON 1970 EZ5223_MARK LOGO: NCGS EZ5223_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ5223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5223+STABILITY: SURFACE MOTION EZ5223 EZ5223 HISTORY - Date Condition Report By EZ5223 HISTORY - 1970 MONUMENTED NCGS EZ5223 HISTORY - 19850101 GOOD NCGS EZ5223 HISTORY - 1987 GOOD USPSQD EZ5223 HISTORY - 19870501 GOOD NCGS EZ5223 EZ5223 STATION DESCRIPTION EZ5223 EZ5223'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ5223'LYON IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ5223'VICINITY OF NORTHWEST WAKE COUNTY. EZ5223' EZ5223'LYON IS LOCATED APPROXIMATELY 1.0 MILE NORTH OF BAYLEAF. TO REACH EZ5223'STATION PROCEED FROM THE INTERSECTION OF NC 98 AND SR 2003, GO SOUTH EZ5223'ON SR 2003 FOR 1.4 MILE TO STATION ON LEFT, 0.05 MILE SOUTH OF EZ5223'INTERSECTION OF SR 2003 AND SR 1847, AND 0.65 MILE NORTH OF EZ5223'INTERSECTION OF SR 2003 AND SR 2002. EZ5223' EZ5223'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED LYON EZ5223'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EZ5223'FLUSH WITH THE SURFACE OF THE GROUND. EZ5223' EZ5223'MARK IS-- EZ5223'24.5 FEET E OF C/L OF SR 2003. EZ5223'71.0 FEET ENE OF ALUMINUM REF. TAG ON 10 INCH OAK TREE. EZ5223'61.3 FEET ESE OF ALUMINUM REF. TAG ON 12 INCH OAK TREE. EZ5223'31.5 FEET N OF ALUMINUM REF. TAG ON 6 INCH PINE TREE. EZ5223'25.8 FEET WNW OF ALUMINUM REF. TAG ON 4 INCH PINE TREE. EZ5223 EZ5223 STATION RECOVERY (1985) EZ5223 EZ5223'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ5223'RECOVERED AS DESCRIBED. ALONG SR 2003 NORTH FOR 0.65 MI (1.05 KM) FROM EZ5223'THE INTERSECTION WITH SR 2002 (IN BAYLEAF AT BAYLEAF BAPTIST CHURCH), EZ5223'ON THE RIGHT. EZ5223 EZ5223 STATION RECOVERY (1987) EZ5223 EZ5223'RECOVERY NOTE BY US POWER SQUADRON 1987 (FBB) EZ5223'RECOVERED IN GOOD CONDITION. EZ5223 EZ5223 STATION RECOVERY (1987) EZ5223 EZ5223'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ5223'RECOVERED AS DESCRIBED. DESCRIPTION IS ADEQUATE EXCEPT FOR THE EZ5223'FOLLOWING CORRECTIONS. LOCATED 177.8 FT (54.2 M) SOUTHWEST OF POWER EZ5223'POLE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4445 *********************************************************************** EZ4445 DESIGNATION - MABEL EZ4445 PID - EZ4445 EZ4445 STATE/COUNTY- NC/WAKE EZ4445 USGS QUAD - KNIGHTDALE (1993) EZ4445 EZ4445 *CURRENT SURVEY CONTROL EZ4445 ___________________________________________________________________ EZ4445* NAD 83(1986)- 35 48 41.58769(N) 078 29 16.32052(W) ADJUSTED EZ4445* NAVD 88 - 92.9 (meters) 305. (feet) VERTCON EZ4445 ___________________________________________________________________ EZ4445 LAPLACE CORR- -6.57 (seconds) DEFLEC99 EZ4445 GEOID HEIGHT- -33.51 (meters) GEOID03 EZ4445 EZ4445 HORZ ORDER - SECOND EZ4445 EZ4445.The North Carolina HARNS have been completed but, EZ4445.due to contractual restrictions, coordinates for these stations EZ4445.will NOT be published in the near future. In the interim, the EZ4445.published coordinates in North Carolina will not be EZ4445.consistent with the Continuously Operating Reference Stations EZ4445.(CORS). The HARN coordinates for these stations are available EZ4445.upon request. Contact Gary Thompson(919-733-3836). EZ4445. EZ4445.In addition, the published North Carolina positions EZ4445.(NAD 83 (1986)) are NOT consistent with those determined in EZ4445.adjacent state readjustments. The discontinuity between stations EZ4445.located in North Carolina and those in adjacent states EZ4445.which have been adjusted to the HARN may be as much as 5 EZ4445.decimeters. This will result in a significant loss of accuracy EZ4445.over lines crossing such state borders. EZ4445 EZ4445 EZ4445.The horizontal coordinates were established by classical geodetic methods EZ4445.and adjusted by the National Geodetic Survey in July 1986. EZ4445 EZ4445.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4445 EZ4445.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4445 EZ4445.The geoid height was determined by GEOID03. EZ4445 EZ4445; North East Units Scale Factor Converg. EZ4445;SPC NC - 228,811.734 655,882.746 MT 0.99992021 +0 17 44.1 EZ4445;SPC NC - 750,693.16 2,151,841.98 sFT 0.99992021 +0 17 44.1 EZ4445;UTM 17 - 3,965,959.706 726,973.151 MT 1.00023485 +1 28 13.9 EZ4445 EZ4445! - Elev Factor x Scale Factor = Combined Factor EZ4445!SPC NC - 0.99999067 x 0.99992021 = 0.99991089 EZ4445!UTM 17 - 0.99999067 x 1.00023485 = 1.00022552 EZ4445 EZ4445 SUPERSEDED SURVEY CONTROL EZ4445 EZ4445 NAD 27 - 35 48 41.04742(N) 078 29 17.30802(W) AD( ) 2 EZ4445 NGVD 29 (07/19/86) 93.2 (m) 306. (f) VERT ANG EZ4445 EZ4445.Superseded values are not recommended for survey control. EZ4445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4445.See file dsdata.txt to determine how the superseded data were derived. EZ4445 EZ4445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2697365960(NAD 83) EZ4445_MARKER: DE = TRAVERSE STATION DISK EZ4445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4445_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4445_STAMPING: MABEL 1965 EZ4445_MARK LOGO: NCGS EZ4445_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ4445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4445+STABILITY: SURFACE MOTION EZ4445 EZ4445 HISTORY - Date Condition Report By EZ4445 HISTORY - 1965 MONUMENTED NCGS EZ4445 HISTORY - 19931103 SEE DESCRIPTION NCGS EZ4445 EZ4445 STATION DESCRIPTION EZ4445 EZ4445'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ4445'MABEL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ4445'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ4445' EZ4445'MABEL IS 8.8 MILES ENE OF RALEIGH AND 1.7 MILES NW OF EZ4445'KNIGHTDALE. LOCATED 0.1 MILE N ALONG SR 2228 FROM SR 2049. 1.8 EZ4445'MILES S OF SR 2215. AT CREST OF HILL ON W SIDE OF SR 2228. AND EZ4445'IN YARD OF SMALL HOUSE. EZ4445' EZ4445'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ4445'MABEL 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ4445'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ4445' EZ4445'MARK IS EZ4445' EZ4445'30.0 FT W OF C/L OF SR 2228 EZ4445' EZ4445'11.2 FT W OF 12 INCH MAPLE WITH ALUMINUM REF. TAG EZ4445' EZ4445'17.2 FT S OF 14 INCH MAPLE WITH ALUMINUM REF. TAG EZ4445' EZ4445'19.8 FT NW OF 12 INCH MAPLE WITH ALUMINUM REF. TAG EZ4445' EZ4445'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ4445 EZ4445 STATION RECOVERY (1993) EZ4445 EZ4445'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB) EZ4445'MARK WAS SEARCHED FOR BUT NOT FOUND--REFERENCES ARE INADEQUATE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4407 *********************************************************************** EZ4407 DESIGNATION - MACK EZ4407 PID - EZ4407 EZ4407 STATE/COUNTY- NC/WAKE EZ4407 USGS QUAD - ZEBULON (1981) EZ4407 EZ4407 *CURRENT SURVEY CONTROL EZ4407 ___________________________________________________________________ EZ4407* NAD 83(1986)- 35 49 12.61658(N) 078 21 36.35177(W) ADJUSTED EZ4407* NAVD 88 - 86.3 (meters) 283. (feet) VERTCON EZ4407 ___________________________________________________________________ EZ4407 LAPLACE CORR- -4.77 (seconds) DEFLEC99 EZ4407 GEOID HEIGHT- -33.92 (meters) GEOID03 EZ4407 EZ4407 HORZ ORDER - SECOND EZ4407 EZ4407.The North Carolina HARNS have been completed but, EZ4407.due to contractual restrictions, coordinates for these stations EZ4407.will NOT be published in the near future. In the interim, the EZ4407.published coordinates in North Carolina will not be EZ4407.consistent with the Continuously Operating Reference Stations EZ4407.(CORS). The HARN coordinates for these stations are available EZ4407.upon request. Contact Gary Thompson(919-733-3836). EZ4407. EZ4407.In addition, the published North Carolina positions EZ4407.(NAD 83 (1986)) are NOT consistent with those determined in EZ4407.adjacent state readjustments. The discontinuity between stations EZ4407.located in North Carolina and those in adjacent states EZ4407.which have been adjusted to the HARN may be as much as 5 EZ4407.decimeters. This will result in a significant loss of accuracy EZ4407.over lines crossing such state borders. EZ4407 EZ4407 EZ4407.The horizontal coordinates were established by classical geodetic methods EZ4407.and adjusted by the National Geodetic Survey in July 1986. EZ4407 EZ4407.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4407 EZ4407.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4407 EZ4407.The geoid height was determined by GEOID03. EZ4407 EZ4407; North East Units Scale Factor Converg. EZ4407;SPC NC - 229,834.978 667,422.944 MT 0.99992169 +0 22 09.6 EZ4407;SPC NC - 754,050.26 2,189,703.44 sFT 0.99992169 +0 22 09.6 EZ4407;UTM 17 - 3,967,219.950 738,493.918 MT 1.00030094 +1 32 44.6 EZ4407 EZ4407! - Elev Factor x Scale Factor = Combined Factor EZ4407!SPC NC - 0.99999178 x 0.99992169 = 0.99991347 EZ4407!UTM 17 - 0.99999178 x 1.00030094 = 1.00029272 EZ4407 EZ4407 SUPERSEDED SURVEY CONTROL EZ4407 EZ4407 NAD 27 - 35 49 12.06121(N) 078 21 37.35089(W) AD( ) 2 EZ4407 NGVD 29 (07/19/86) 86.6 (m) 284. (f) VERT ANG EZ4407 EZ4407.Superseded values are not recommended for survey control. EZ4407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4407.See file dsdata.txt to determine how the superseded data were derived. EZ4407 EZ4407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3849467220(NAD 83) EZ4407_MARKER: DE = TRAVERSE STATION DISK EZ4407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4407_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4407_STAMPING: MACK 1969 EZ4407_MARK LOGO: NCGS EZ4407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4407+STABILITY: SURFACE MOTION EZ4407_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ4407+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2005 EZ4407 EZ4407 HISTORY - Date Condition Report By EZ4407 HISTORY - 1969 MONUMENTED NCGS EZ4407 HISTORY - 20050425 GOOD USPSQD EZ4407 EZ4407 STATION DESCRIPTION EZ4407 EZ4407'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ4407'MACK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ4407'THE VICINITY OF ZEBULON, NORTH CAROLINA. EZ4407' EZ4407'MACK IS LOCATED APPROXIMATELY 2.9 MILES WEST OF ZEBULON. TO EZ4407'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 64 BYPASS EZ4407'AND U.S. 64 BUSINESS AT WEST END OF ZEBULON, GO WEST ON U.S. 64 EZ4407'BYPASS FOR 1.9 MILES TO INTERSECTION OF U.S. 64 BYPASS AND SR EZ4407'2325, CONTINUE ON U.S. 64 BYPASS FOR 0.35 MILE TO STATION ON EZ4407'SOUTH SIDE OF ROAD AND APPROXIMATELY 150 FEET EAST OF OLD HOUSE. EZ4407' EZ4407'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ4407'MACK 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ4407'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ4407' EZ4407'MARK IS EZ4407' EZ4407'39.7 FT SSE OF C/L OF U.S. 64 BYPASS EZ4407' EZ4407'6.2 FT SE OF PP WITH ALUMINUM REF. TAG EZ4407' EZ4407'4.6 FT ESE OF GREEN UNDERGROUND TELEPHONE CABLE POST EZ4407' EZ4407'20.5 FT W OF GUY WIRE EZ4407' EZ4407'20.2 FT NNW OF DOUBLE GUY WIRE EZ4407' EZ4407'49.1 FT N OF NE CORNER OF TIN SHED EZ4407 EZ4407 STATION RECOVERY (2005) EZ4407 EZ4407'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ4407'N 35 49.212 EZ4407'W 078 21.606 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0992 *********************************************************************** EZ0992 DESIGNATION - MADDOX EZ0992 PID - EZ0992 EZ0992 STATE/COUNTY- NC/WAKE EZ0992 USGS QUAD - BAYLEAF (1987) EZ0992 EZ0992 *CURRENT SURVEY CONTROL EZ0992 ___________________________________________________________________ EZ0992* NAD 83(1986)- 35 56 49.89465(N) 078 41 14.33381(W) ADJUSTED EZ0992* NAVD 88 - 114.800 (meters) 376.64 (feet) ADJUSTED EZ0992 ___________________________________________________________________ EZ0992 LAPLACE CORR- -7.20 (seconds) DEFLEC99 EZ0992 GEOID HEIGHT- -32.28 (meters) GEOID03 EZ0992 DYNAMIC HT - 114.704 (meters) 376.32 (feet) COMP EZ0992 MODELED GRAV- 979,788.8 (mgal) NAVD 88 EZ0992 EZ0992 HORZ ORDER - SECOND EZ0992 VERT ORDER - SECOND CLASS 0 EZ0992 EZ0992.The North Carolina HARNS have been completed but, EZ0992.due to contractual restrictions, coordinates for these stations EZ0992.will NOT be published in the near future. In the interim, the EZ0992.published coordinates in North Carolina will not be EZ0992.consistent with the Continuously Operating Reference Stations EZ0992.(CORS). The HARN coordinates for these stations are available EZ0992.upon request. Contact Gary Thompson(919-733-3836). EZ0992. EZ0992.In addition, the published North Carolina positions EZ0992.(NAD 83 (1986)) are NOT consistent with those determined in EZ0992.adjacent state readjustments. The discontinuity between stations EZ0992.located in North Carolina and those in adjacent states EZ0992.which have been adjusted to the HARN may be as much as 5 EZ0992.decimeters. This will result in a significant loss of accuracy EZ0992.over lines crossing such state borders. EZ0992 EZ0992 EZ0992.The horizontal coordinates were established by classical geodetic methods EZ0992.and adjusted by the National Geodetic Survey in July 1986. EZ0992 EZ0992.The orthometric height was determined by differential leveling EZ0992.and adjusted by the National Geodetic Survey in June 1991. EZ0992 EZ0992.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0992 EZ0992.The geoid height was determined by GEOID03. EZ0992 EZ0992.The dynamic height is computed by dividing the NAVD 88 EZ0992.geopotential number by the normal gravity value computed on the EZ0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0992.degrees latitude (g = 980.6199 gals.). EZ0992 EZ0992.The modeled gravity was interpolated from observed gravity values. EZ0992 EZ0992; North East Units Scale Factor Converg. EZ0992;SPC NC - 243,786.033 637,811.275 MT 0.99994613 +0 10 49.7 EZ0992;SPC NC - 799,821.34 2,092,552.49 sFT 0.99994613 +0 10 49.7 EZ0992;UTM 17 - 3,980,563.524 708,593.434 MT 1.00013617 +1 21 29.3 EZ0992 EZ0992! - Elev Factor x Scale Factor = Combined Factor EZ0992!SPC NC - 0.99998705 x 0.99994613 = 0.99993318 EZ0992!UTM 17 - 0.99998705 x 1.00013617 = 1.00012322 EZ0992 EZ0992: Primary Azimuth Mark Grid Az EZ0992:SPC NC - LESTER 170 01 36.8 EZ0992:UTM 17 - LESTER 168 50 57.2 EZ0992 EZ0992|---------------------------------------------------------------------| EZ0992| PID Reference Object Distance Geod. Az | EZ0992| dddmmss.s | EZ0992| EZ0991 LESTER APPROX. 0.6 KM 1701226.5 | EZ0992|---------------------------------------------------------------------| EZ0992 EZ0992 SUPERSEDED SURVEY CONTROL EZ0992 EZ0992 NAD 27 - 35 56 49.36632(N) 078 41 15.31850(W) AD( ) 2 EZ0992 NGVD 29 (??/??/92) 115.03 (m) 377.4 (f) COMPUTED 2 0 EZ0992 EZ0992.Superseded values are not recommended for survey control. EZ0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0992.See file dsdata.txt to determine how the superseded data were derived. EZ0992 EZ0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0859380564(NAD 83) EZ0992_MARKER: DE = TRAVERSE STATION DISK EZ0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0992_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0992_STAMPING: MADDOX 1970 EZ0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0992+STABILITY: SURFACE MOTION EZ0992 EZ0992 HISTORY - Date Condition Report By EZ0992 HISTORY - 1970 MONUMENTED NCGS EZ0992 HISTORY - 1973 GOOD NCGS EZ0992 EZ0992 STATION DESCRIPTION EZ0992 EZ0992'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ0992'MADDOX IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0992'VICINITY OF NORTHWEST WAKE COUNTY. EZ0992' EZ0992'MADDOX IS LOCATED APPROXIMATELY 2.65 MILES WEST OF BAYLEAF AND EZ0992'3.5 MILES NNE OF LEESVILLE. TO REACH STATION PROCEED FROM THE EZ0992'INTERSECTION OF NC 98 AND NC 50, GO SOUTH ON NC 50 FOR 2.5 MILES TO EZ0992'INTERSECTION OF NC 50 AND SR 1845, CONTINUE SOUTH ON NC 50 FOR EZ0992'0.3 MILE TO STATION ON RIGHT, ACROSS FROM 1-1/2 STORY WHITE FRAME EZ0992'HOUSE, AND 0.3 MILE NORTH OF INTERSECTION OF NC 50 AND SR 1834. EZ0992' EZ0992'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ0992'MADDOX 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ0992'IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0992' EZ0992'MARK IS-- EZ0992'24.5 FEET WSW OF C/L OF NC 50. EZ0992'11.0 FEET NE OF ALUMINUM REF. TAG ON 8 INCH PINE TREE. EZ0992'19.7 FEET NNW OF TOP OF 24 INCH CULVERT RUNNING UNDER NC 50, (W EZ0992'END). 20.6 FEET NNE OF ALUMINUM REF. TAG ON 6 INCH PINE TREE. EZ0992'7.0 FEET ENE OF FENCE LINE (MEASURED HORIZONTALLY). EZ0992'130.1 FEET N OF TOP OF 16 INCH CULVERT UNDER DRIVEWAY (N EZ0992'END). 141.9 FEET N OF C/L OF DRIVEWAY. EZ0992 EZ0992 STATION RECOVERY (1973) EZ0992 EZ0992'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0992'8 MI NW FROM MILLBROOK. EZ0992'MADDOX IS LOCATED APPROXIMATELY 12.0 MILES NORTH OF CAPITOL EZ0992'SQUARE IN RALEIGH. TO REACH STATION FROM INTERSECTION OF U.S. EZ0992'70 AND NC 50 AT CRABTREE MALL, PROCEED NORTH ALONG NC 50 FOR EZ0992'7.3 MILES TO STATION ON LEFT ACROSS HIGHWAY FROM 1 1/2 STORY EZ0992'WHITE FRAME HOUSE, 2.85 MILES SOUTH OF INTERSECTION OF NC 50 EZ0992'AND NC 98, 0.35 MILES NORTH OF INTERSECTION WITH SR 1834, 24.5 EZ0992'FT W OF C/L OF NC 50, 7.0 FT E OF A FENCE LINE, 141.9 FT N OF C/L EZ0992'OF DRIVEWAY, 130.1 FT N OF N END OF CULVERT UNDER DRIVEWAY, 19.7 EZ0992'FT NNW OF W END OF CULVERT UNDER NC 50, 9.0 FT ENE OF 8 IN PINE EZ0992'W/ALUMINUM REF. TAG, AND 20.6 FT NNE OF 6 IN PINE W/ALUMINUM EZ0992'REF. TAG. DISK IS SET IN CONCRETE CYLINDER FLUSH WITH THE EZ0992'SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2673 *********************************************************************** EZ2673 DESIGNATION - MALIBU EZ2673 PID - EZ2673 EZ2673 STATE/COUNTY- NC/WAKE EZ2673 USGS QUAD - GARNER (1993) EZ2673 EZ2673 *CURRENT SURVEY CONTROL EZ2673 ___________________________________________________________________ EZ2673* NAD 83(1986)- 35 41 10.47814(N) 078 36 14.35587(W) ADJUSTED EZ2673* NAVD 88 - 103.246 (meters) 338.73 (feet) ADJUSTED EZ2673 ___________________________________________________________________ EZ2673 LAPLACE CORR- -7.52 (seconds) DEFLEC99 EZ2673 GEOID HEIGHT- -33.26 (meters) GEOID03 EZ2673 DYNAMIC HT - 103.155 (meters) 338.43 (feet) COMP EZ2673 MODELED GRAV- 979,747.7 (mgal) NAVD 88 EZ2673 EZ2673 HORZ ORDER - SECOND EZ2673 VERT ORDER - SECOND CLASS I EZ2673 EZ2673.The North Carolina HARNS have been completed but, EZ2673.due to contractual restrictions, coordinates for these stations EZ2673.will NOT be published in the near future. In the interim, the EZ2673.published coordinates in North Carolina will not be EZ2673.consistent with the Continuously Operating Reference Stations EZ2673.(CORS). The HARN coordinates for these stations are available EZ2673.upon request. Contact Gary Thompson(919-733-3836). EZ2673. EZ2673.In addition, the published North Carolina positions EZ2673.(NAD 83 (1986)) are NOT consistent with those determined in EZ2673.adjacent state readjustments. The discontinuity between stations EZ2673.located in North Carolina and those in adjacent states EZ2673.which have been adjusted to the HARN may be as much as 5 EZ2673.decimeters. This will result in a significant loss of accuracy EZ2673.over lines crossing such state borders. EZ2673 EZ2673 EZ2673.The horizontal coordinates were established by classical geodetic methods EZ2673.and adjusted by the National Geodetic Survey in December 1990. EZ2673 EZ2673.The orthometric height was determined by differential leveling EZ2673.and adjusted by the National Geodetic Survey in June 1991. EZ2673 EZ2673.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2673 EZ2673.The geoid height was determined by GEOID03. EZ2673 EZ2673.The dynamic height is computed by dividing the NAVD 88 EZ2673.geopotential number by the normal gravity value computed on the EZ2673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2673.degrees latitude (g = 980.6199 gals.). EZ2673 EZ2673.The modeled gravity was interpolated from observed gravity values. EZ2673 EZ2673; North East Units Scale Factor Converg. EZ2673;SPC NC - 214,861.600 645,444.410 MT 0.99990126 +0 13 42.8 EZ2673;SPC NC - 704,925.10 2,117,595.54 sFT 0.99990126 +0 13 42.8 EZ2673;UTM 17 - 3,951,794.737 716,819.390 MT 1.00017933 +1 23 53.7 EZ2673 EZ2673! - Elev Factor x Scale Factor = Combined Factor EZ2673!SPC NC - 0.99998902 x 0.99990126 = 0.99989028 EZ2673!UTM 17 - 0.99998902 x 1.00017933 = 1.00016834 EZ2673 EZ2673 SUPERSEDED SURVEY CONTROL EZ2673 EZ2673 NGVD 29 (12/03/90) 103.49 (m) 339.5 (f) LEVELING 3 EZ2673 EZ2673.Superseded values are not recommended for survey control. EZ2673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2673.See file dsdata.txt to determine how the superseded data were derived. EZ2673 EZ2673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1681951795(NAD 83) EZ2673_MARKER: DE = TRAVERSE STATION DISK EZ2673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2673_SP_SET: CONCRETE POST EZ2673_STAMPING: MALIBU 1978 EZ2673_MARK LOGO: NCGS EZ2673_PROJECTION: RECESSED 8 CENTIMETERS EZ2673_MAGNETIC: N = NO MAGNETIC MATERIAL EZ2673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2673+STABILITY: SURFACE MOTION EZ2673 EZ2673 HISTORY - Date Condition Report By EZ2673 HISTORY - 1978 MONUMENTED NCGS EZ2673 HISTORY - 1978 GOOD NCGS EZ2673 EZ2673 STATION DESCRIPTION EZ2673 EZ2673'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ2673'THE STATION IS LOCATED APPROXIMATELY 1.3 MILES SOUTH OF GARNER. EZ2673' EZ2673'TO REACH THE STATION FROM THE NC 50 OVERPASS OF US 70, PROCEED EZ2673'SOUTHERLY ALONG NC 50 FOR 1.5 MILES TO T INTERSECTION WITH TIMBER EZ2673'DRIVE (SR 2812) AND STATION ON LEFT IN SHOULDER DIRECTLY IN FRONT OF EZ2673'ONE STORY BRICK RESIDENCE. EZ2673' EZ2673'STATION MARK IS A STANDARD DISK STAMPED---MALIBU 1978---SET IN THE TOP EZ2673'OF A CONCRETE CYLINDER WHICH IS 3 INCHES BELOW THE GROUND SURFACE. EZ2673'THE MARK IS 18.0 FEET EAST OF CENTERLINE OF NC 50, 22.2 FEET EAST- EZ2673'SOUTHEAST OF CENTERLINE INTERSECTION OF NC 50 AND SR 2812, 5.9 FEET EZ2673'NORTHWEST OF NORTHWEST CORNER OF BRICK WALL AT DRIVEWAY ENTRANCE, 95.6 EZ2673'FEET WEST-SOUTHWEST OF NORTHWEST CORNER OF BRICK HOUSE, 71.0 FEET EZ2673'SOUTH OF SOUTH END OF CONCRETE HEADWALL AND 112.9 FEET SOUTH OF POWER EZ2673'POLE WITH TRANSFORMER AND REFERENCE TAG. EZ2673 EZ2673 STATION RECOVERY (1978) EZ2673 EZ2673'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EZ2673'1.3 MI SOUTH FROM GARNER. EZ2673'TO REACH THE STATION FROM THE NC 50 OVERPASS OF US 70, PROCEED EZ2673'SOUTHERLY ALONG NC 50 FOR 1.5 MILES TO SR 2812 (TIMBER DRIVE) AND EZ2673'STATION ON LEFT IN SHOULDER DIRECTLY IN FRONT OF A BRICK RESIDENCE, EZ2673'18.0 FEET EAST OF THE CENTERLINE OF NC 50, 22.2 FEET EAST-SOUTHEAST EZ2673'OF THE CENTERLINE INTERSECTION OF NC 50 AND SR 2812, 5.9 FEET EZ2673'NORTHWEST OF NORTHWEST CORNER OF BRICK WALL AT DRIVEWAY ENTRANCE, EZ2673'95.6 FEET WEST-SOUTHWEST OF NORTHWEST CORNER OF BRICK HOUSE, 71.0 EZ2673'FEET SOUTH OF SOUTH END OF CONCRETE HEADWALL, AND 112.9 FEET SOUTH EZ2673'OF POWER POLE WITH TRANSFORMER AND REFERENCE TAG. EZ2673'THE MARK IS ABOVE LEVEL WITH HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6572 *********************************************************************** EZ6572 DESIGNATION - MALL EZ6572 PID - EZ6572 EZ6572 STATE/COUNTY- NC/WAKE EZ6572 USGS QUAD - RALEIGH WEST (1988) EZ6572 EZ6572 *CURRENT SURVEY CONTROL EZ6572 ___________________________________________________________________ EZ6572* NAD 83(1986)- 35 50 05.34039(N) 078 38 19.19683(W) ADJUSTED EZ6572* NAVD 88 - 105.387 (meters) 345.76 (feet) ADJUSTED EZ6572 ___________________________________________________________________ EZ6572 LAPLACE CORR- -7.19 (seconds) DEFLEC99 EZ6572 GEOID HEIGHT- -32.78 (meters) GEOID03 EZ6572 DYNAMIC HT - 105.297 (meters) 345.46 (feet) COMP EZ6572 MODELED GRAV- 979,782.0 (mgal) NAVD 88 EZ6572 EZ6572 HORZ ORDER - SECOND EZ6572 VERT ORDER - SECOND CLASS II EZ6572 EZ6572.The North Carolina HARNS have been completed but, EZ6572.due to contractual restrictions, coordinates for these stations EZ6572.will NOT be published in the near future. In the interim, the EZ6572.published coordinates in North Carolina will not be EZ6572.consistent with the Continuously Operating Reference Stations EZ6572.(CORS). The HARN coordinates for these stations are available EZ6572.upon request. Contact Gary Thompson(919-733-3836). EZ6572. EZ6572.In addition, the published North Carolina positions EZ6572.(NAD 83 (1986)) are NOT consistent with those determined in EZ6572.adjacent state readjustments. The discontinuity between stations EZ6572.located in North Carolina and those in adjacent states EZ6572.which have been adjusted to the HARN may be as much as 5 EZ6572.decimeters. This will result in a significant loss of accuracy EZ6572.over lines crossing such state borders. EZ6572 EZ6572 EZ6572.The horizontal coordinates were established by classical geodetic methods EZ6572.and adjusted by the National Geodetic Survey in December 1992. EZ6572 EZ6572.The orthometric height was determined by differential leveling EZ6572.and adjusted by the National Geodetic Survey in September 1998. EZ6572 EZ6572.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6572 EZ6572.The geoid height was determined by GEOID03. EZ6572 EZ6572.The dynamic height is computed by dividing the NAVD 88 EZ6572.geopotential number by the normal gravity value computed on the EZ6572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6572.degrees latitude (g = 980.6199 gals.). EZ6572 EZ6572.The modeled gravity was interpolated from observed gravity values. EZ6572 EZ6572; North East Units Scale Factor Converg. EZ6572;SPC NC - 231,332.906 642,245.706 MT 0.99992426 +0 12 30.8 EZ6572;SPC NC - 758,964.71 2,107,101.12 sFT 0.99992426 +0 12 30.8 EZ6572;UTM 17 - 3,968,201.396 713,283.526 MT 1.00016057 +1 22 58.7 EZ6572 EZ6572! - Elev Factor x Scale Factor = Combined Factor EZ6572!SPC NC - 0.99998860 x 0.99992426 = 0.99991286 EZ6572!UTM 17 - 0.99998860 x 1.00016057 = 1.00014917 EZ6572 EZ6572 SUPERSEDED SURVEY CONTROL EZ6572 EZ6572 NGVD 29 (12/28/92) 105.67 (m) 346.7 (f) LEVELING 3 EZ6572 EZ6572.Superseded values are not recommended for survey control. EZ6572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6572.See file dsdata.txt to determine how the superseded data were derived. EZ6572 EZ6572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1328468201(NAD 83) EZ6572_MARKER: DH = HORIZONTAL CONTROL DISK EZ6572_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. EZ6572_SP_SET: SIDEWALK EZ6572_STAMPING: MALL 1984 EZ6572_MARK LOGO: NCGS EZ6572_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6572_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ6572 EZ6572 HISTORY - Date Condition Report By EZ6572 HISTORY - 1984 MONUMENTED NCGS EZ6572 HISTORY - 19870101 GOOD NCGS EZ6572 EZ6572 STATION DESCRIPTION EZ6572 EZ6572'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6572'THE STATION IS LOCATED ABOUT 6.1 KM (3.8 MI) NORTH OF THE CAPITOL EZ6572'SQUARE IN RALEIGH. EZ6572' EZ6572'AT THE SIX FORKS ROAD OVERPASS OF THE CLIFF BENSON BELTLINE (US 1, EZ6572'64, AND 70 BYPASS), ALONG THE SIDEWALK ON THE NORTHEAST SIDE OF THE EZ6572'BRIDGE. EZ6572' EZ6572'THE STATION IS A STANDARD NCGS DISK STAMPED---MALL 1984---, EZ6572'SET INTO A DRILLED HOLE. LOCATED EZ6572'12.2 METERS (39.9 FT) NORTHEAST OF THE CENTER OF THE MEDIAN, EZ6572'18.3 METERS (60.1 FT) SOUTH-SOUTHEAST OF THE NORTH END OF THE EZ6572'SIDEWALK, EZ6572'0.8 METERS (2.6 FT) NORTHEAST OF THE EDGE OF THE SIDEWALK, EZ6572'0.8 METERS (2.5 FT) SOUTHWEST OF A BRIDGE RAIL, AND EZ6572'2.2 METERS (7.0 FT) NORTHWEST OF A BRIDGE RAIL POST. EZ6572' EZ6572'MARK IS LEVEL WITH SIDEWALK. EZ6572 EZ6572 STATION RECOVERY (1987) EZ6572 EZ6572'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ6572'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5013 *********************************************************************** EZ5013 DESIGNATION - MALLIN EZ5013 PID - EZ5013 EZ5013 STATE/COUNTY- NC/WAKE EZ5013 USGS QUAD - WAKE FOREST (1987) EZ5013 EZ5013 *CURRENT SURVEY CONTROL EZ5013 ___________________________________________________________________ EZ5013* NAD 83(1986)- 35 53 56.61743(N) 078 33 30.76783(W) ADJUSTED EZ5013* NAVD 88 - 86.0 (meters) 282. (feet) VERTCON EZ5013 ___________________________________________________________________ EZ5013 LAPLACE CORR- -7.88 (seconds) DEFLEC99 EZ5013 GEOID HEIGHT- -32.96 (meters) GEOID03 EZ5013 EZ5013 HORZ ORDER - SECOND EZ5013 EZ5013.The North Carolina HARNS have been completed but, EZ5013.due to contractual restrictions, coordinates for these stations EZ5013.will NOT be published in the near future. In the interim, the EZ5013.published coordinates in North Carolina will not be EZ5013.consistent with the Continuously Operating Reference Stations EZ5013.(CORS). The HARN coordinates for these stations are available EZ5013.upon request. Contact Gary Thompson(919-733-3836). EZ5013. EZ5013.In addition, the published North Carolina positions EZ5013.(NAD 83 (1986)) are NOT consistent with those determined in EZ5013.adjacent state readjustments. The discontinuity between stations EZ5013.located in North Carolina and those in adjacent states EZ5013.which have been adjusted to the HARN may be as much as 5 EZ5013.decimeters. This will result in a significant loss of accuracy EZ5013.over lines crossing such state borders. EZ5013 EZ5013 EZ5013.The horizontal coordinates were established by classical geodetic methods EZ5013.and adjusted by the National Geodetic Survey in July 1986. EZ5013 EZ5013.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5013 EZ5013.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5013 EZ5013.The geoid height was determined by GEOID03. EZ5013 EZ5013; North East Units Scale Factor Converg. EZ5013;SPC NC - 238,489.856 649,452.276 MT 0.99993629 +0 15 17.3 EZ5013;SPC NC - 782,445.47 2,130,744.68 sFT 0.99993629 +0 15 17.3 EZ5013;UTM 17 - 3,975,506.547 720,343.466 MT 1.00019829 +1 25 55.7 EZ5013 EZ5013! - Elev Factor x Scale Factor = Combined Factor EZ5013!SPC NC - 0.99999167 x 0.99993629 = 0.99992796 EZ5013!UTM 17 - 0.99999167 x 1.00019829 = 1.00018996 EZ5013 EZ5013 SUPERSEDED SURVEY CONTROL EZ5013 EZ5013 NAD 27 - 35 53 56.08448(N) 078 33 31.76072(W) AD( ) 2 EZ5013 NGVD 29 (07/19/86) 86.3 (m) 283. (f) VERT ANG EZ5013 EZ5013.Superseded values are not recommended for survey control. EZ5013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5013.See file dsdata.txt to determine how the superseded data were derived. EZ5013 EZ5013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2034375507(NAD 83) EZ5013_MARKER: DE = TRAVERSE STATION DISK EZ5013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5013_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5013_MAGNETIC: N = NO MAGNETIC MATERIAL EZ5013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5013+STABILITY: SURFACE MOTION EZ5013 EZ5013 HISTORY - Date Condition Report By EZ5013 HISTORY - 1970 MONUMENTED NCGS EZ5013 HISTORY - 1980 MARK NOT FOUND NCGS EZ5013 HISTORY - 1984 MARK NOT FOUND NCGS EZ5013 EZ5013 STATION DESCRIPTION EZ5013 EZ5013'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ5013'MALLIN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ5013'VICINITY OF NORTHWEST WAKE COUNTY. EZ5013' EZ5013'MALLIN IS LOCATED APPROXIMATELY 6.1 MILES SSW OF WAKE FOREST AND EZ5013'2.9 MILES SSE OF FALLS. TO REACH STATION PROCEED FROM SR 2206 AND EZ5013'US 1 AT NEUSE CROSSROADS, GO NORTH ALONG US 1 FOR 0.4 MILES TO SR EZ5013'2043 AND STATION ON LEFT, IN YARD OF MALLINCKRODT. EZ5013' EZ5013'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ5013'MALLIN 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ5013'IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5013' EZ5013'MARK IS-- EZ5013'32.2 FEET W OF C/L OF US 1. EZ5013'150.0 FEET SE OF ALUMINUM REF. TAG ON PP. EZ5013'91.0 FEET NE OF ALUMINUM REF. TAG ON PP W/TRANSFORMER. EZ5013'150.2 FEET N OF STEEL LAMP POST (MEASURED HORIZONTALLY). EZ5013'108.7 FEET N OF ALUMINUM REF. TAG ON DEAD END SIGN. EZ5013'79.7 FEET NE OF TOP OF TELEPHONE CABLE MARKER. EZ5013 EZ5013 STATION RECOVERY (1980) EZ5013 EZ5013'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EZ5013'THE STATION WAS SEARCHED FOR BUT NOT FOUND. NEW LANES ADDED ALONG EZ5013'EAST OF HIGHWAY AND GRADING ON THIS SIDE MAY HAVE DESTROYED STATION. EZ5013 EZ5013 STATION RECOVERY (1984) EZ5013 EZ5013'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ5013'THE STATION NOT RECOVERED AT THIS DATE. EZ5013'THE STATION WAS SEARCHED FOR BUT NOT FOUND. PROBABLY DESTROYED BY EZ5013'GRADING, THE HIGHWAY HAS BEEN FOUR LANED AND REFERENCES PUT THE EZ5013'MARK IN THE DITCH. EZ5013' EZ5013'NCGS 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7391 *********************************************************************** AE7391 DESIGNATION - MANHOLE AE7391 PID - AE7391 AE7391 STATE/COUNTY- NC/WAKE AE7391 USGS QUAD - BAYLEAF (1987) AE7391 AE7391 *CURRENT SURVEY CONTROL AE7391 ___________________________________________________________________ AE7391* NAD 83(1986)- 35 54 07.06807(N) 078 40 47.24225(W) ADJUSTED AE7391* NAVD 88 - 145.7 (meters) 478. (feet) VERTCON AE7391 ___________________________________________________________________ AE7391 LAPLACE CORR- -6.89 (seconds) DEFLEC99 AE7391 GEOID HEIGHT- -32.43 (meters) GEOID03 AE7391 AE7391 HORZ ORDER - SECOND AE7391 AE7391.The North Carolina HARNS have been completed but, AE7391.due to contractual restrictions, coordinates for these stations AE7391.will NOT be published in the near future. In the interim, the AE7391.published coordinates in North Carolina will not be AE7391.consistent with the Continuously Operating Reference Stations AE7391.(CORS). The HARN coordinates for these stations are available AE7391.upon request. Contact Gary Thompson(919-733-3836). AE7391. AE7391.In addition, the published North Carolina positions AE7391.(NAD 83 (1986)) are NOT consistent with those determined in AE7391.adjacent state readjustments. The discontinuity between stations AE7391.located in North Carolina and those in adjacent states AE7391.which have been adjusted to the HARN may be as much as 5 AE7391.decimeters. This will result in a significant loss of accuracy AE7391.over lines crossing such state borders. AE7391 AE7391 AE7391.The horizontal coordinates were established by classical geodetic methods AE7391.and adjusted by the National Geodetic Survey in March 1998. AE7391 AE7391.The NAVD 88 height was computed by applying the VERTCON shift value to AE7391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7391 AE7391.The Laplace correction was computed from DEFLEC99 derived deflections. AE7391 AE7391.The geoid height was determined by GEOID03. AE7391 AE7391; North East Units Scale Factor Converg. AE7391;SPC NC - 238,769.949 638,506.395 MT 0.99993687 +0 11 05.3 AE7391;SPC NC - 783,364.41 2,094,833.06 sFT 0.99993687 +0 11 05.3 AE7391;UTM 17 - 3,975,561.792 709,391.596 MT 1.00014029 +1 21 39.8 AE7391 AE7391! - Elev Factor x Scale Factor = Combined Factor AE7391!SPC NC - 0.99998223 x 0.99993687 = 0.99991910 AE7391!UTM 17 - 0.99998223 x 1.00014029 = 1.00012252 AE7391 AE7391 SUPERSEDED SURVEY CONTROL AE7391 AE7391 NGVD 29 (03/10/98) 145.9 (m) 479. (f) VERT ANG AE7391 AE7391.Superseded values are not recommended for survey control. AE7391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7391.See file dsdata.txt to determine how the superseded data were derived. AE7391 AE7391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0939275562(NAD 83) AE7391_MARKER: DH = HORIZONTAL CONTROL DISK AE7391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7391_STAMPING: MANHOLE 1992 AE7391_MARK LOGO: NCGS AE7391_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7391+STABILITY: SURFACE MOTION AE7391 AE7391 HISTORY - Date Condition Report By AE7391 HISTORY - 1992 MONUMENTED NCGS AE7391 HISTORY - 20050101 MARK NOT FOUND GEOCAC AE7391 AE7391 STATION DESCRIPTION AE7391 AE7391'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1992 (EWB) AE7391'STATION IS LOCATED IN NORTHWEST RALEIGH. PROCEED ALONG NC 50 AE7391'(CREEDMOOR ROAD) FOR 3.9 MI (6.3 KM) NORTH FROM US 70 (GLENWOOD AE7391'AVENUE) TO STRICKLAND ROAD, THENCE EAST ALONG STRICKLAND ROAD FOR 0.1 AE7391'MI (0.2 KM) TO THE STATION, BETWEEN THE CURB AND A MANHOLE. MARK IS AE7391'FLUSH WITH GROUND AND 1-FOOT HIGHER THAN THE ROAD. LOCATED 23.5 FT AE7391'(7.2 M) NORTH-NORTHEAST OF THE CENTERLINE OF THE WEST BOUND LANES, 2.0 AE7391'FT (0.6 M) NORTH-NORTHEAST OF A CONCRETE CURB, 8.9 FT (2.7 M) AE7391'SOUTHEAST OF A MANHOLE COVER, 10.6 FT (3.2 M) WEST-SOUTHWEST OF A AE7391'WATER METER VALVE COVER--AND 22.0 FT (6.7 M) SOUTH OF A 14-INCH PINE, AE7391'125.1 FT (38.1 M) EAST-SOUTHEAST OF A BRACE POLE--BOTH WITH REFERENCE AE7391'TAGS. AE7391 AE7391 STATION RECOVERY (2005) AE7391 AE7391'RECOVERY NOTE BY GEOCACHING 2005 (PFF) AE7391'HIGHWAY CONSTRUCTION WIDENED INTERSECTION OF STRICKLAND ROAD AND AE7391'CREEDMORE ROAD. MARK WAS LOCATED WITHIN NEW CONSTRUCTION AREA. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1911 *********************************************************************** EZ1911 DESIGNATION - MARGO EZ1911 PID - EZ1911 EZ1911 STATE/COUNTY- NC/WAKE EZ1911 USGS QUAD - WAKE FOREST (1987) EZ1911 EZ1911 *CURRENT SURVEY CONTROL EZ1911 ___________________________________________________________________ EZ1911* NAD 83(1986)- 35 58 12.32300(N) 078 30 58.18208(W) ADJUSTED EZ1911* NAVD 88 - 121.001 (meters) 396.98 (feet) ADJUSTED EZ1911 ___________________________________________________________________ EZ1911 LAPLACE CORR- -7.10 (seconds) DEFLEC99 EZ1911 GEOID HEIGHT- -32.92 (meters) GEOID03 EZ1911 DYNAMIC HT - 120.899 (meters) 396.65 (feet) COMP EZ1911 MODELED GRAV- 979,783.4 (mgal) NAVD 88 EZ1911 EZ1911 HORZ ORDER - SECOND EZ1911 VERT ORDER - FIRST CLASS II EZ1911 EZ1911.The North Carolina HARNS have been completed but, EZ1911.due to contractual restrictions, coordinates for these stations EZ1911.will NOT be published in the near future. In the interim, the EZ1911.published coordinates in North Carolina will not be EZ1911.consistent with the Continuously Operating Reference Stations EZ1911.(CORS). The HARN coordinates for these stations are available EZ1911.upon request. Contact Gary Thompson(919-733-3836). EZ1911. EZ1911.In addition, the published North Carolina positions EZ1911.(NAD 83 (1986)) are NOT consistent with those determined in EZ1911.adjacent state readjustments. The discontinuity between stations EZ1911.located in North Carolina and those in adjacent states EZ1911.which have been adjusted to the HARN may be as much as 5 EZ1911.decimeters. This will result in a significant loss of accuracy EZ1911.over lines crossing such state borders. EZ1911 EZ1911 EZ1911.The horizontal coordinates were established by classical geodetic methods EZ1911.and adjusted by the National Geodetic Survey in July 1986. EZ1911 EZ1911.The orthometric height was determined by differential leveling EZ1911.and adjusted by the National Geodetic Survey in June 1991. EZ1911 EZ1911.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1911 EZ1911.The geoid height was determined by GEOID03. EZ1911 EZ1911.The dynamic height is computed by dividing the NAVD 88 EZ1911.geopotential number by the normal gravity value computed on the EZ1911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1911.degrees latitude (g = 980.6199 gals.). EZ1911 EZ1911.The modeled gravity was interpolated from observed gravity values. EZ1911 EZ1911; North East Units Scale Factor Converg. EZ1911;SPC NC - 246,388.406 653,240.025 MT 0.99995106 +0 16 45.3 EZ1911;SPC NC - 808,359.30 2,143,171.65 sFT 0.99995106 +0 16 45.3 EZ1911;UTM 17 - 3,983,483.460 723,968.880 MT 1.00021813 +1 27 34.3 EZ1911 EZ1911! - Elev Factor x Scale Factor = Combined Factor EZ1911!SPC NC - 0.99998618 x 0.99995106 = 0.99993724 EZ1911!UTM 17 - 0.99998618 x 1.00021813 = 1.00020430 EZ1911 EZ1911: Primary Azimuth Mark Grid Az EZ1911:SPC NC - MTR SHOP 039 18 03.9 EZ1911:UTM 17 - MTR SHOP 038 07 14.9 EZ1911 EZ1911|---------------------------------------------------------------------| EZ1911| PID Reference Object Distance Geod. Az | EZ1911| dddmmss.s | EZ1911| EZ5023 MTR SHOP APPROX. 0.7 KM 0393449.2 | EZ1911| EZ1913 JIMWIL 432.211 METERS 1981029.5 | EZ1911|---------------------------------------------------------------------| EZ1911 EZ1911 SUPERSEDED SURVEY CONTROL EZ1911 EZ1911 NAD 27 - 35 58 11.77941(N) 078 30 59.17961(W) AD( ) 2 EZ1911 NGVD 29 (03/05/92) 121.275 (m) 397.88 (f) ADJUSTED 1 2 EZ1911 EZ1911.Superseded values are not recommended for survey control. EZ1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1911.See file dsdata.txt to determine how the superseded data were derived. EZ1911 EZ1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2396983483(NAD 83) EZ1911_MARKER: DE = TRAVERSE STATION DISK EZ1911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1911_SP_SET: CONCRETE POST EZ1911_STAMPING: MARGO 1978 EZ1911_MARK LOGO: NCGS EZ1911_PROJECTION: RECESSED 8 CENTIMETERS EZ1911_MAGNETIC: N = NO MAGNETIC MATERIAL EZ1911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1911+STABILITY: SURFACE MOTION EZ1911_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ1911+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2004 EZ1911 EZ1911 HISTORY - Date Condition Report By EZ1911 HISTORY - 1978 MONUMENTED NCGS EZ1911 HISTORY - 1980 GOOD NCGS EZ1911 HISTORY - 20041128 GOOD USPSQD EZ1911 EZ1911 STATION DESCRIPTION EZ1911 EZ1911'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ1911'THE STATION IS LOCATED IN THE SOUTH EDGE OF WAKE FOREST. EZ1911' EZ1911'TO REACH THE STATION FROM THE SOUTHERNMOST INTERSECTION OF US 1A WITH EZ1911'NC 98 IN WAKE FOREST, PROCEED SOUTHERLY ALONG US 1A FOR 0.65 MILE TO EZ1911'STATION ON THE LEFT, ON 2 FOOT BANK AND ON PROLONGATION OF NORTH SIDE EZ1911'OF A BLUE ONE AND ONE-HALF STORY FRAME HOUSE AND 0.15 MILE NORTH OF T EZ1911'INTERSECTION WITH SR 2148 (WEST). NCGS EZ1911' EZ1911'STATION MARK IS A STANDARD DISK STAMPED---MARGO 1978---SET IN THE TOP EZ1911'OF A CONCRETE CYLINDER WHICH IS 3 INCHES BELOW THE GROUND SURFACE. EZ1911'THE MARK IS 28.7 FEET EAST OF CENTERLINE OF US 1A, 31.5 FEET WEST OF EZ1911'NORTHWEST CORNER OF THE HOUSE, 49.8 FEET NORTHWEST OF SOUTHWEST EZ1911'CORNER OF THE HOUSE, 52.1 FEET SOUTHWEST OF POWER POLE WITH REFERENCE EZ1911'TAG AND 65.1 FEET NORTH-NORTHEAST OF POWER POLE WITH TRANSFORMER, EZ1911'LIGHT AND REFERENCE TAG. EZ1911 EZ1911 STATION RECOVERY (1980) EZ1911 EZ1911'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ1911'IN WAKE FOREST. EZ1911'0.65 MILE SOUTH ALONG U.S. 1A FROM THE INTERSECTION WITH N.C. 98 EZ1911'IN WAKE FOREST, OR 0.15 MILE NORTH OF T INTERSECTION WITH SR 2148 EZ1911'(WEST), ON EAST SIDE OF HIGHWAY IN A YARD ON A TWO-FOOT EZ1911'BANK, AND ON PROLONGATION OF NORTH SIDE OF A BLUE ONE AND ONE-HALF EZ1911'STORY FRAME HOUSE 837, 28.7 FEET EAST OF CENTERLINE OF HIGHWAY, 31.5 EZ1911'FEET WEST OF NORTHWEST CORNER OF HOUSE, 49.8 FEET NORTHWEST OF EZ1911'SOUTHWEST CORNER OF HOUSE, 52.1 FEET SOUTHWEST OF POWER POLE EZ1911'WITH REFERENCE TAG AND 65.1 FEET NORTHEAST OF POWER POLE WITH EZ1911'TRANSFORMER WITH REFERENCE TAG. EZ1911'THE MARK IS 2 FT ABOVE HIGHWAY. EZ1911 EZ1911 STATION RECOVERY (2004) EZ1911 EZ1911'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ1911'RECOVERED AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7319 *********************************************************************** AE7319 DESIGNATION - MARIETTA AE7319 PID - AE7319 AE7319 STATE/COUNTY- NC/WAKE AE7319 USGS QUAD - RALEIGH WEST (1988) AE7319 AE7319 *CURRENT SURVEY CONTROL AE7319 ___________________________________________________________________ AE7319* NAD 83(1986)- 35 49 47.75699(N) 078 42 04.26150(W) ADJUSTED AE7319* NAVD 88 - 126.6 (meters) 415. (feet) VERTCON AE7319 ___________________________________________________________________ AE7319 LAPLACE CORR- -7.01 (seconds) DEFLEC99 AE7319 GEOID HEIGHT- -32.53 (meters) GEOID03 AE7319 AE7319 HORZ ORDER - SECOND AE7319 AE7319.The North Carolina HARNS have been completed but, AE7319.due to contractual restrictions, coordinates for these stations AE7319.will NOT be published in the near future. In the interim, the AE7319.published coordinates in North Carolina will not be AE7319.consistent with the Continuously Operating Reference Stations AE7319.(CORS). The HARN coordinates for these stations are available AE7319.upon request. Contact Gary Thompson(919-733-3836). AE7319. AE7319.In addition, the published North Carolina positions AE7319.(NAD 83 (1986)) are NOT consistent with those determined in AE7319.adjacent state readjustments. The discontinuity between stations AE7319.located in North Carolina and those in adjacent states AE7319.which have been adjusted to the HARN may be as much as 5 AE7319.decimeters. This will result in a significant loss of accuracy AE7319.over lines crossing such state borders. AE7319 AE7319 AE7319.The horizontal coordinates were established by classical geodetic methods AE7319.and adjusted by the National Geodetic Survey in March 1998. AE7319 AE7319.The NAVD 88 height was computed by applying the VERTCON shift value to AE7319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7319 AE7319.The Laplace correction was computed from DEFLEC99 derived deflections. AE7319 AE7319.The geoid height was determined by GEOID03. AE7319 AE7319; North East Units Scale Factor Converg. AE7319;SPC NC - 230,772.230 636,599.214 MT 0.99992340 +0 10 20.9 AE7319;SPC NC - 757,125.22 2,088,575.92 sFT 0.99992340 +0 10 20.9 AE7319;UTM 17 - 3,967,524.993 707,648.456 MT 1.00013134 +1 20 46.2 AE7319 AE7319! - Elev Factor x Scale Factor = Combined Factor AE7319!SPC NC - 0.99998523 x 0.99992340 = 0.99990863 AE7319!UTM 17 - 0.99998523 x 1.00013134 = 1.00011657 AE7319 AE7319 SUPERSEDED SURVEY CONTROL AE7319 AE7319 NGVD 29 (03/10/98) 126.9 (m) 416. (f) VERT ANG AE7319 AE7319.Superseded values are not recommended for survey control. AE7319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7319.See file dsdata.txt to determine how the superseded data were derived. AE7319 AE7319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0764867525(NAD 83) AE7319_MARKER: DH = HORIZONTAL CONTROL DISK AE7319_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. AE7319_SP_SET: CURB AE7319_STAMPING: MARIETTA 1986 AE7319_MARK LOGO: NCGS AE7319_MAGNETIC: N = NO MAGNETIC MATERIAL AE7319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AE7319 AE7319 HISTORY - Date Condition Report By AE7319 HISTORY - 1986 MONUMENTED NCGS AE7319 HISTORY - 20041220 MARK NOT FOUND GEOCAC AE7319 AE7319 STATION DESCRIPTION AE7319 AE7319'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7319'STATION IS LOCATED ABOUT 7.9 KM (4.90 MI) NORTHWEST OF CAPITOL SQUARE, AE7319'IN NORTHWEST RALEIGH. ALONG SR 3009 (EDWARDS MILL ROAD) FOR 2.4 KM AE7319'(1.50 MI) SOUTHWEST FROM THE US 70-NC 50 INTERSECTION, TO MARIETTA AE7319'COURT, IN THE NORTHEAST QUADRANT, SET IN THE CURB. MARK IS SET FLUSH AE7319'IN A DRILLED HOLE AND IS 1 FOOT (0.3 M) LOWER THAN THE ROAD. LOCATED AE7319'6.9 M (22.6 FT) SOUTHEAST OF THE CENTERLINE OF EDWARDS MILL ROAD, 11.5 AE7319'M (37.7 FT) NORTHEAST OF THE CENTERLINE OF MARIETTA COURT, 0.4 M (1.3 AE7319'FT) NORTHEAST OF THE NORTHEAST END OF A STEEL DRAIN COVER, 0.8 M (2.6 AE7319'FT) SOUTH OF THE NORTHEAST END OF A CULVERT AT THE END OF THE CURB, AE7319'AND 26.6 M (87.3 FT) WEST OF THE NORTHWEST CORNER OF A BRICK HOUSE. AE7319 AE7319 STATION RECOVERY (2004) AE7319 AE7319'RECOVERY NOTE BY GEOCACHING 2004 (PFF) AE7319'EDWARDS MILL ROAD HAS BEEN WIDENED FROM TWO LANES TO FIVE, WITH CURB, AE7319'GUTTER, AND SIDEWALKS. STATION APPEARS TO BE UNDER ASPHALT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5073 *********************************************************************** EZ5073 DESIGNATION - MARK EZ5073 PID - EZ5073 EZ5073 STATE/COUNTY- NC/WAKE EZ5073 USGS QUAD - RALEIGH EAST (1993) EZ5073 EZ5073 *CURRENT SURVEY CONTROL EZ5073 ___________________________________________________________________ EZ5073* NAD 83(1986)- 35 47 42.64130(N) 078 31 24.19574(W) ADJUSTED EZ5073* NAVD 88 - 86.8 (meters) 285. (feet) VERTCON EZ5073 ___________________________________________________________________ EZ5073 LAPLACE CORR- -6.96 (seconds) DEFLEC99 EZ5073 GEOID HEIGHT- -33.40 (meters) GEOID03 EZ5073 EZ5073 HORZ ORDER - SECOND EZ5073 EZ5073.The North Carolina HARNS have been completed but, EZ5073.due to contractual restrictions, coordinates for these stations EZ5073.will NOT be published in the near future. In the interim, the EZ5073.published coordinates in North Carolina will not be EZ5073.consistent with the Continuously Operating Reference Stations EZ5073.(CORS). The HARN coordinates for these stations are available EZ5073.upon request. Contact Gary Thompson(919-733-3836). EZ5073. EZ5073.In addition, the published North Carolina positions EZ5073.(NAD 83 (1986)) are NOT consistent with those determined in EZ5073.adjacent state readjustments. The discontinuity between stations EZ5073.located in North Carolina and those in adjacent states EZ5073.which have been adjusted to the HARN may be as much as 5 EZ5073.decimeters. This will result in a significant loss of accuracy EZ5073.over lines crossing such state borders. EZ5073 EZ5073 EZ5073.The horizontal coordinates were established by classical geodetic methods EZ5073.and adjusted by the National Geodetic Survey in July 1986. EZ5073 EZ5073.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5073 EZ5073.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5073 EZ5073.The geoid height was determined by GEOID03. EZ5073 EZ5073; North East Units Scale Factor Converg. EZ5073;SPC NC - 226,979.133 652,681.467 MT 0.99991747 +0 16 30.3 EZ5073;SPC NC - 744,680.71 2,141,339.11 sFT 0.99991747 +0 16 30.3 EZ5073;UTM 17 - 3,964,061.289 723,809.136 MT 1.00021728 +1 26 56.9 EZ5073 EZ5073! - Elev Factor x Scale Factor = Combined Factor EZ5073!SPC NC - 0.99999162 x 0.99991747 = 0.99990909 EZ5073!UTM 17 - 0.99999162 x 1.00021728 = 1.00020889 EZ5073 EZ5073: Primary Azimuth Mark Grid Az EZ5073:SPC NC - MAY 290 48 06.2 EZ5073:UTM 17 - MAY 289 37 39.6 EZ5073 EZ5073|---------------------------------------------------------------------| EZ5073| PID Reference Object Distance Geod. Az | EZ5073| dddmmss.s | EZ5073| EZ2503 DANIEL 440.003 METERS 0865515.9 | EZ5073| EZ2502 MAY 491.028 METERS 2910436.5 | EZ5073|---------------------------------------------------------------------| EZ5073 EZ5073 SUPERSEDED SURVEY CONTROL EZ5073 EZ5073 NAD 27 - 35 47 42.10690(N) 078 31 25.18328(W) AD( ) 2 EZ5073 NGVD 29 (07/19/86) 87.1 (m) 286. (f) VERT ANG EZ5073 EZ5073.Superseded values are not recommended for survey control. EZ5073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5073.See file dsdata.txt to determine how the superseded data were derived. EZ5073 EZ5073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2380964061(NAD 83) EZ5073_MARKER: DE = TRAVERSE STATION DISK EZ5073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5073_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5073_STAMPING: MARK 1965 EZ5073_MARK LOGO: NCGS EZ5073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5073+STABILITY: SURFACE MOTION EZ5073 EZ5073 HISTORY - Date Condition Report By EZ5073 HISTORY - 1965 MONUMENTED NCGS EZ5073 EZ5073 STATION DESCRIPTION EZ5073 EZ5073'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ5073'MARK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5073'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5073' EZ5073'MARK IS 6.6 MILES ENE OF RALEIGH AND 2.5 MILES W OF EZ5073'KNIGHTDALE. LOCATED 1.0 MILE NE ALONG U.S. 64 FROM BRIDGE EZ5073'OVER NEUSE RIVER. 0.3 MILES W OF SR 2516. 0.3 MILES E OF EZ5073'SR 2589. AND ON TOP OF DITCH BANK ON S SIDE OF U.S. 64. EZ5073' EZ5073'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5073'MARK 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5073'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5073' EZ5073'MARK IS EZ5073' EZ5073'58.8 FT S OF C/L OF E BOUND LANE EZ5073' EZ5073'47.3 FT S OF C/L OF E BOUND LANE EZ5073' EZ5073'8.6 FT N OF PP WITH ALUMINUM REF. TAG EZ5073' EZ5073'57.5 FT NW OF CHINABERRY TREE WITH ALUMINUM REF. TAG EZ5073' EZ5073'31.5 FT W OF CULVERT UNDER DRIVE EZ5073' EZ5073'27.6 FT S OF ROAD SIGN WITH ALUMINUM REF. TAG EZ5073' EZ5073'35.8 FT S OF YELLOW ARROW PAINTED ON E BOUND LANE EZ5073' EZ5073'5.7 FT N OF TELEPHONE BOX EZ5073' EZ5073'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5434 *********************************************************************** EZ5434 DESIGNATION - MARKET EZ5434 PID - EZ5434 EZ5434 STATE/COUNTY- NC/WAKE EZ5434 USGS QUAD - CARY (1993) EZ5434 EZ5434 *CURRENT SURVEY CONTROL EZ5434 ___________________________________________________________________ EZ5434* NAD 83(1986)- 35 49 22.96370(N) 078 52 26.33932(W) ADJUSTED EZ5434* NAVD 88 - 111.8 (meters) 367. (feet) VERTCON EZ5434 ___________________________________________________________________ EZ5434 LAPLACE CORR- -5.77 (seconds) DEFLEC99 EZ5434 GEOID HEIGHT- -31.87 (meters) GEOID03 EZ5434 EZ5434 HORZ ORDER - SECOND EZ5434 EZ5434.The North Carolina HARNS have been completed but, EZ5434.due to contractual restrictions, coordinates for these stations EZ5434.will NOT be published in the near future. In the interim, the EZ5434.published coordinates in North Carolina will not be EZ5434.consistent with the Continuously Operating Reference Stations EZ5434.(CORS). The HARN coordinates for these stations are available EZ5434.upon request. Contact Gary Thompson(919-733-3836). EZ5434. EZ5434.In addition, the published North Carolina positions EZ5434.(NAD 83 (1986)) are NOT consistent with those determined in EZ5434.adjacent state readjustments. The discontinuity between stations EZ5434.located in North Carolina and those in adjacent states EZ5434.which have been adjusted to the HARN may be as much as 5 EZ5434.decimeters. This will result in a significant loss of accuracy EZ5434.over lines crossing such state borders. EZ5434 EZ5434 EZ5434.The horizontal coordinates were established by classical geodetic methods EZ5434.and adjusted by the National Geodetic Survey in July 1986. EZ5434 EZ5434.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5434 EZ5434.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5434 EZ5434.The geoid height was determined by GEOID03. EZ5434 EZ5434; North East Units Scale Factor Converg. EZ5434;SPC NC - 229,974.728 620,987.804 MT 0.99992219 +0 04 21.8 EZ5434;SPC NC - 754,508.75 2,037,357.49 sFT 0.99992219 +0 04 21.8 EZ5434;UTM 17 - 3,966,407.929 692,053.995 MT 1.00005452 +1 14 40.9 EZ5434 EZ5434! - Elev Factor x Scale Factor = Combined Factor EZ5434!SPC NC - 0.99998745 x 0.99992219 = 0.99990964 EZ5434!UTM 17 - 0.99998745 x 1.00005452 = 1.00004197 EZ5434 EZ5434 SUPERSEDED SURVEY CONTROL EZ5434 EZ5434 NAD 27 - 35 49 22.43044(N) 078 52 27.32008(W) AD( ) 2 EZ5434 NGVD 29 (07/19/86) 112.1 (m) 368. (f) VERT ANG EZ5434 EZ5434.Superseded values are not recommended for survey control. EZ5434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5434.See file dsdata.txt to determine how the superseded data were derived. EZ5434 EZ5434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9205466408(NAD 83) EZ5434_MARKER: DE = TRAVERSE STATION DISK EZ5434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5434_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5434_STAMPING: MARKET 1961 EZ5434_MARK LOGO: NCGS EZ5434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5434+STABILITY: SURFACE MOTION EZ5434 EZ5434 HISTORY - Date Condition Report By EZ5434 HISTORY - 1961 MONUMENTED NCGS EZ5434 HISTORY - 1967 MARK NOT FOUND NCGS EZ5434 EZ5434 STATION DESCRIPTION EZ5434 EZ5434'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ5434'MARKET IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5434'IN THE VICINITY OF DURHAM, NORTH CAROLINA. EZ5434' EZ5434'MARKET IS IN THE SE QUADRANT OF THE INTERSECTION OF NC 55 AND SR EZ5434'1624. 18.5 FT EAST OF C/L OF NC 55 AND 57 FT S OF C/L OF SR 1624. EZ5434' EZ5434'STATION MARK IS A STANDARD N.C. A BRASS TRAVERSE DISK, STAMPED EZ5434'MARKET 1961, SET IN THE TOP OF CONCRETE CYLINDER, THE TOP OF EZ5434'WHICH IS 3 INCHES ABOVE THE SURFACE OF THE GROUND. EZ5434' EZ5434'MARK IS EZ5434' EZ5434'13.4 FT SW OF 3 LEAD NAILS IN 4X4 SIGN POST EZ5434' EZ5434'85.7 FT S OF 3 LEAD NAILS IN 4X4 STOP SIGN EZ5434' EZ5434'117.7 FT E OF PP AT GAS PUMPS OF AMERICAN GASOLINE STATION EZ5434 EZ5434 STATION RECOVERY (1967) EZ5434 EZ5434'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1967 EZ5434'NOTE--A SEARCH FOR THE STATION WAS MADE IN JANUARY 1967. NO EZ5434'TRACE OF THE STATION COULD BE FOUND. IT IS BELIEVED THE EZ5434'STATION WAS DESTROYED BY ROAD CONSTRUCTION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0873 *********************************************************************** EZ0873 DESIGNATION - MARSH EZ0873 PID - EZ0873 EZ0873 STATE/COUNTY- NC/WAKE EZ0873 USGS QUAD - BAYLEAF (1987) EZ0873 EZ0873 *CURRENT SURVEY CONTROL EZ0873 ___________________________________________________________________ EZ0873* NAD 83(1986)- 35 59 15.49351(N) 078 40 17.70134(W) ADJUSTED EZ0873* NAVD 88 - 117.797 (meters) 386.47 (feet) ADJUSTED EZ0873 ___________________________________________________________________ EZ0873 LAPLACE CORR- -7.19 (seconds) DEFLEC99 EZ0873 GEOID HEIGHT- -32.24 (meters) GEOID03 EZ0873 DYNAMIC HT - 117.698 (meters) 386.15 (feet) COMP EZ0873 MODELED GRAV- 979,796.8 (mgal) NAVD 88 EZ0873 EZ0873 HORZ ORDER - SECOND EZ0873 VERT ORDER - SECOND CLASS 0 EZ0873 EZ0873.The North Carolina HARNS have been completed but, EZ0873.due to contractual restrictions, coordinates for these stations EZ0873.will NOT be published in the near future. In the interim, the EZ0873.published coordinates in North Carolina will not be EZ0873.consistent with the Continuously Operating Reference Stations EZ0873.(CORS). The HARN coordinates for these stations are available EZ0873.upon request. Contact Gary Thompson(919-733-3836). EZ0873. EZ0873.In addition, the published North Carolina positions EZ0873.(NAD 83 (1986)) are NOT consistent with those determined in EZ0873.adjacent state readjustments. The discontinuity between stations EZ0873.located in North Carolina and those in adjacent states EZ0873.which have been adjusted to the HARN may be as much as 5 EZ0873.decimeters. This will result in a significant loss of accuracy EZ0873.over lines crossing such state borders. EZ0873 EZ0873 EZ0873.The horizontal coordinates were established by classical geodetic methods EZ0873.and adjusted by the National Geodetic Survey in July 1986. EZ0873 EZ0873.The orthometric height was determined by differential leveling EZ0873.and adjusted by the National Geodetic Survey in June 1991. EZ0873 EZ0873.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0873 EZ0873.The geoid height was determined by GEOID03. EZ0873 EZ0873.The dynamic height is computed by dividing the NAVD 88 EZ0873.geopotential number by the normal gravity value computed on the EZ0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0873.degrees latitude (g = 980.6199 gals.). EZ0873 EZ0873.The modeled gravity was interpolated from observed gravity values. EZ0873 EZ0873; North East Units Scale Factor Converg. EZ0873;SPC NC - 248,277.985 639,215.677 MT 0.99995495 +0 11 22.4 EZ0873;SPC NC - 814,558.69 2,097,160.10 sFT 0.99995495 +0 11 22.4 EZ0873;UTM 17 - 3,985,084.263 709,905.408 MT 1.00014294 +1 22 07.3 EZ0873 EZ0873! - Elev Factor x Scale Factor = Combined Factor EZ0873!SPC NC - 0.99998657 x 0.99995495 = 0.99994152 EZ0873!UTM 17 - 0.99998657 x 1.00014294 = 1.00012951 EZ0873 EZ0873: Primary Azimuth Mark Grid Az EZ0873:SPC NC - DUNN 105 49 09.5 EZ0873:UTM 17 - DUNN 104 38 24.6 EZ0873 EZ0873|---------------------------------------------------------------------| EZ0873| PID Reference Object Distance Geod. Az | EZ0873| dddmmss.s | EZ0873| EZ0872 DUNN APPROX. 0.9 KM 1060031.9 | EZ0873| EZ0874 FN 46 291.322 METERS 27033 | EZ0873|---------------------------------------------------------------------| EZ0873 EZ0873 SUPERSEDED SURVEY CONTROL EZ0873 EZ0873 NAD 27 - 35 59 14.96475(N) 078 40 18.68191(W) AD( ) 2 EZ0873 NGVD 29 (??/??/92) 118.033 (m) 387.25 (f) ADJ UNCH 2 0 EZ0873 EZ0873.Superseded values are not recommended for survey control. EZ0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0873.See file dsdata.txt to determine how the superseded data were derived. EZ0873 EZ0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0990585084(NAD 83) EZ0873_STAMPING: MARSH 1970 EZ0873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ0873 EZ0873 HISTORY - Date Condition Report By EZ0873 HISTORY - 1970 FIRST OBSERVED NCGS EZ0873 HISTORY - 1971 GOOD NCGS EZ0873 HISTORY - 1972 GOOD NCGS EZ0873 HISTORY - 19850101 SEE DESCRIPTION NCGS EZ0873 EZ0873 STATION DESCRIPTION EZ0873 EZ0873'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ0873'MARSH IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0873'VICINITY OF NORTHWEST WAKE COUNTY. EZ0873' EZ0873'MARSH IS LOCATED APPROXIMATELY 3.3 MILES NORTHWEST OF BAYLEAF AND EZ0873'6.4 MILES NNE OF LEESVILLE. TO REACH STATION PROCEED FROM EZ0873'INTERSECTION OF NC 98 AND NC 50, GO EAST ON NC 98 FOR 0.6 MILE TO EZ0873'INTERSECTION OF NC 98 AND SR 1908, CONTINUE EAST ON NC 98 FOR 0.2 EZ0873'MILE TO STATION ON LEFT, ON EAST SIDE OF LANE LEADING TO WHITE WOOD EZ0873'FRAME HOUSE, AND 0.75 MILE WEST OF INTERSECTION OF NC 98 AND SR EZ0873'1005 GOING SOUTH AND SR 1907 GOING NORTH. EZ0873' EZ0873'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ0873'MARSH 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ0873'IS 4 INCHES BELOW THE SURFACE OF THE GROUND. EZ0873' EZ0873'MARK IS-- EZ0873'28.8 FEET N OF C/L OF NC 98. EZ0873'160.3 FEET WNW OF ALUMINUM REF. TAG ON PP 186. EZ0873'12.4 FEET E OF C/L OF DIRT DRIVEWAY. EZ0873'7.8 FEET NE OF TOP OF E END OF 16 INCH CONCRETE CULVERT. EZ0873'24.5 FEET E OF TOP OF W END OF 16 INCH CONCRETE CULVERT. EZ0873'70.9 FEET N OF ALUMINUM REF. TAG ON PP. EZ0873'35.2 FEET SE OF TELEPHONE CABLE BOX NO. 8E. EZ0873 EZ0873 STATION RECOVERY (1971) EZ0873 EZ0873'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA) EZ0873'MARK WAS RECOVERED AS DESCRIBED. EZ0873 EZ0873 STATION RECOVERY (1972) EZ0873 EZ0873'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0873'3.3 MI NW FROM BAYLEAF. EZ0873'STATION IS 3.3 MILES NW OF BAYLEAF AND 6.4 MILES NNE OF LEESVILLE. EZ0873'FROM INTERSECTION OF NC 98 AND NC 50, GO E ON NC 98 FOR 0.6 MILE EZ0873'TO INTERSECTION OF NC 98 AND SR 1908, CONTINUE E ON NC 98 FOR EZ0873'0.2 MILE TO STATION ON LEFT, ON E SIDE OF LANE LEADING TO WHITE EZ0873'WOODEN FRAME HOUSE, AND 0.75 MILE W OF INTERSECTION OF NC 98 EZ0873'AND SR 1005 GOING S AND SR 1907 GOING N, 28.8 FT N OF C/L OF NC EZ0873'98, 160.3 FT WNW OF ALUM. REF. TAG ON PP 186, 12.4 FT E OF C/L OF EZ0873'DIRT DRIVEWAY, 70.9 FT N OF ALUM. REF. TAG ON PP AND 35.2 FT EZ0873'SE OF TELEPHONE CABLE BOX 8E. STATION IS 4 INCHES BELOW THE GROUND. EZ0873 EZ0873 STATION RECOVERY (1985) EZ0873 EZ0873'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0873'STATION WAS SEARCHED FOR BUT NOT FOUND. IF THE MARK STILL EXISTS, IT EZ0873'IS UNDER A FILL. NC 98 HAS BEEN WIDENED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2486 *********************************************************************** EZ2486 DESIGNATION - MARSHBURN EZ2486 PID - EZ2486 EZ2486 STATE/COUNTY- NC/WAKE EZ2486 USGS QUAD - RALEIGH WEST (1988) EZ2486 EZ2486 *CURRENT SURVEY CONTROL EZ2486 ___________________________________________________________________ EZ2486* NAD 83(1986)- 35 46 48.30635(N) 078 37 58.43022(W) ADJUSTED EZ2486* NAVD 88 - 102.869 (meters) 337.50 (feet) ADJUSTED EZ2486 ___________________________________________________________________ EZ2486 LAPLACE CORR- -7.50 (seconds) DEFLEC99 EZ2486 GEOID HEIGHT- -32.94 (meters) GEOID03 EZ2486 DYNAMIC HT - 102.780 (meters) 337.20 (feet) COMP EZ2486 MODELED GRAV- 979,768.2 (mgal) NAVD 88 EZ2486 EZ2486 HORZ ORDER - SECOND EZ2486 VERT ORDER - SECOND CLASS II EZ2486 EZ2486.The North Carolina HARNS have been completed but, EZ2486.due to contractual restrictions, coordinates for these stations EZ2486.will NOT be published in the near future. In the interim, the EZ2486.published coordinates in North Carolina will not be EZ2486.consistent with the Continuously Operating Reference Stations EZ2486.(CORS). The HARN coordinates for these stations are available EZ2486.upon request. Contact Gary Thompson(919-733-3836). EZ2486. EZ2486.In addition, the published North Carolina positions EZ2486.(NAD 83 (1986)) are NOT consistent with those determined in EZ2486.adjacent state readjustments. The discontinuity between stations EZ2486.located in North Carolina and those in adjacent states EZ2486.which have been adjusted to the HARN may be as much as 5 EZ2486.decimeters. This will result in a significant loss of accuracy EZ2486.over lines crossing such state borders. EZ2486 EZ2486 EZ2486.The horizontal coordinates were established by classical geodetic methods EZ2486.and adjusted by the National Geodetic Survey in July 1986. EZ2486 EZ2486.The orthometric height was determined by differential leveling EZ2486.and adjusted by the National Geodetic Survey in June 1991. EZ2486 EZ2486.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2486 EZ2486.The geoid height was determined by GEOID03. EZ2486 EZ2486.The dynamic height is computed by dividing the NAVD 88 EZ2486.geopotential number by the normal gravity value computed on the EZ2486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2486.degrees latitude (g = 980.6199 gals.). EZ2486 EZ2486.The modeled gravity was interpolated from observed gravity values. EZ2486 EZ2486; North East Units Scale Factor Converg. EZ2486;SPC NC - 225,262.571 642,789.310 MT 0.99991501 +0 12 42.8 EZ2486;SPC NC - 739,048.95 2,108,884.59 sFT 0.99991501 +0 12 42.8 EZ2486;UTM 17 - 3,962,141.997 713,951.501 MT 1.00016410 +1 23 04.2 EZ2486 EZ2486! - Elev Factor x Scale Factor = Combined Factor EZ2486!SPC NC - 0.99998902 x 0.99991501 = 0.99990403 EZ2486!UTM 17 - 0.99998902 x 1.00016410 = 1.00015312 EZ2486 EZ2486|---------------------------------------------------------------------| EZ2486| PID Reference Object Distance Geod. Az | EZ2486| dddmmss.s | EZ2486| EZ2487 HONEYCUTT 390.845 METERS 08846 | EZ2486| EZ0733 NEW BERN 314.609 METERS 27157 | EZ2486|---------------------------------------------------------------------| EZ2486 EZ2486 SUPERSEDED SURVEY CONTROL EZ2486 EZ2486 NAD 27 - 35 46 47.76402(N) 078 37 59.41793(W) AD( ) 2 EZ2486 NGVD 29 (??/??/92) 103.152 (m) 338.42 (f) ADJ UNCH 2 2 EZ2486 EZ2486.Superseded values are not recommended for survey control. EZ2486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2486.See file dsdata.txt to determine how the superseded data were derived. EZ2486 EZ2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1395262142(NAD 83) EZ2486_MARKER: DE = TRAVERSE STATION DISK EZ2486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2486_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2486_STAMPING: MARSHBURN 1967 EZ2486_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ2486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2486+STABILITY: SURFACE MOTION EZ2486 EZ2486 HISTORY - Date Condition Report By EZ2486 HISTORY - 1967 MONUMENTED NCGS EZ2486 HISTORY - 1976 GOOD NCGS EZ2486 HISTORY - 1983 GOOD USPSQD EZ2486 HISTORY - 1983 GOOD NCGS EZ2486 HISTORY - 1983 GOOD USPSQD EZ2486 HISTORY - 1988 GOOD USPSQD EZ2486 EZ2486 STATION DESCRIPTION EZ2486 EZ2486'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ2486'MARSHBURN IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ2486'ESTABLISHED IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ2486' EZ2486'MARSHBURN IS LOCATED APPROXIMATELY 0.3 MILE EAST OF EZ2486'CAPITOL SQUARE. TO REACH STATION PROCEED FROM CAPITOL SQUARE EZ2486'EAST ON NEW BERN AVE. FOR 0.3 MILE TO STATION ON THE SOUTH EZ2486'SIDE OF NEW BERN AVE. STATION IS APPROXIMATELY 200 FT SOUTHEAST EZ2486'OF GLAM-O-RAMA CLEANERS. 75 FT EAST OF INTERSECTION OF EZ2486'S. BLOODWORTH ST. AND NEW BERN AVE., AND BETWEEN THE CURB AND EZ2486'SIDEWALK. EZ2486' EZ2486'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2486'MARSHBURN 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ2486'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2486' EZ2486'MARK IS EZ2486' EZ2486'59.1 FT W OF TP WITH ALUMINUM REF. TAG EZ2486' EZ2486'68.3 FT E OF SIGNAL POLE WITH ALUMINUM REF. TAG EZ2486' EZ2486'68.7 FT NNE OF 6 INCH MAPLE WITH ALUMINUM REF. TAG EZ2486' EZ2486'1.0 FT N OF N EDGE OF SIDEWALK EZ2486' EZ2486'39.2 FT S OF C/L OF NEW BERN AVE. EZ2486' EZ2486'7.8 FT N OF N END OF CONCRETE STEPS EZ2486 EZ2486 STATION RECOVERY (1976) EZ2486 EZ2486'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2486'IN RALEIGH. EZ2486'STATION IS LOCATED 0.3 MILE EAST OF CAPITOL SQUARE, IN THE SOUTHEAST EZ2486'QUADRANT OF THE INTERSECTION OF NEW BERN AVE. AND BLOODWORTH ST., EZ2486'BETWEEN THE SIDEWALK AND CURB. 39.2 FT. S OF CENTERLINE OF NEW BERN EZ2486'AVE., 89.0 FT. E OF CENTERLINE BLOODWORTH, 1.0 FT. N OF NORTH EDGE OF EZ2486'SIDEWALK, 7.8 FT. N OF NORTH END OF CONCRETE STEPS TO CORNER HOUSE, EZ2486'53.7 FT. E OF BELL TELEPHONE MANHOLE COVER IN SIDEWALK AT CORNER, 67.5 EZ2486'FT. E OF POWER POLE WITH ALUMINUM REF. TAG AND 59.1 FT. W OF TELEPHONE EZ2486'POLE WITH ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER, FLUSH EZ2486'WITH THE SURFACE OF THE GROUND. EZ2486 EZ2486 STATION RECOVERY (1983) EZ2486 EZ2486'RECOVERY NOTE BY US POWER SQUADRON 1983 (JGS) EZ2486'MARSHBURN 1967 RECOVERED GOOD. EZ2486' EZ2486'THE TOP IS ABOUT 1 INCH ABOVE SURFACE OF THE GROUND AND IS LOCATED EZ2486'UNDER A BUS STOP BENCH. RECOMMEND STATION BE MOVED SINCE IT IS EZ2486'UNDER BENCH. THE GLAM-O-RAMA CLEANERS REFERENCE SHOULD BE ACME EZ2486'CLEANERS. THE 6 INCH MAPLE TREE WITH ALUMINUM REF. TAG IS NO EZ2486'LONGER THERE. THE REST OF THE REFERENCES ARE GOOD. EZ2486 EZ2486 STATION RECOVERY (1983) EZ2486 EZ2486'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG) EZ2486'THE STATION WAS RECOVERED AT THIS DATE. EZ2486'MARK WAS FOUND IN GOOD CONDITION AS DESCRIBED. EZ2486' EZ2486'THE STATION IS ALSO A BENCH MARK. EZ2486 EZ2486 STATION RECOVERY (1983) EZ2486 EZ2486'RECOVERY NOTE BY US POWER SQUADRON 1983 EZ2486'THE TOP IS ABOUT 1' ABOVE SURFACE OF THE GROUND AND IS LOCATED UNDER EZ2486'A BUS STOP BENCH. RECOMMEND STATION BE MOVED SINCE IT IS UNDER BENCH. EZ2486'THE GLAM-O-RAMA CLEANERS REFERENCE SHOULD BE CHANGED TO ACME EZ2486'CLEANERS. THE 6' MAPLE TREE WITH ALUMINUM REF. TAG IS NO LONGER EZ2486'THERE. THE REST OF THE REFERENCES ARE GOOD. EZ2486 EZ2486 STATION RECOVERY (1988) EZ2486 EZ2486'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EZ2486'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5131 *********************************************************************** EZ5131 DESIGNATION - MARTIN EZ5131 PID - EZ5131 EZ5131 STATE/COUNTY- NC/WAKE EZ5131 USGS QUAD - RALEIGH WEST (1988) EZ5131 EZ5131 *CURRENT SURVEY CONTROL EZ5131 ___________________________________________________________________ EZ5131* NAD 83(1986)- 35 46 37.18176(N) 078 38 11.64375(W) ADJUSTED EZ5131* NAVD 88 - 98.36 (+/-2cm) 322.7 (feet) VERTCON EZ5131 ___________________________________________________________________ EZ5131 LAPLACE CORR- -7.46 (seconds) DEFLEC99 EZ5131 GEOID HEIGHT- -32.93 (meters) GEOID03 EZ5131 EZ5131 HORZ ORDER - SECOND EZ5131 VERT ORDER - THIRD ? (See Below) EZ5131 EZ5131.The North Carolina HARNS have been completed but, EZ5131.due to contractual restrictions, coordinates for these stations EZ5131.will NOT be published in the near future. In the interim, the EZ5131.published coordinates in North Carolina will not be EZ5131.consistent with the Continuously Operating Reference Stations EZ5131.(CORS). The HARN coordinates for these stations are available EZ5131.upon request. Contact Gary Thompson(919-733-3836). EZ5131. EZ5131.In addition, the published North Carolina positions EZ5131.(NAD 83 (1986)) are NOT consistent with those determined in EZ5131.adjacent state readjustments. The discontinuity between stations EZ5131.located in North Carolina and those in adjacent states EZ5131.which have been adjusted to the HARN may be as much as 5 EZ5131.decimeters. This will result in a significant loss of accuracy EZ5131.over lines crossing such state borders. EZ5131 EZ5131 EZ5131.The horizontal coordinates were established by classical geodetic methods EZ5131.and adjusted by the National Geodetic Survey in July 1986. EZ5131 EZ5131.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5131.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5131.The vertical order pertains to the NGVD 29 superseded value. EZ5131 EZ5131.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5131 EZ5131.The geoid height was determined by GEOID03. EZ5131 EZ5131; North East Units Scale Factor Converg. EZ5131;SPC NC - 224,918.513 642,458.740 MT 0.99991451 +0 12 35.1 EZ5131;SPC NC - 737,920.15 2,107,800.05 sFT 0.99991451 +0 12 35.1 EZ5131;UTM 17 - 3,961,791.159 713,627.961 MT 1.00016239 +1 22 56.1 EZ5131 EZ5131! - Elev Factor x Scale Factor = Combined Factor EZ5131!SPC NC - 0.99998973 x 0.99991451 = 0.99990424 EZ5131!UTM 17 - 0.99998973 x 1.00016239 = 1.00015212 EZ5131 EZ5131|---------------------------------------------------------------------| EZ5131| PID Reference Object Distance Geod. Az | EZ5131| dddmmss.s | EZ5131| EZ0733 NEW BERN 354.004 METERS 00249 | EZ5131| EZ5126 INSURANCE 306.800 METERS 24619 | EZ5131|---------------------------------------------------------------------| EZ5131 EZ5131 SUPERSEDED SURVEY CONTROL EZ5131 EZ5131 NAD 27 - 35 46 36.63903(N) 078 38 12.63139(W) AD( ) 2 EZ5131 NGVD 29 (07/19/86) 98.64 (m) 323.6 (f) LEVELING 3 EZ5131 EZ5131.Superseded values are not recommended for survey control. EZ5131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5131.See file dsdata.txt to determine how the superseded data were derived. EZ5131 EZ5131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1362861791(NAD 83) EZ5131_MARKER: DE = TRAVERSE STATION DISK EZ5131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5131_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5131_STAMPING: MARTIN 1967 EZ5131_MARK LOGO: NCGS EZ5131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5131+STABILITY: SURFACE MOTION EZ5131 EZ5131 HISTORY - Date Condition Report By EZ5131 HISTORY - 1967 MONUMENTED NCGS EZ5131 HISTORY - 1968 MARK NOT FOUND NCGS EZ5131 HISTORY - 1983 GOOD USPSQD EZ5131 EZ5131 STATION DESCRIPTION EZ5131 EZ5131'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ5131'MARTIN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5131'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5131' EZ5131'MARTIN IS LOCATED APPROXIMATELY 0.2 MILES SSE OF CAPITOL EZ5131'SQUARE. TO REACH STATION PROCEED FROM CAPITOL SQUARE EAST ON EZ5131'NEW BERN AVE. 1 BLOCK TO BLOUNT ST., GO 0.1 MILE SOUTH ON EZ5131'S. BLOUNT ST. TO STATION ON EAST SIDE OF STREET. STATION EZ5131'IS IN THE NORTHEAST QUADRANT OF MARTIN AND S. WILMINGTON EZ5131'STREETS. BETWEEN CURB AND SIDEWALK ON EAST SIDE OF S. EZ5131'WILMINGTON ST. EZ5131' EZ5131'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5131'MARTIN 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ5131'OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ5131' EZ5131'MARK IS EZ5131' EZ5131'6.3 FT NE OF PP WITH SIGNAL BOX AND ALUMINUM REF. TAG EZ5131' EZ5131'38.5 FT SW OF 6 INCH WILLOW OAK WITH ALUMINUM REF. TAG EZ5131' EZ5131'13.0 FT NE OF FIRE HYDRANT EZ5131' EZ5131'9.2 FT S OF PARKING METER 33 EZ5131' EZ5131'3.5 FT E OF INSIDE OF CURB ON E SIDE OF S. BLOUNT ST. EZ5131' EZ5131'2.0 FT W OF W EDGE OF SIDEWALK ON E SIDE OF S. BLOUNT ST. EZ5131 EZ5131 STATION RECOVERY (1968) EZ5131 EZ5131'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1968 (WCF) EZ5131'DESTROYED EZ5131 EZ5131 STATION RECOVERY (1983) EZ5131 EZ5131'RECOVERY NOTE BY US POWER SQUADRON 1983 (JGS) EZ5131'MARTIN 1967 RECOVERED GOOD. EZ5131' EZ5131'THIS STATION WAS REPORTED DESTROYED IN 1968, HOWEVER BECAUSE OF EZ5131'MAJOR ERROR IN DESCRIPTION I BELIEVE WRONG LOCATION WAS CHECKED. EZ5131'STATION IS IN NE QUADRANT OF MARTIN AND S. BLOUNT STS., NOT MARTIN EZ5131'AND S WILMINGTON STS. SIDEWALK WIDENED OVER STA. LOCATION, HOWEVER EZ5131'ONE FOOT SQUARE PATCH IN SIDEWALK AT SPOT STA SHOULD BE. SIX EZ5131'INCH WILLOW OAK IS NOW 20 INCH AND ALUM. REF TAG GONE. PARKING EZ5131'METER REMOVED, NO. 233 PAINTED ON SIDEWALK WHERE METER WAS EZ5131'LOCATED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2666 *********************************************************************** EZ2666 DESIGNATION - MARTINE EZ2666 PID - EZ2666 EZ2666 STATE/COUNTY- NC/WAKE EZ2666 USGS QUAD - LAKE WHEELER (1993) EZ2666 EZ2666 *CURRENT SURVEY CONTROL EZ2666 ___________________________________________________________________ EZ2666* NAD 83(1986)- 35 40 49.04724(N) 078 38 27.20891(W) ADJUSTED EZ2666* NAVD 88 - 90.486 (meters) 296.87 (feet) ADJUSTED EZ2666 ___________________________________________________________________ EZ2666 LAPLACE CORR- -7.17 (seconds) DEFLEC99 EZ2666 GEOID HEIGHT- -33.10 (meters) GEOID03 EZ2666 DYNAMIC HT - 90.406 (meters) 296.61 (feet) COMP EZ2666 MODELED GRAV- 979,752.9 (mgal) NAVD 88 EZ2666 EZ2666 HORZ ORDER - SECOND EZ2666 VERT ORDER - SECOND CLASS I EZ2666 EZ2666.The North Carolina HARNS have been completed but, EZ2666.due to contractual restrictions, coordinates for these stations EZ2666.will NOT be published in the near future. In the interim, the EZ2666.published coordinates in North Carolina will not be EZ2666.consistent with the Continuously Operating Reference Stations EZ2666.(CORS). The HARN coordinates for these stations are available EZ2666.upon request. Contact Gary Thompson(919-733-3836). EZ2666. EZ2666.In addition, the published North Carolina positions EZ2666.(NAD 83 (1986)) are NOT consistent with those determined in EZ2666.adjacent state readjustments. The discontinuity between stations EZ2666.located in North Carolina and those in adjacent states EZ2666.which have been adjusted to the HARN may be as much as 5 EZ2666.decimeters. This will result in a significant loss of accuracy EZ2666.over lines crossing such state borders. EZ2666 EZ2666 EZ2666.The horizontal coordinates were established by classical geodetic methods EZ2666.and adjusted by the National Geodetic Survey in December 1990. EZ2666 EZ2666.The orthometric height was determined by differential leveling EZ2666.and adjusted by the National Geodetic Survey in June 1991. EZ2666 EZ2666.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2666 EZ2666.The geoid height was determined by GEOID03. EZ2666 EZ2666.The dynamic height is computed by dividing the NAVD 88 EZ2666.geopotential number by the normal gravity value computed on the EZ2666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2666.degrees latitude (g = 980.6199 gals.). EZ2666 EZ2666.The modeled gravity was interpolated from observed gravity values. EZ2666 EZ2666; North East Units Scale Factor Converg. EZ2666;SPC NC - 214,188.458 642,106.656 MT 0.99990048 +0 12 26.2 EZ2666;SPC NC - 702,716.63 2,106,644.92 sFT 0.99990048 +0 12 26.2 EZ2666;UTM 17 - 3,951,053.415 713,495.174 MT 1.00016170 +1 22 35.4 EZ2666 EZ2666! - Elev Factor x Scale Factor = Combined Factor EZ2666!SPC NC - 0.99999099 x 0.99990048 = 0.99989147 EZ2666!UTM 17 - 0.99999099 x 1.00016170 = 1.00015269 EZ2666 EZ2666 SUPERSEDED SURVEY CONTROL EZ2666 EZ2666 NGVD 29 (12/03/90) 90.73 (m) 297.7 (f) LEVELING 3 EZ2666 EZ2666.Superseded values are not recommended for survey control. EZ2666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2666.See file dsdata.txt to determine how the superseded data were derived. EZ2666 EZ2666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1349551053(NAD 83) EZ2666_MARKER: DE = TRAVERSE STATION DISK EZ2666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2666_SP_SET: CONCRETE POST EZ2666_STAMPING: MARTINE 1978 EZ2666_MARK LOGO: NCGS EZ2666_PROJECTION: RECESSED 3 CENTIMETERS EZ2666_MAGNETIC: N = NO MAGNETIC MATERIAL EZ2666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2666+STABILITY: SURFACE MOTION EZ2666_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ2666+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2005 EZ2666 EZ2666 HISTORY - Date Condition Report By EZ2666 HISTORY - 1978 MONUMENTED NCGS EZ2666 HISTORY - 1978 GOOD NCGS EZ2666 HISTORY - 20050530 GOOD USPSQD EZ2666 EZ2666 STATION DESCRIPTION EZ2666 EZ2666'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ2666'THE STATION IS LOCATED APPROXIMATELY 2.6 MILES SOUTHWEST OF GARNER. EZ2666' EZ2666'TO REACH THE STATION FROM THE Y INTERSECTION OF SR 2713 (VANDORA EZ2666'SPRINGS ROAD) WITH SR 2711 (BUFFALO ROAD), PROCEED SOUTHEAST ALONG EZ2666'SR 2711 FOR 0.65 MILE TO STATION ON THE LEFT IN EDGE OF YARD OF E. C. EZ2666'MARTINS BRICK RESIDENCE AND ABOUT 50 FEET NORTH OF DRIVE TO RESIDENCE, EZ2666'AND 0.8 MILE NORTHWEST OF SR 2711 BRIDGE OVER LAKE BENSON. EZ2666' EZ2666'STATION MARK IS A STANDARD DISK STAMPED---MARTINE 1978---SET IN THE EZ2666'TOP OF A CONCRETE CYLINDER WHICH IS 1 INCH BELOW THE GROUND SURFACE. EZ2666'THE MARK IS 27.3 FEET EAST-NORTHEAST OF CENTERLINE OF SR 2711, 11.0 EZ2666'FEET SOUTH OF POWER POLE WITH TRANSFORMER, TELEPHONE PEDESTAL AND EZ2666'REFERENCE TAG, 69.5 FEET WEST OF SERVICE POLE WITH REFERENCE TAG, 43.7 EZ2666'FEET NORTH-NORTHEAST OF NORTH END OF CULVERT UNDER DRIVE, 4.8 FEET EZ2666'SOUTHWEST OF SMALL SHRUB BUSH AND 49.1 FEET NORTHWEST OF 4 INCH OAK. EZ2666 EZ2666 STATION RECOVERY (1978) EZ2666 EZ2666'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EZ2666'2.6 MI SW FROM GARNER. EZ2666'TO REACH THE STATION FROM THE WYE INTERSECTION OF SR 2713 (VANDORA EZ2666'SPRINGS ROAD) WITH SR 2711 (BUFFALO ROAD), PROCEED SOUTHEAST ALONG EZ2666'SR 2711 FOR 0.65 MILE TO STATION ON LEFT IN EDGE OF YARD OF E.C. EZ2666'MARTINS BRICK RESIDENCE AND AAOUT 50 FEET NORTH OF DRIVE TO EZ2666'RESIDENCE, AND 0.8 MILE NORTHWEST OF SR 2711 BRIDGE OVER LAKE BENSON, EZ2666'27.3 FEET EAST-NORTHEAST OF CENTERLINE OF SR 2711, 11.0 FEET SOUTH EZ2666'OF POWER POLE WITH TRANSFORMER AND TELEPHONE PEDESTAL AND WITH EZ2666'REFERENCE TAG, 69.5 FEET WEST OF SERVICE POLE WITH REFERENCE TAG, EZ2666'43.7 FEET NORTH-NORTHEAST OF NORTH END OF CULVERT UNDER DRIVE, 4.8 EZ2666'FEET SOUTHWEST OF SMALL SHRUB BUSH, AND 49.1 FEET NORTHWEST OF 4 EZ2666'INCH OAK. EZ2666'THE MARK IS ABOVE LEVEL WITH ROAD. EZ2666 EZ2666 STATION RECOVERY (2005) EZ2666 EZ2666'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ2666'N 35 40.818 EZ2666'W 078 38.452 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1138 *********************************************************************** EZ1138 DESIGNATION - MASON EZ1138 PID - EZ1138 EZ1138 STATE/COUNTY- NC/WAKE EZ1138 USGS QUAD - APEX (1993) EZ1138 EZ1138 *CURRENT SURVEY CONTROL EZ1138 ___________________________________________________________________ EZ1138* NAD 83(1986)- 35 43 32.91074(N) 078 50 59.95853(W) ADJUSTED EZ1138* NAVD 88 - 146.495 (meters) 480.63 (feet) ADJUSTED EZ1138 ___________________________________________________________________ EZ1138 LAPLACE CORR- -5.04 (seconds) DEFLEC99 EZ1138 GEOID HEIGHT- -32.23 (meters) GEOID03 EZ1138 DYNAMIC HT - 146.368 (meters) 480.21 (feet) COMP EZ1138 MODELED GRAV- 979,763.5 (mgal) NAVD 88 EZ1138 EZ1138 HORZ ORDER - SECOND EZ1138 VERT ORDER - FIRST CLASS II EZ1138 EZ1138.The North Carolina HARNS have been completed but, EZ1138.due to contractual restrictions, coordinates for these stations EZ1138.will NOT be published in the near future. In the interim, the EZ1138.published coordinates in North Carolina will not be EZ1138.consistent with the Continuously Operating Reference Stations EZ1138.(CORS). The HARN coordinates for these stations are available EZ1138.upon request. Contact Gary Thompson(919-733-3836). EZ1138. EZ1138.In addition, the published North Carolina positions EZ1138.(NAD 83 (1986)) are NOT consistent with those determined in EZ1138.adjacent state readjustments. The discontinuity between stations EZ1138.located in North Carolina and those in adjacent states EZ1138.which have been adjusted to the HARN may be as much as 5 EZ1138.decimeters. This will result in a significant loss of accuracy EZ1138.over lines crossing such state borders. EZ1138 EZ1138 EZ1138.The horizontal coordinates were established by classical geodetic methods EZ1138.and adjusted by the National Geodetic Survey in July 1986. EZ1138 EZ1138.The orthometric height was determined by differential leveling EZ1138.and adjusted by the National Geodetic Survey in June 1991. EZ1138 EZ1138.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1138 EZ1138.The geoid height was determined by GEOID03. EZ1138 EZ1138.The dynamic height is computed by dividing the NAVD 88 EZ1138.geopotential number by the normal gravity value computed on the EZ1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1138.degrees latitude (g = 980.6199 gals.). EZ1138 EZ1138.The modeled gravity was interpolated from observed gravity values. EZ1138 EZ1138; North East Units Scale Factor Converg. EZ1138;SPC NC - 219,189.773 623,172.206 MT 0.99990673 +0 05 11.7 EZ1138;SPC NC - 719,125.11 2,044,524.15 sFT 0.99990673 +0 05 11.7 EZ1138;UTM 17 - 3,955,668.282 694,458.622 MT 1.00006599 +1 15 20.9 EZ1138 EZ1138! - Elev Factor x Scale Factor = Combined Factor EZ1138!SPC NC - 0.99998207 x 0.99990673 = 0.99988880 EZ1138!UTM 17 - 0.99998207 x 1.00006599 = 1.00004805 EZ1138 EZ1138: Primary Azimuth Mark Grid Az EZ1138:SPC NC - SALEM 291 04 10.5 EZ1138:UTM 17 - SALEM 289 54 01.3 EZ1138 EZ1138|---------------------------------------------------------------------| EZ1138| PID Reference Object Distance Geod. Az | EZ1138| dddmmss.s | EZ1138| EZ1137 TASTEE 359.576 METERS 11840 | EZ1138| EZ1139 SALEM 421.496 METERS 2910922.2 | EZ1138|---------------------------------------------------------------------| EZ1138 EZ1138 SUPERSEDED SURVEY CONTROL EZ1138 EZ1138 NAD 27 - 35 43 32.36490(N) 078 51 00.93137(W) AD( ) 2 EZ1138 NGVD 29 (??/??/92) 146.750 (m) 481.46 (f) ADJ UNCH 1 2 EZ1138 EZ1138.Superseded values are not recommended for survey control. EZ1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1138.See file dsdata.txt to determine how the superseded data were derived. EZ1138 EZ1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9445955668(NAD 83) EZ1138_MARKER: DE = TRAVERSE STATION DISK EZ1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1138_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1138_STAMPING: MASON 1967 EZ1138_MARK LOGO: NCGS EZ1138_PROJECTION: RECESSED 5 CENTIMETERS EZ1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1138+STABILITY: SURFACE MOTION EZ1138 EZ1138 HISTORY - Date Condition Report By EZ1138 HISTORY - 1967 MONUMENTED NCGS EZ1138 HISTORY - 1974 GOOD NCGS EZ1138 HISTORY - 1980 GOOD NCGS EZ1138 HISTORY - 1980 GOOD NCGS EZ1138 EZ1138 STATION DESCRIPTION EZ1138 EZ1138'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1138'MASON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1138'IN THE VICINITY OF APEX, NORTH CAROLINA. EZ1138' EZ1138'MASON IS LOCATED APPROXIMATELY 0.3 MILES SOUTHEAST OF THE EZ1138'CENTER OF APEX. TO REACH STATION PROCEED FROM THE EZ1138'INTERSECTION OF NC 55 AND U.S. 1, GO NORTHWEST ON NC 55 EZ1138'(E. WILLIAMS ST.) FOR 0.95 MILES TO MASON ST., AND STATION. WHICH EZ1138'IS IN THE NORTHWEST QUADRANT OF INTERSECTION BETWEEN EZ1138'STREET SIGN AND SIDEWALK. EZ1138' EZ1138'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1138'MASON 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1138'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ1138' EZ1138'MARK IS EZ1138' EZ1138'28.6 FT NE OF C/L OF NC 55 (E. WILLIAMS ST.) EZ1138' EZ1138'27.8 FT NW OF C/L OF MASON ST. EZ1138' EZ1138'51.3 FT WNW OF FIRE HYDRANT ON S SIDE OF MASON ST. EZ1138' EZ1138'3.9 FT E OF PP 9 WITH ALUMINUM REF. TAG ON NE SIDE OF NC 55 EZ1138' EZ1138'3.6 FT SW OF METAL STREET SIGN POST WITH E. WILLIAMS ST. EZ1138'AND MASON ST. SIGN EZ1138' EZ1138'5.1 FT W OF 4X4 POST WITH STOP SIGN ON N SIDE OF MASON EZ1138'ST. AND WITH ALUMINUM REF. TAG EZ1138' EZ1138'71.4 FT SW OF PP WITH STREET LIGHT ON N SIDE OF MASON ST., EZ1138'AND WITH ALUMINUM REF. TAG EZ1138 EZ1138 STATION RECOVERY (1974) EZ1138 EZ1138'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 EZ1138'IN APEX. EZ1138'TO REACH STATION FROM INTERSECTION OF NC 55 WITH SOUTH SALEM EZ1138'STREET (OLD U.S. 1) IN APEX, PROCEED SE ALONG NC 55 FOR 0.25 EZ1138'MILE TO MASON STREET, AND STATION ON LEFT IN NORTH QUADRANT OF EZ1138'INTERSECTION, 28.6 FT NE OF C/L NC 55 (WILLIAMS STREET), 29.4 FT EZ1138'NW OF C/L MASON STREET, 3.6 FT SW OF EAST WILLIAMS STREET - MASON EZ1138'STREET SIGN POST, 3.9 FT EAST OF PP 9 WITH ALUMINUM REF. TAG, EZ1138'51.3 FT WNW OF TOP OF FIRE HYDRANT ON SE SIDE OF MASON STREET, EZ1138'AND 71.4 FT SW OF PP WITH LAMP AND ALUMINUM REF. TAG. DISK IS EZ1138'SET IN TOP OF CONCRETE CYLINDER, FLUSH WITH THE GROUND. EZ1138 EZ1138 STATION RECOVERY (1980) EZ1138 EZ1138'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EZ1138'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ1138 EZ1138 STATION RECOVERY (1980) EZ1138 EZ1138'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ1138'0.95 MILE NORTHWEST ALONG N.C. 55 FROM BRIDGE OVER U.S. 1 EZ1138'SOUTHEAST OF APEX, AT INTERSECTION WITH MASON STREET, 28.6 FEET EZ1138'NORTHEAST OF CENTERLINE OF WILLIAMS STREET-N.C. 55-, 27.8 FEET EZ1138'NORTHWEST OF CENTERLINE OF MASON STREET, 51.3 FEET WEST-NORTHWEST EZ1138'OF FIRE HYDRANT, 3.9 FEET EAST OF POWER POLE WITH REFERENCE TAG, EZ1138'3.6 FEET SOUTHWEST OF METAL STREET SIGN POST, 5.1 FEET WEST EZ1138'OF STOP SIGN POST AND 71.4 FEET SOUTHWEST OF POWER POLE WITH EZ1138'REFERENCE TAG. EZ1138'THE MARK IS 1 FT ABOVE STREET. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6573 *********************************************************************** EZ6573 DESIGNATION - MASONIC EZ6573 PID - EZ6573 EZ6573 STATE/COUNTY- NC/WAKE EZ6573 USGS QUAD - RALEIGH WEST (1988) EZ6573 EZ6573 *CURRENT SURVEY CONTROL EZ6573 ___________________________________________________________________ EZ6573* NAD 83(1986)- 35 47 59.04039(N) 078 38 46.48660(W) ADJUSTED EZ6573* NAVD 88 - 83.5 (meters) 274. (feet) VERTCON EZ6573 ___________________________________________________________________ EZ6573 LAPLACE CORR- -7.39 (seconds) DEFLEC99 EZ6573 GEOID HEIGHT- -32.83 (meters) GEOID03 EZ6573 EZ6573 HORZ ORDER - SECOND EZ6573 EZ6573.The North Carolina HARNS have been completed but, EZ6573.due to contractual restrictions, coordinates for these stations EZ6573.will NOT be published in the near future. In the interim, the EZ6573.published coordinates in North Carolina will not be EZ6573.consistent with the Continuously Operating Reference Stations EZ6573.(CORS). The HARN coordinates for these stations are available EZ6573.upon request. Contact Gary Thompson(919-733-3836). EZ6573. EZ6573.In addition, the published North Carolina positions EZ6573.(NAD 83 (1986)) are NOT consistent with those determined in EZ6573.adjacent state readjustments. The discontinuity between stations EZ6573.located in North Carolina and those in adjacent states EZ6573.which have been adjusted to the HARN may be as much as 5 EZ6573.decimeters. This will result in a significant loss of accuracy EZ6573.over lines crossing such state borders. EZ6573 EZ6573 EZ6573.The horizontal coordinates were established by classical geodetic methods EZ6573.and adjusted by the National Geodetic Survey in December 1992. EZ6573 EZ6573.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6573 EZ6573.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6573 EZ6573.The geoid height was determined by GEOID03. EZ6573 EZ6573; North East Units Scale Factor Converg. EZ6573;SPC NC - 227,438.078 641,574.725 MT 0.99991822 +0 12 15.0 EZ6573;SPC NC - 746,186.43 2,104,899.74 sFT 0.99991822 +0 12 15.0 EZ6573;UTM 17 - 3,964,292.711 712,692.331 MT 1.00015747 +1 22 38.5 EZ6573 EZ6573! - Elev Factor x Scale Factor = Combined Factor EZ6573!SPC NC - 0.99999205 x 0.99991822 = 0.99991027 EZ6573!UTM 17 - 0.99999205 x 1.00015747 = 1.00014951 EZ6573 EZ6573 SUPERSEDED SURVEY CONTROL EZ6573 EZ6573 NGVD 29 (12/28/92) 83.8 (m) 275. (f) VERT ANG EZ6573 EZ6573.Superseded values are not recommended for survey control. EZ6573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6573.See file dsdata.txt to determine how the superseded data were derived. EZ6573 EZ6573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1269264293(NAD 83) EZ6573_MARKER: DE = TRAVERSE STATION DISK EZ6573_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN EZ6573+WITH SETTING: PAVEMENT EZ6573_MAGNETIC: N = NO MAGNETIC MATERIAL EZ6573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6573+STABILITY: SURFACE MOTION EZ6573 EZ6573 HISTORY - Date Condition Report By EZ6573 HISTORY - 1983 MONUMENTED NCGS EZ6573 EZ6573 STATION DESCRIPTION EZ6573 EZ6573'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG) EZ6573'THE STATION IS LOCATED ABOUT 2.2 KM (1.4 MI) EZ6573'NORTH-NORTHWEST OF THE STATE CAPITOL IN RALEIGH. EZ6573' EZ6573'TO REACH THE STATION FROM THE GLENWOOD AVENUE OVERPASS OF WADE EZ6573'AVENUE GO NORTH FOR 0.15 KM (0.1 MI) ON GLENWOOD AVENUE TO STATION EZ6573'IN SIDEWALK IN FRONT OF THE MASONIC TEMPLE. EZ6573' EZ6573'THE STATION IS A STANDARD NCGS DISK EZ6573'STAMPED---MASONIC 1983---, EZ6573'SET INTO A DRILLED HOLE, EZ6573'5.2 METERS (17 FT) WEST FROM THE CENTERLINE OF SOUTH BOUND LANES, EZ6573'9.14 METERS (30.0 FT) NORTH FROM A HISTORICAL MARKER POST, EZ6573'11.83 METERS (38.8 FT) SOUTH-SOUTHWEST FROM A POWER POLE WITH TWO EZ6573'TRANSFORMERS, LAMP, AND REFERENCE TAG, EZ6573'17.40 METERS (57.1 FT) NORTH FROM A MANHOLE COVER IN SIDEWALK AND EZ6573'23.35 METERS (76.6 FT) NORTH FROM THE NORTH STONE PILLAR OF EAST EZ6573'STONE WALL OF MASONIC TEMPLE. EZ6573' EZ6573'THE MARK IS 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1015 *********************************************************************** EZ1015 DESIGNATION - MATTIE EZ1015 PID - EZ1015 EZ1015 STATE/COUNTY- NC/WAKE EZ1015 USGS QUAD - LAKE WHEELER (1993) EZ1015 EZ1015 *CURRENT SURVEY CONTROL EZ1015 ___________________________________________________________________ EZ1015* NAD 83(1986)- 35 40 34.74876(N) 078 41 18.87063(W) ADJUSTED EZ1015* NAVD 88 - 121.281 (meters) 397.90 (feet) ADJUSTED EZ1015 ___________________________________________________________________ EZ1015 LAPLACE CORR- -6.25 (seconds) DEFLEC99 EZ1015 GEOID HEIGHT- -32.91 (meters) GEOID03 EZ1015 DYNAMIC HT - 121.175 (meters) 397.56 (feet) COMP EZ1015 MODELED GRAV- 979,756.5 (mgal) NAVD 88 EZ1015 EZ1015 HORZ ORDER - SECOND EZ1015 VERT ORDER - SECOND CLASS 0 EZ1015 EZ1015.The North Carolina HARNS have been completed but, EZ1015.due to contractual restrictions, coordinates for these stations EZ1015.will NOT be published in the near future. In the interim, the EZ1015.published coordinates in North Carolina will not be EZ1015.consistent with the Continuously Operating Reference Stations EZ1015.(CORS). The HARN coordinates for these stations are available EZ1015.upon request. Contact Gary Thompson(919-733-3836). EZ1015. EZ1015.In addition, the published North Carolina positions EZ1015.(NAD 83 (1986)) are NOT consistent with those determined in EZ1015.adjacent state readjustments. The discontinuity between stations EZ1015.located in North Carolina and those in adjacent states EZ1015.which have been adjusted to the HARN may be as much as 5 EZ1015.decimeters. This will result in a significant loss of accuracy EZ1015.over lines crossing such state borders. EZ1015 EZ1015 EZ1015.The horizontal coordinates were established by classical geodetic methods EZ1015.and adjusted by the National Geodetic Survey in July 1986. EZ1015 EZ1015.The orthometric height was determined by differential leveling EZ1015.and adjusted by the National Geodetic Survey in June 1991. EZ1015 EZ1015.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1015 EZ1015.The geoid height was determined by GEOID03. EZ1015 EZ1015.The dynamic height is computed by dividing the NAVD 88 EZ1015.geopotential number by the normal gravity value computed on the EZ1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1015.degrees latitude (g = 980.6199 gals.). EZ1015 EZ1015.The modeled gravity was interpolated from observed gravity values. EZ1015 EZ1015; North East Units Scale Factor Converg. EZ1015;SPC NC - 213,733.244 637,791.858 MT 0.99989997 +0 10 47.1 EZ1015;SPC NC - 701,223.15 2,092,488.79 sFT 0.99989997 +0 10 47.1 EZ1015;UTM 17 - 3,950,510.131 709,189.484 MT 1.00013928 +1 20 54.7 EZ1015 EZ1015! - Elev Factor x Scale Factor = Combined Factor EZ1015!SPC NC - 0.99998613 x 0.99989997 = 0.99988610 EZ1015!UTM 17 - 0.99998613 x 1.00013928 = 1.00012541 EZ1015 EZ1015: Primary Azimuth Mark Grid Az EZ1015:SPC NC - GENTRY 207 24 21.8 EZ1015:UTM 17 - GENTRY 206 14 14.2 EZ1015 EZ1015|---------------------------------------------------------------------| EZ1015| PID Reference Object Distance Geod. Az | EZ1015| dddmmss.s | EZ1015| EZ1014 ZELMA 315.636 METERS 03730 | EZ1015| EZ1016 GENTRY 452.042 METERS 2073508.9 | EZ1015|---------------------------------------------------------------------| EZ1015 EZ1015 SUPERSEDED SURVEY CONTROL EZ1015 EZ1015 NAD 27 - 35 40 34.19254(N) 078 41 19.84474(W) AD( ) 2 EZ1015 NGVD 29 (??/??/92) 121.547 (m) 398.78 (f) ADJ UNCH 2 0 EZ1015 EZ1015.Superseded values are not recommended for survey control. EZ1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1015.See file dsdata.txt to determine how the superseded data were derived. EZ1015 EZ1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0918950510(NAD 83) EZ1015_MARKER: DE = TRAVERSE STATION DISK EZ1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1015_STAMPING: MATTIE 1967 EZ1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1015+STABILITY: SURFACE MOTION EZ1015 EZ1015 HISTORY - Date Condition Report By EZ1015 HISTORY - 1967 MONUMENTED NCGS EZ1015 HISTORY - 1973 GOOD NCGS EZ1015 HISTORY - 1973 GOOD NCGS EZ1015 EZ1015 STATION DESCRIPTION EZ1015 EZ1015'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1015'MATTIE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1015'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ1015' EZ1015'MATTIE IS LOCATED APPROXIMATELY 7.7 MILES SOUTH OF RALEIGH. TO EZ1015'REACH STATION PROCEED FROM THE INTERSECTION OF SR 1010 AND EZ1015'U.S. 401. GO NORTH ON U.S. 401 FOR 1.1 MILE TO STATION, EZ1015'WHICH IS ON THE WEST BANK OF U.S. 401 SOUTH BOUND LANE, IN LINE EZ1015'BETWEEN INTERSECTION OF DRIVEWAY AND U.S. 401 AND CORNER FENCE EZ1015'POST, AND ABOUT 250 FT SOUTHEAST OF A TWO STORY WHITE FRAME EZ1015'HOUSE. EZ1015' EZ1015'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1015'MATTIE 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1015'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ1015' EZ1015'MARK IS EZ1015' EZ1015'42.4 FT WNW OF C/L OF U.S. 401 SOUTH BOUND LANE EZ1015' EZ1015'25.2 FT SW OF S END OF CULVERT UNDER DRIVEWAY TO MRS. MATTIE EZ1015'B. STEPHENS HOUSE EZ1015' EZ1015'68.8 FT SE OF TP WITH COIL BOXES AND ALUMINUM REF. TAG EZ1015' EZ1015'26.2 FT ESE OF 6 INCH MAPLE TREE WITH ALUMINUM REF. TAG EZ1015' EZ1015'9.2 FT NE OF FENCE CORNER POST WITH ALUMINUM REF. TAG EZ1015 EZ1015 STATION RECOVERY (1973) EZ1015 EZ1015'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1015'5.2 MI WSW FROM GARNER. EZ1015'MATTIE IS LOCATED 7.7 MILES SSW OF CAPITOL SQUARE IN RALEIGH. EZ1015'TO REACH STATION FROM THE INTERSECTION OF SOUTH BOUND LANES OF EZ1015'U.S. 401-U.S. 70 AND NC 50 (JUST SW OF TRYON HILLS SHOPPING EZ1015'CENTER), PROCEED SOUTHERLY ALONG U.S. 401 FOR 04.45 MILES TO A EZ1015'DRIVEWAY ON THE RIGHT LEADING TO A 2 STORY WHITE FRAME HOUSE EZ1015'(STEPHENSON RESIDENCE), AND STATION ON THE SOUTH SIDE OF DRIVEWAY, EZ1015'01.00 MILES NORTH OF SR 1010 (MC CULLERS CROSSROADS), 42.4 FT EZ1015'WNW OF C/L OF SOUTH BOUND LANE, 25.2 FT SW OF SOUTH END OF CULVERT EZ1015'UNDER DRIVEWAY, 09.2 FT NE OF CORNER FENCE POST WITH ALUMINUM REF. EZ1015'TAG, 68.8 FT SE OF TP WITH COIL BOX, TELEPHONE JUNCTION BOX, AND EZ1015'ALUMINUM REF. TAG, AND 85.0 FT SW OF SOUTH SIDE OF TELEPHONE EZ1015'JUNCTION BOX. DISK IS SET IN CONCRETE CYLINDER 1 INCH BELOW THE EZ1015'SURFACE OF THE GROUND. EZ1015 EZ1015 STATION RECOVERY (1973) EZ1015 EZ1015'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1015'IS LOCATED 7.7 MILES SSW OF CAPITOL SQUARE IN RALEIGH. TO REACH EZ1015'STATION FROM THE INTERSECTION OF SOUTH BOUND LANES OF US 401-US 70 AND EZ1015'NC 50 (JUST SW OF TRYON HILLS SHOPPING CENTER), PROCEED SOUTHERLY EZ1015'ALONG US 401 FOR 04.45 MILES TO A DRIVEWAY ON THE RIGHT LEADING TO A 2 EZ1015'STORY WHITE FRAME HOUSE (STEPHENSON RESIDENCE), AND STATION ON THE EZ1015'SOUTH SIDE OF DRIVEWAY, 01.00 MILES NORTH OF SR 1010 (MCCULLERS EZ1015'CROSSROADS). 42.4 FT. WNW OF C/L OF SOUTH BOUND LANE, 25.2 FT. SW OF EZ1015'SOUTH END OF CULVERT UNDER DRIVEWAY, 09.2 FT. NE OF CORNER FENCE POST EZ1015'WITH ALUMINUM REF. TAG, 68.8 FT. SE OF TP WITH COIL BOX, TELEPHONE EZ1015'JUNCTION BOX, AND ALUMINUM REF. TAG, AND 85.0 FT. SW OF SOUTH SIDE OF EZ1015'TELEPHONE JUNCTION BOX. DISK IS SET IN CONCRETE CYLINDER 1 INCH BELOW EZ1015'THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2502 *********************************************************************** EZ2502 DESIGNATION - MAY EZ2502 PID - EZ2502 EZ2502 STATE/COUNTY- NC/WAKE EZ2502 USGS QUAD - RALEIGH EAST (1993) EZ2502 EZ2502 *CURRENT SURVEY CONTROL EZ2502 ___________________________________________________________________ EZ2502* NAD 83(1986)- 35 47 48.37024(N) 078 31 42.44287(W) ADJUSTED EZ2502* NAVD 88 - 86.956 (meters) 285.29 (feet) ADJUSTED EZ2502 ___________________________________________________________________ EZ2502 LAPLACE CORR- -7.06 (seconds) DEFLEC99 EZ2502 GEOID HEIGHT- -33.38 (meters) GEOID03 EZ2502 DYNAMIC HT - 86.880 (meters) 285.04 (feet) COMP EZ2502 MODELED GRAV- 979,756.3 (mgal) NAVD 88 EZ2502 EZ2502 HORZ ORDER - SECOND EZ2502 VERT ORDER - SECOND CLASS II EZ2502 EZ2502.The North Carolina HARNS have been completed but, EZ2502.due to contractual restrictions, coordinates for these stations EZ2502.will NOT be published in the near future. In the interim, the EZ2502.published coordinates in North Carolina will not be EZ2502.consistent with the Continuously Operating Reference Stations EZ2502.(CORS). The HARN coordinates for these stations are available EZ2502.upon request. Contact Gary Thompson(919-733-3836). EZ2502. EZ2502.In addition, the published North Carolina positions EZ2502.(NAD 83 (1986)) are NOT consistent with those determined in EZ2502.adjacent state readjustments. The discontinuity between stations EZ2502.located in North Carolina and those in adjacent states EZ2502.which have been adjusted to the HARN may be as much as 5 EZ2502.decimeters. This will result in a significant loss of accuracy EZ2502.over lines crossing such state borders. EZ2502 EZ2502 EZ2502.The horizontal coordinates were established by classical geodetic methods EZ2502.and adjusted by the National Geodetic Survey in July 1986. EZ2502 EZ2502.The orthometric height was determined by differential leveling EZ2502.and adjusted by the National Geodetic Survey in June 1991. EZ2502 EZ2502.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2502 EZ2502.The geoid height was determined by GEOID03. EZ2502 EZ2502.The dynamic height is computed by dividing the NAVD 88 EZ2502.geopotential number by the normal gravity value computed on the EZ2502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2502.degrees latitude (g = 980.6199 gals.). EZ2502 EZ2502.The modeled gravity was interpolated from observed gravity values. EZ2502 EZ2502; North East Units Scale Factor Converg. EZ2502;SPC NC - 227,153.500 652,222.485 MT 0.99991773 +0 16 19.8 EZ2502;SPC NC - 745,252.77 2,139,833.27 sFT 0.99991773 +0 16 19.8 EZ2502;UTM 17 - 3,964,226.264 723,346.540 MT 1.00021473 +1 26 46.4 EZ2502 EZ2502! - Elev Factor x Scale Factor = Combined Factor EZ2502!SPC NC - 0.99999159 x 0.99991773 = 0.99990932 EZ2502!UTM 17 - 0.99999159 x 1.00021473 = 1.00020632 EZ2502 EZ2502: Primary Azimuth Mark Grid Az EZ2502:SPC NC - WELL 261 29 30.2 EZ2502:UTM 17 - WELL 260 19 03.6 EZ2502 EZ2502|---------------------------------------------------------------------| EZ2502| PID Reference Object Distance Geod. Az | EZ2502| dddmmss.s | EZ2502| EZ5073 MARK 491.028 METERS 1110425.8 | EZ2502| EZ2501 WELL APPROX. 0.6 KM 2614550.0 | EZ2502|---------------------------------------------------------------------| EZ2502 EZ2502 SUPERSEDED SURVEY CONTROL EZ2502 EZ2502 NAD 27 - 35 47 47.83617(N) 078 31 43.42989(W) AD( ) 2 EZ2502 NGVD 29 (??/??/92) 87.234 (m) 286.20 (f) ADJ UNCH 2 2 EZ2502 EZ2502.Superseded values are not recommended for survey control. EZ2502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2502.See file dsdata.txt to determine how the superseded data were derived. EZ2502 EZ2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2334764226(NAD 83) EZ2502_MARKER: DE = TRAVERSE STATION DISK EZ2502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2502_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2502_STAMPING: MAY 1965 EZ2502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2502+STABILITY: SURFACE MOTION EZ2502 EZ2502 HISTORY - Date Condition Report By EZ2502 HISTORY - 1965 MONUMENTED NCGS EZ2502 HISTORY - 1976 GOOD NCGS EZ2502 EZ2502 STATION DESCRIPTION EZ2502 EZ2502'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ2502'MAY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2502'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ2502' EZ2502'MAY IS 6.3 MILES ENE OF RALEIGH AND 2.8 MILES W OF EZ2502'KNIGHTDALE. LOCATED 0.7 MILES NE ALONG U.S. 64 FROM BRIDGE EZ2502'OVER NEUSE RIVER. 0.6 MILES W OF SR 2516. AT THE EZ2502'INTERSECTION OF SR 2589 AND U.S. 64. ON N SIDE OF U.S. 64 EZ2502'ACCESS ROAD AND AT MAY-MAK PLANT FARM. EZ2502' EZ2502'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2502'MAY 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ2502'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2502' EZ2502'MARK IS EZ2502' EZ2502'39.7 FT N OF C/L OF SR 2589 EZ2502' EZ2502'28.0 FT N OF YELLOW ARROW PAINTED ON SR 2589 EZ2502' EZ2502'14.6 FT N OF PP WITH ALUMINUM REF. TAG EZ2502' EZ2502'66.4 FT SW OF TP 299 WITH ALUMINUM REF. TAG EZ2502' EZ2502'54.6 FT W OF STREET MARKER EZ2502' EZ2502'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ2502 EZ2502 STATION RECOVERY (1976) EZ2502 EZ2502'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2502'2.8 MI W FROM KNIGHTDALE. EZ2502'TO REACH STATION FROM THE US 64 BRIDGE OVER THE NEUSE RIVER, PROCEED EZ2502'EAST ALONG US 64 FOR 0.7 MILE TO SR 2589 CROSSOVER AND STATION AT EZ2502'CROSSOVER OF SR 2589 (S) INTO GREEN PINES SUBDIVISION. 40.2 FT. N OF EZ2502'CENTERLINE OF SR 2589 WHICH PARALLELS US 64 ON NORTH SIDE, 12.9 FT. N EZ2502'OF POWER POLE WITH ALUMINUM REF. TAG AND TWO TRANSFORMERS, 66.4 FT. SW EZ2502'OF TP NO. 299 WITH ALUMINUM REF. TAG, 54.3 FT. W OF STREET MARKER AND EZ2502'18.6 FT. W OF NORTH END OF AN OLD HEADWALL. DISK IS SET IN CONCRETE EZ2502'CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2514 *********************************************************************** EZ2514 DESIGNATION - MAY EZ2514 PID - EZ2514 EZ2514 STATE/COUNTY- NC/WAKE EZ2514 USGS QUAD - RALEIGH EAST (1993) EZ2514 EZ2514 *CURRENT SURVEY CONTROL EZ2514 ___________________________________________________________________ EZ2514* NAD 83(1986)- 35 52 19.08979(N) 078 32 38.99597(W) ADJUSTED EZ2514* NAVD 88 - 78.503 (meters) 257.56 (feet) ADJUSTED EZ2514 ___________________________________________________________________ EZ2514 LAPLACE CORR- -7.85 (seconds) DEFLEC99 EZ2514 GEOID HEIGHT- -33.10 (meters) GEOID03 EZ2514 DYNAMIC HT - 78.436 (meters) 257.34 (feet) COMP EZ2514 MODELED GRAV- 979,770.5 (mgal) NAVD 88 EZ2514 EZ2514 HORZ ORDER - SECOND EZ2514 VERT ORDER - SECOND CLASS II EZ2514 EZ2514.The North Carolina HARNS have been completed but, EZ2514.due to contractual restrictions, coordinates for these stations EZ2514.will NOT be published in the near future. In the interim, the EZ2514.published coordinates in North Carolina will not be EZ2514.consistent with the Continuously Operating Reference Stations EZ2514.(CORS). The HARN coordinates for these stations are available EZ2514.upon request. Contact Gary Thompson(919-733-3836). EZ2514. EZ2514.In addition, the published North Carolina positions EZ2514.(NAD 83 (1986)) are NOT consistent with those determined in EZ2514.adjacent state readjustments. The discontinuity between stations EZ2514.located in North Carolina and those in adjacent states EZ2514.which have been adjusted to the HARN may be as much as 5 EZ2514.decimeters. This will result in a significant loss of accuracy EZ2514.over lines crossing such state borders. EZ2514 EZ2514 EZ2514.The horizontal coordinates were established by classical geodetic methods EZ2514.and adjusted by the National Geodetic Survey in July 1986. EZ2514 EZ2514.The orthometric height was determined by differential leveling EZ2514.and adjusted by the National Geodetic Survey in June 1991. EZ2514 EZ2514.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2514 EZ2514.The geoid height was determined by GEOID03. EZ2514 EZ2514.The dynamic height is computed by dividing the NAVD 88 EZ2514.geopotential number by the normal gravity value computed on the EZ2514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2514.degrees latitude (g = 980.6199 gals.). EZ2514 EZ2514.The modeled gravity was interpolated from observed gravity values. EZ2514 EZ2514; North East Units Scale Factor Converg. EZ2514;SPC NC - 235,490.020 650,764.282 MT 0.99993106 +0 15 47.1 EZ2514;SPC NC - 772,603.51 2,135,049.15 sFT 0.99993106 +0 15 47.1 EZ2514;UTM 17 - 3,972,533.495 721,717.182 MT 1.00020578 +1 26 22.7 EZ2514 EZ2514! - Elev Factor x Scale Factor = Combined Factor EZ2514!SPC NC - 0.99999287 x 0.99993106 = 0.99992394 EZ2514!UTM 17 - 0.99999287 x 1.00020578 = 1.00019865 EZ2514 EZ2514: Primary Azimuth Mark Grid Az EZ2514:SPC NC - MOLLIE 195 36 26.1 EZ2514:UTM 17 - MOLLIE 194 25 50.5 EZ2514 EZ2514|---------------------------------------------------------------------| EZ2514| PID Reference Object Distance Geod. Az | EZ2514| dddmmss.s | EZ2514| EZ2513 ESTHER 287.512 METERS 03703 | EZ2514| EZ2515 MOLLIE 442.399 METERS 1955213.2 | EZ2514|---------------------------------------------------------------------| EZ2514 EZ2514 SUPERSEDED SURVEY CONTROL EZ2514 EZ2514 NAD 27 - 35 52 18.55235(N) 078 32 39.98547(W) AD( ) 2 EZ2514 NGVD 29 (??/??/92) 78.781 (m) 258.47 (f) ADJ UNCH 2 2 EZ2514 EZ2514.Superseded values are not recommended for survey control. EZ2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2514.See file dsdata.txt to determine how the superseded data were derived. EZ2514 EZ2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2171772533(NAD 83) EZ2514_MARKER: DE = TRAVERSE STATION DISK EZ2514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2514_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2514_STAMPING: MAY 1976 EZ2514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2514+STABILITY: SURFACE MOTION EZ2514 EZ2514 HISTORY - Date Condition Report By EZ2514 HISTORY - 1976 MONUMENTED NCGS EZ2514 HISTORY - 1976 GOOD NCGS EZ2514 EZ2514 STATION DESCRIPTION EZ2514 EZ2514'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2514'MAY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ2514'THE VICINITY OF ROLESVILLE, NORTH CAROLINA. EZ2514' EZ2514'MAY IS LOCATED APPROXIMATELY 6.0 MILES SOUTHWEST OF ROLESVILLE EZ2514'AND 8.2 MILES NORTHEAST OF RALEIGH. TO REACH STATION FROM THE EZ2514'U.S. 401 UNDERPASS OF U.S. 1 NORTHBOUND LANE IN NORTHEAST SECTION EZ2514'OF RALEIGH, PROCEED NORTHEAST ALONG U.S. 401 FOR 3.1 MILES TO EZ2514'STATION ON LEFT, APPROXIMATELY MIDWAY OF A CLEARED FIELD AND 0.3 EZ2514'MILE NORTHEAST OF T INTERSECTION WITH SR 2042 (NW). EZ2514' EZ2514'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2514'MAY 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ2514'IS 4 INCHES BELOW THE SURFACE OF THE GROUND AND 3 FEET LOWER THAN EZ2514'ROAD SURFACE. EZ2514' EZ2514'MARK IS 32.0 FT NW OF C/L OF U.S. 401 EZ2514' EZ2514'4.0 FT NNE OF METAL WITNESS POST WITH SIGN EZ2514' EZ2514'157.9 FT SW OF 4 X 4 U.S. 401 SIGN POST (ON SOUTHEAST SIDE OF EZ2514'HIGHWAY) WITH ALUMINUM REF. TAG EZ2514' EZ2514'85.3 FT NNW OF 10 INCH PINE WITH ALUMINUM REF. TAG EZ2514' EZ2514'80.4 FT W OF 8 INCH PINE WITH ALUMINUM REF. TAG EZ2514' EZ2514'98.4 FT N OF 6 INCH SWEETGUM WITH ALUMINUM REF. TAG EZ2514 EZ2514 STATION RECOVERY (1976) EZ2514 EZ2514'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2514'6.0 MI SW FROM ROLESVILLE. EZ2514'TO REACH STATION FROM THE US 401 UNDERPASS OF US 1 NORTHBOUND LANE IN EZ2514'NORTHEAST SECTION OF RALEIGH, PROCEED NORTHEAST ALONG US 401 FOR 3.1 EZ2514'MILES TO STATION ON LEFT, APPROXIMATELY MIDWAY OF A CLEARED FIELD, AND EZ2514'0.3 MILE NORTHEAST OF T INTERSECTION WITH SR 2042 (NW). 32.0 FT. NW EZ2514'OF C/L OF US 401, 4.0 FT. NNE OF METAL WITNESS POST WITH SIGN, 157.9 EZ2514'FT. SW OF 4X4 US 401 SIGN POST WITH ALUMINUM REF. TAG ON SE SIDE OF EZ2514'HIGHWAY, 85.3 FT. NNW OF 10 INCH PINE WITH ALUMINUM REF. TAG, 80.4 FT. EZ2514'W OF 8 INCH PINE WITH ALUMINUM REF. TAG, AND 98.4 FT. N OF 6 INCH EZ2514'SWEETGUM WITH ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER, 4 EZ2514'INCHES BELOW THE SURFACE OF THE GROUND AND 3 FEET LOWER THAN ROAD EZ2514'SURFACE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5132 *********************************************************************** EZ5132 DESIGNATION - MAYO EZ5132 PID - EZ5132 EZ5132 STATE/COUNTY- NC/WAKE EZ5132 USGS QUAD - RALEIGH WEST (1988) EZ5132 EZ5132 *CURRENT SURVEY CONTROL EZ5132 ___________________________________________________________________ EZ5132* NAD 83(1986)- 35 46 53.50611(N) 078 39 12.02063(W) ADJUSTED EZ5132* NAVD 88 - 115.64 (+/-2cm) 379.4 (feet) VERTCON EZ5132 ___________________________________________________________________ EZ5132 LAPLACE CORR- -7.33 (seconds) DEFLEC99 EZ5132 GEOID HEIGHT- -32.84 (meters) GEOID03 EZ5132 EZ5132 HORZ ORDER - SECOND EZ5132 VERT ORDER - THIRD ? (See Below) EZ5132 EZ5132.The North Carolina HARNS have been completed but, EZ5132.due to contractual restrictions, coordinates for these stations EZ5132.will NOT be published in the near future. In the interim, the EZ5132.published coordinates in North Carolina will not be EZ5132.consistent with the Continuously Operating Reference Stations EZ5132.(CORS). The HARN coordinates for these stations are available EZ5132.upon request. Contact Gary Thompson(919-733-3836). EZ5132. EZ5132.In addition, the published North Carolina positions EZ5132.(NAD 83 (1986)) are NOT consistent with those determined in EZ5132.adjacent state readjustments. The discontinuity between stations EZ5132.located in North Carolina and those in adjacent states EZ5132.which have been adjusted to the HARN may be as much as 5 EZ5132.decimeters. This will result in a significant loss of accuracy EZ5132.over lines crossing such state borders. EZ5132 EZ5132 EZ5132.The horizontal coordinates were established by classical geodetic methods EZ5132.and adjusted by the National Geodetic Survey in July 1986. EZ5132 EZ5132.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5132.The vertical order pertains to the NGVD 29 superseded value. EZ5132 EZ5132.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5132 EZ5132.The geoid height was determined by GEOID03. EZ5132 EZ5132; North East Units Scale Factor Converg. EZ5132;SPC NC - 225,416.174 640,940.710 MT 0.99991524 +0 12 00.3 EZ5132;SPC NC - 739,552.90 2,102,819.65 sFT 0.99991524 +0 12 00.3 EZ5132;UTM 17 - 3,962,257.766 712,099.693 MT 1.00015437 +1 22 21.3 EZ5132 EZ5132! - Elev Factor x Scale Factor = Combined Factor EZ5132!SPC NC - 0.99998701 x 0.99991524 = 0.99990225 EZ5132!UTM 17 - 0.99998701 x 1.00015437 = 1.00014137 EZ5132 EZ5132: Primary Azimuth Mark Grid Az EZ5132:SPC NC - VELVET 307 39 04.9 EZ5132:UTM 17 - VELVET 306 28 43.9 EZ5132 EZ5132|---------------------------------------------------------------------| EZ5132| PID Reference Object Distance Geod. Az | EZ5132| dddmmss.s | EZ5132| EZ5109 ALFRED 355.582 METERS 10100 | EZ5132| EZ5160 VELVET 465.008 METERS 3075105.2 | EZ5132|---------------------------------------------------------------------| EZ5132 EZ5132 SUPERSEDED SURVEY CONTROL EZ5132 EZ5132 NAD 27 - 35 46 52.96357(N) 078 39 13.00872(W) AD( ) 2 EZ5132 NGVD 29 (07/19/86) 115.91 (m) 380.3 (f) LEVELING 3 EZ5132 EZ5132.Superseded values are not recommended for survey control. EZ5132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5132.See file dsdata.txt to determine how the superseded data were derived. EZ5132 EZ5132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1210062258(NAD 83) EZ5132_MARKER: DE = TRAVERSE STATION DISK EZ5132_SETTING: 0 = UNSPECIFIED SETTING EZ5132_STAMPING: MAYO 1967 EZ5132_MARK LOGO: NCGS EZ5132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ5132 EZ5132 HISTORY - Date Condition Report By EZ5132 HISTORY - 1967 MONUMENTED NCGS EZ5132 HISTORY - 1984 GOOD USPSQD EZ5132 HISTORY - 1985 GOOD USPSQD EZ5132 HISTORY - 1988 GOOD USPSQD EZ5132 EZ5132 STATION DESCRIPTION EZ5132 EZ5132'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ5132'MAYO IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5132'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5132' EZ5132'MAYO IS LOCATED APPROXIMATELY 0.8 MILES WEST OF RALEIGH EZ5132'CAPITOL SQUARE. TO REACH STATION PROCEED FROM CAPITOL SQUARE EZ5132'WEST ON HILLSBOROUGH ST. FOR 0.8 MILE TO STATION ON THE SOUTH EZ5132'SIDE OF HILLSBOROUGH ST. STATION IS A DISK SET IN THE SIDEWALK EZ5132'IN FRONT OF CAMERON COURT APARTMENTS. EZ5132' EZ5132'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5132'MAYO 1967, SET IN THE SIDEWALK FLUSH WITH THE SURFACE OF THE EZ5132'SIDEWALK. EZ5132' EZ5132'MARK IS EZ5132' EZ5132'31.0 FT SW OF C/L OF HILLSBOROUGH ST. EZ5132' EZ5132'22.4 FT WNW OF BUS STOP SIGN EZ5132' EZ5132'38.0 FT SE OF TRAFFIC SIGNAL BRACE POLE WITH ALUMINUM REF. TAG EZ5132' EZ5132'50.5 FT SE OF FIRE HYDRANT EZ5132' EZ5132'72.5 FT SE OF C/L OF MAYO ST. EZ5132' EZ5132'95.0 FT NW OF 16 INCH OAK TREE WITH ALUMINUM REF. TAG EZ5132' EZ5132'32.8 FT NE OF NW CORNER OF CAMERON COURT APARTMENTS EZ5132 EZ5132 STATION RECOVERY (1984) EZ5132 EZ5132'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGS) EZ5132'MAYO 1967 RECOVERED GOOD. EZ5132' EZ5132'THE REFERENCES SHOULD BE REVISED AS FOLLOWS-- EZ5132' EZ5132'BUS STOP SIGN NO LONGER AT THIS LOCATION. EZ5132' EZ5132'16 INCH OAK TREE IS NOW 36 INCH OAK TREE AND ALUMINUM REFERENCE EZ5132'TAG NO LONGER ON TREE. EZ5132 EZ5132 STATION RECOVERY (1985) EZ5132 EZ5132'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) EZ5132'RECOVERED IN GOOD CONDITION. EZ5132 EZ5132 STATION RECOVERY (1988) EZ5132 EZ5132'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EZ5132'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5074 *********************************************************************** EZ5074 DESIGNATION - MAZE EZ5074 PID - EZ5074 EZ5074 STATE/COUNTY- NC/WAKE EZ5074 USGS QUAD - RALEIGH EAST (1993) EZ5074 EZ5074 *CURRENT SURVEY CONTROL EZ5074 ___________________________________________________________________ EZ5074* NAD 83(1986)- 35 50 27.22530(N) 078 30 22.44513(W) ADJUSTED EZ5074* NAVD 88 - 94.7 (meters) 311. (feet) VERTCON EZ5074 ___________________________________________________________________ EZ5074 LAPLACE CORR- -6.95 (seconds) DEFLEC99 EZ5074 GEOID HEIGHT- -33.36 (meters) GEOID03 EZ5074 EZ5074 HORZ ORDER - SECOND EZ5074 EZ5074.The North Carolina HARNS have been completed but, EZ5074.due to contractual restrictions, coordinates for these stations EZ5074.will NOT be published in the near future. In the interim, the EZ5074.published coordinates in North Carolina will not be EZ5074.consistent with the Continuously Operating Reference Stations EZ5074.(CORS). The HARN coordinates for these stations are available EZ5074.upon request. Contact Gary Thompson(919-733-3836). EZ5074. EZ5074.In addition, the published North Carolina positions EZ5074.(NAD 83 (1986)) are NOT consistent with those determined in EZ5074.adjacent state readjustments. The discontinuity between stations EZ5074.located in North Carolina and those in adjacent states EZ5074.which have been adjusted to the HARN may be as much as 5 EZ5074.decimeters. This will result in a significant loss of accuracy EZ5074.over lines crossing such state borders. EZ5074 EZ5074 EZ5074.The horizontal coordinates were established by classical geodetic methods EZ5074.and adjusted by the National Geodetic Survey in July 1986. EZ5074 EZ5074.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5074 EZ5074.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5074 EZ5074.The geoid height was determined by GEOID03. EZ5074 EZ5074; North East Units Scale Factor Converg. EZ5074;SPC NC - 232,058.894 654,206.654 MT 0.99992535 +0 17 06.0 EZ5074;SPC NC - 761,346.55 2,146,343.00 sFT 0.99992535 +0 17 06.0 EZ5074;UTM 17 - 3,969,172.789 725,230.268 MT 1.00022514 +1 27 38.9 EZ5074 EZ5074! - Elev Factor x Scale Factor = Combined Factor EZ5074!SPC NC - 0.99999037 x 0.99992535 = 0.99991572 EZ5074!UTM 17 - 0.99999037 x 1.00022514 = 1.00021551 EZ5074 EZ5074: Primary Azimuth Mark Grid Az EZ5074:SPC NC - WIGGINS 106 53 10.0 EZ5074:UTM 17 - WIGGINS 105 42 37.1 EZ5074 EZ5074|---------------------------------------------------------------------| EZ5074| PID Reference Object Distance Geod. Az | EZ5074| dddmmss.s | EZ5074| EZ4453 WIGGINS APPROX. 0.7 KM 1071016.0 | EZ5074|---------------------------------------------------------------------| EZ5074 EZ5074 SUPERSEDED SURVEY CONTROL EZ5074 EZ5074 NAD 27 - 35 50 26.68446(N) 078 30 23.43609(W) AD( ) 2 EZ5074 NGVD 29 (07/19/86) 95.0 (m) 312. (f) VERT ANG EZ5074 EZ5074.Superseded values are not recommended for survey control. EZ5074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5074.See file dsdata.txt to determine how the superseded data were derived. EZ5074 EZ5074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2523069173(NAD 83) EZ5074_MARKER: DE = TRAVERSE STATION DISK EZ5074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5074_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5074_STAMPING: MAZE 1965 EZ5074_MARK LOGO: NCGS EZ5074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5074+STABILITY: SURFACE MOTION EZ5074_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ5074+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2005 EZ5074 EZ5074 HISTORY - Date Condition Report By EZ5074 HISTORY - 1965 MONUMENTED NCGS EZ5074 HISTORY - 1985 GOOD USPSQD EZ5074 HISTORY - 20050418 GOOD USPSQD EZ5074 EZ5074 STATION DESCRIPTION EZ5074 EZ5074'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ5074'MAZE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ5074'THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5074' EZ5074'MAZE IS 8.5 MILES NE OF RALEIGH AND 3.8 MILES NW OF EZ5074'KNIGHTDALE. LOCATED 1.4 MILES ESE ALONG SR 2215 FROM BRIDGE OVER EZ5074'NEUSE RIVER. 0.3 MILES NW OF SR 2217. 0.5 MILES ESE OF SR EZ5074'2049. ON N SHOULDER OF SR 2215 AND IN CURVE OF ROAD. EZ5074' EZ5074'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ5074'MAZE 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5074'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EZ5074' EZ5074'MARK IS EZ5074' EZ5074'13.5 FT N OF C/L OF SR 2215 EZ5074' EZ5074'4.5 FT N OF YELLOW ARROW PAINTED ON SR 2215 EZ5074' EZ5074'10.8 FT NE OF YELLOW ARROW PAINTED ON SR 2215 EZ5074' EZ5074'10.5 FT NW OF YELLOW ARROW PAINTED ON SR 2215 EZ5074' EZ5074'13.5 FT N OF C/L OF SR 2215 EZ5074' EZ5074'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ5074 EZ5074 STATION RECOVERY (1985) EZ5074 EZ5074'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ5074'MAZE 1965 FOUND GOOD. EZ5074 EZ5074 STATION RECOVERY (2005) EZ5074 EZ5074'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ5074'N 35 50.454 EZ5074'W 078 30.373 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1145 *********************************************************************** EZ1145 DESIGNATION - MCCORMICK 2 EZ1145 PID - EZ1145 EZ1145 STATE/COUNTY- NC/WAKE EZ1145 USGS QUAD - APEX (1993) EZ1145 EZ1145 *CURRENT SURVEY CONTROL EZ1145 ___________________________________________________________________ EZ1145* NAD 83(1986)- 35 44 57.20257(N) 078 51 48.61013(W) ADJUSTED EZ1145* NAVD 88 - 127.680 (meters) 418.90 (feet) ADJUSTED EZ1145 ___________________________________________________________________ EZ1145 LAPLACE CORR- -5.26 (seconds) DEFLEC99 EZ1145 GEOID HEIGHT- -32.12 (meters) GEOID03 EZ1145 DYNAMIC HT - 127.570 (meters) 418.54 (feet) COMP EZ1145 MODELED GRAV- 979,766.7 (mgal) NAVD 88 EZ1145 EZ1145 HORZ ORDER - SECOND EZ1145 VERT ORDER - SECOND CLASS II EZ1145 EZ1145.The North Carolina HARNS have been completed but, EZ1145.due to contractual restrictions, coordinates for these stations EZ1145.will NOT be published in the near future. In the interim, the EZ1145.published coordinates in North Carolina will not be EZ1145.consistent with the Continuously Operating Reference Stations EZ1145.(CORS). The HARN coordinates for these stations are available EZ1145.upon request. Contact Gary Thompson(919-733-3836). EZ1145. EZ1145.In addition, the published North Carolina positions EZ1145.(NAD 83 (1986)) are NOT consistent with those determined in EZ1145.adjacent state readjustments. The discontinuity between stations EZ1145.located in North Carolina and those in adjacent states EZ1145.which have been adjusted to the HARN may be as much as 5 EZ1145.decimeters. This will result in a significant loss of accuracy EZ1145.over lines crossing such state borders. EZ1145 EZ1145 EZ1145.The horizontal coordinates were established by classical geodetic methods EZ1145.and adjusted by the National Geodetic Survey in July 1986. EZ1145 EZ1145.The orthometric height was determined by differential leveling EZ1145.and adjusted by the National Geodetic Survey in June 1991. EZ1145 EZ1145.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1145 EZ1145.The geoid height was determined by GEOID03. EZ1145 EZ1145.The dynamic height is computed by dividing the NAVD 88 EZ1145.geopotential number by the normal gravity value computed on the EZ1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1145.degrees latitude (g = 980.6199 gals.). EZ1145 EZ1145.The modeled gravity was interpolated from observed gravity values. EZ1145 EZ1145; North East Units Scale Factor Converg. EZ1145;SPC NC - 221,785.693 621,946.043 MT 0.99991019 +0 04 43.6 EZ1145;SPC NC - 727,641.89 2,040,501.31 sFT 0.99991019 +0 04 43.6 EZ1145;UTM 17 - 3,958,239.032 693,179.533 MT 1.00005988 +1 14 55.0 EZ1145 EZ1145! - Elev Factor x Scale Factor = Combined Factor EZ1145!SPC NC - 0.99998500 x 0.99991019 = 0.99989519 EZ1145!UTM 17 - 0.99998500 x 1.00005988 = 1.00004488 EZ1145 EZ1145: Primary Azimuth Mark Grid Az EZ1145:SPC NC - WK 31 264 15 04.9 EZ1145:UTM 17 - WK 31 263 04 53.5 EZ1145 EZ1145|---------------------------------------------------------------------| EZ1145| PID Reference Object Distance Geod. Az | EZ1145| dddmmss.s | EZ1145| EZ1134 WK 31 APPROX. 1.8 KM 2641948.5 | EZ1145|---------------------------------------------------------------------| EZ1145 EZ1145 SUPERSEDED SURVEY CONTROL EZ1145 EZ1145 NAD 27 - 35 44 56.65876(N) 078 51 49.58506(W) AD( ) 2 EZ1145 NGVD 29 (??/??/92) 127.933 (m) 419.73 (f) ADJ UNCH 2 2 EZ1145 EZ1145.Superseded values are not recommended for survey control. EZ1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1145.See file dsdata.txt to determine how the superseded data were derived. EZ1145 EZ1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9318058239(NAD 83) EZ1145_MARKER: DE = TRAVERSE STATION DISK EZ1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1145_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1145_STAMPING: 1967 MC CORMICK 2 EZ1145_MARK LOGO: NCGS EZ1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1145+STABILITY: SURFACE MOTION EZ1145 EZ1145 HISTORY - Date Condition Report By EZ1145 HISTORY - 1967 MONUMENTED NCGS EZ1145 HISTORY - 19740901 GOOD USPSQD EZ1145 HISTORY - 1975 GOOD NCGS EZ1145 HISTORY - 1979 MARK NOT FOUND LOCSUR EZ1145 EZ1145 STATION DESCRIPTION EZ1145 EZ1145'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1145'MC CORMICK 2 IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ1145'ESTABLISHED IN THE VICINITY OF APEX, NORTH CAROLINA. EZ1145' EZ1145'MC CORMICK 2 IS LOCATED APPROXIMATELY 1.5 MILES NW OF THE EZ1145'CENTER OF APEX. TO REACH STATION PROCEED FROM THE EZ1145'INTERSECTION OF NC 55 AND U.S. 64, NORTHWEST OF APEX, GO EAST EZ1145'ON U.S. 64 FOR 0.65 MILES TO STATION. WHICH IS ON THE NORTH EZ1145'SHOULDER OF U.S. 64, IN APPROXIMATE LINE BETWEEN LONE OAK EZ1145'TREE IN FIELD AND U.S. 64 NORTH OF CLUSTER OF SILOS. EZ1145' EZ1145'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1145'1967 MC CORMICK 2, SET IN THE TOP OF A CONCRETE CYLINDER, THE EZ1145'TOP OF WHICH IS FOUR INCHES BELOW THE SURFACE OF THE GROUND. EZ1145' EZ1145'MARK IS EZ1145' EZ1145'15.2 FT N OF C/L OF U.S. 64 EZ1145' EZ1145'16.6 FT SSW OF 18 INCH OAK WITH ALUMINUM REF. TAG LOCATED EZ1145'IN SOUTH SIDE OF FIELD EZ1145' EZ1145'42.7 FT N OF EYE IN ANCHOR CABLE FOR PP ON S SIDE OF U.S. 64 EZ1145' EZ1145'55.6 FT NE OF NW FENCE CORNER POST AT E SIDE OF DRIVEWAY TO EZ1145'CLUSTER OF SILOS EZ1145' EZ1145'92.0 FT NE OF E END OF CONCRETE BLOCK WALL FOR MAIL BOXES EZ1145' EZ1145'NOTE--MC CORMICK 2 REPLACES MC CORMICK 1961, DESTROYED BY ROAD EZ1145'CONSTRUCTION. EZ1145 EZ1145 STATION RECOVERY (1974) EZ1145 EZ1145'RECOVERY NOTE BY US POWER SQUADRON 1974 (LWA) EZ1145'RECOVERED IN GOOD CONDITION. EZ1145 EZ1145 STATION RECOVERY (1975) EZ1145 EZ1145'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EZ1145'1.5 MI NNW FROM APEX. EZ1145'MC CORMICK 2 IS LOCATED APPROXIMATELY 13.0 MILES WEST OF STATE EZ1145'CAPITOL BUILDING IN RALEIGH. TO REACH STATION FROM THE U.S. 64 EZ1145'UNDERPASS OF NC 55 NW OF APEX, PROCEED EAST ALONG U.S. 64 FOR EZ1145'0.6 MILE TO STATION ON LEFT IN NORTH SHOULDER, 15.2 FT NORTH EZ1145'OF C/L U.S. 64, 32.0 FT WEST OF C/L DIRT DRIVE NORTH, 53.0 FT ENE EZ1145'OF C/L INTERSECTION OF U.S. 64 WITH DRIVE SOUTH TO FEED AND SEED EZ1145'STORE, 16.0 FT SOUTH OF AN 18 IN OAK WITH ALUMINUM REF. TAG, AND EZ1145'42.7 FT NORTH OF EYE IN ANCHOR CABLE FOR PP. DISK IS SET IN TOP EZ1145'OF A CONCRETE CYLINDER 1 INCH BELOW THE SURFACE OF THE GROUND. EZ1145 EZ1145 STATION RECOVERY (1979) EZ1145 EZ1145'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (ARB) EZ1145'THE STATION WAS REPORTED NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1019 *********************************************************************** EZ1019 DESIGNATION - MCCULLERS RM 1 EZ1019 PID - EZ1019 EZ1019 STATE/COUNTY- NC/WAKE EZ1019 USGS QUAD - LAKE WHEELER (1993) EZ1019 EZ1019 *CURRENT SURVEY CONTROL EZ1019 ___________________________________________________________________ EZ1019* NAD 83(1986)- 35 39 57.34532(N) 078 41 57.69664(W) ADJUSTED EZ1019* NAVD 88 - 127.906 (meters) 419.64 (feet) ADJUSTED EZ1019 ___________________________________________________________________ EZ1019 LAPLACE CORR- -5.94 (seconds) DEFLEC99 EZ1019 GEOID HEIGHT- -32.88 (meters) GEOID03 EZ1019 DYNAMIC HT - 127.794 (meters) 419.27 (feet) COMP EZ1019 MODELED GRAV- 979,756.9 (mgal) NAVD 88 EZ1019 EZ1019 HORZ ORDER - SECOND EZ1019 VERT ORDER - SECOND CLASS 0 EZ1019 EZ1019.The North Carolina HARNS have been completed but, EZ1019.due to contractual restrictions, coordinates for these stations EZ1019.will NOT be published in the near future. In the interim, the EZ1019.published coordinates in North Carolina will not be EZ1019.consistent with the Continuously Operating Reference Stations EZ1019.(CORS). The HARN coordinates for these stations are available EZ1019.upon request. Contact Gary Thompson(919-733-3836). EZ1019. EZ1019.In addition, the published North Carolina positions EZ1019.(NAD 83 (1986)) are NOT consistent with those determined in EZ1019.adjacent state readjustments. The discontinuity between stations EZ1019.located in North Carolina and those in adjacent states EZ1019.which have been adjusted to the HARN may be as much as 5 EZ1019.decimeters. This will result in a significant loss of accuracy EZ1019.over lines crossing such state borders. EZ1019 EZ1019 EZ1019.The horizontal coordinates were established by classical geodetic methods EZ1019.and adjusted by the National Geodetic Survey in August 2000. EZ1019 EZ1019.The orthometric height was determined by differential leveling EZ1019.and adjusted by the National Geodetic Survey in June 1991. EZ1019 EZ1019.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1019 EZ1019.The geoid height was determined by GEOID03. EZ1019 EZ1019.The dynamic height is computed by dividing the NAVD 88 EZ1019.geopotential number by the normal gravity value computed on the EZ1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1019.degrees latitude (g = 980.6199 gals.). EZ1019 EZ1019.The modeled gravity was interpolated from observed gravity values. EZ1019 EZ1019; North East Units Scale Factor Converg. EZ1019;SPC NC - 212,577.572 636,819.078 MT 0.99989864 +0 10 24.7 EZ1019;SPC NC - 697,431.58 2,089,297.26 sFT 0.99989864 +0 10 24.7 EZ1019;UTM 17 - 3,949,334.581 708,240.249 MT 1.00013439 +1 20 30.8 EZ1019 EZ1019! - Elev Factor x Scale Factor = Combined Factor EZ1019!SPC NC - 0.99998509 x 0.99989864 = 0.99988373 EZ1019!UTM 17 - 0.99998509 x 1.00013439 = 1.00011947 EZ1019 EZ1019 SUPERSEDED SURVEY CONTROL EZ1019 EZ1019 NAVD 88 (08/09/00) 127.91 (m) 419.7 (f) LEVELING 3 EZ1019 NGVD 29 (??/??/92) 128.172 (m) 420.51 (f) ADJ UNCH 2 0 EZ1019 EZ1019.Superseded values are not recommended for survey control. EZ1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1019.See file dsdata.txt to determine how the superseded data were derived. EZ1019 EZ1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0824049335(NAD 83) EZ1019_MARKER: DR = REFERENCE MARK DISK EZ1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1019_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1019_STAMPING: MC CULLERS NO 1 1957 EZ1019_MARK LOGO: CGS EZ1019_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1019+STABILITY: SURFACE MOTION EZ1019 EZ1019 HISTORY - Date Condition Report By EZ1019 HISTORY - 1957 MONUMENTED CGS EZ1019 HISTORY - 1973 GOOD NCGS EZ1019 HISTORY - 1973 GOOD NCGS EZ1019 HISTORY - 1981 GOOD NGS EZ1019 HISTORY - 20000710 GOOD NCGS EZ1019 EZ1019 STATION DESCRIPTION EZ1019 EZ1019'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1019'6 MI WSW FROM GARNER. EZ1019'MC CULLERS RM 1 IS LOCATED APPROXIMATELY 8.5 MILES SSW OF CENTER EZ1019'OF RALEIGH, AND 8.0 MILES NE OF FUQUAY SPRINGS. STATION IS IN EZ1019'THE NORTH QUADRANT OF THE INTERSECTION OF U.S. 401 AND SR 1010 AT EZ1019'MC CULLERS CROSSROADS, BEHIND L.E. BUFFALOES STORE, 72.1 FT E EZ1019'OF STATION MC CULLERS, 08.0 FT SW OF NW CORNER OF STORE, AND EZ1019'01.0 FT NNW OF NORTH SIDE OF STORE. DISK IS SET IN CONCRETE EZ1019'CYLINDER FLUSH WITH THE SURFACE OF THE GROUND. EZ1019 EZ1019 STATION RECOVERY (1973) EZ1019 EZ1019'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1019'IS LOCATED APPROXIMATELY 8.5 MILES SSW OF CENTER OF RALEIGH, AND 8.0 EZ1019'MILES NE OF FUQUAY SPRINGS. STATION IS IN THE NORTH QUADRANT OF THE EZ1019'INTERSECTION OF US 401 AND SR 1010 AT MCCULLERS CROSSROADS, BEHIND EZ1019'L.E. BUFFALOES STORE. 72.1 FT. E OF STATION MCCULLERS, 08.0 FT. SW OF EZ1019'NW CORNER OF STORE, AND 01.0 FT. NNW OF NORTH SIDE OF STORE. DISK IS EZ1019'SET IN CONCRETE CYLINDER FLUSH WITH THE SURFACE OF THE GROUND. EZ1019 EZ1019 STATION RECOVERY (1981) EZ1019 EZ1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 EZ1019'21.967 METERS (72.07 FT.) EAST-NORTHEAST OF TRIANGULATION STATION EZ1019'MCCULLERS 30 CM (1 FT.) NORTH-NORTHWEST OF THE BUFFALOE STORE AND 2.4 EZ1019'METERS (8 FT) SOUTHWEST OF THE NORTHWEST CORNER OF THE STORE. EZ1019 EZ1019 STATION RECOVERY (2000) EZ1019 EZ1019'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL) EZ1019'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES. THE STORE HAS EZ1019'BEEN ADDED ON TO AND MARK IS NOW LOCATED 1.1 FT (0.3 M) NORTHWEST OF EZ1019'THE NORTHWEST WALL OF STORE, 41.2 NORTHEAST OF THE WEST CORNER OF THE EZ1019'STORE AND 10.0 FT (3.0 M) SOUTHEAST OF THE NORTH CORNER OF CONCRETE EZ1019'UTILITY PAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1020 *********************************************************************** EZ1020 DESIGNATION - MCCULLERS RM 2 EZ1020 PID - EZ1020 EZ1020 STATE/COUNTY- NC/WAKE EZ1020 USGS QUAD - LAKE WHEELER (1993) EZ1020 EZ1020 *CURRENT SURVEY CONTROL EZ1020 ___________________________________________________________________ EZ1020* NAD 83(1986)- 35 39 56.41514(N) 078 41 58.26987(W) ADJUSTED EZ1020* NAVD 88 - 127.542 (meters) 418.44 (feet) ADJUSTED EZ1020 ___________________________________________________________________ EZ1020 LAPLACE CORR- -5.94 (seconds) DEFLEC99 EZ1020 GEOID HEIGHT- -32.88 (meters) GEOID03 EZ1020 DYNAMIC HT - 127.430 (meters) 418.08 (feet) COMP EZ1020 MODELED GRAV- 979,756.9 (mgal) NAVD 88 EZ1020 EZ1020 HORZ ORDER - SECOND EZ1020 VERT ORDER - SECOND CLASS 0 EZ1020 EZ1020.The North Carolina HARNS have been completed but, EZ1020.due to contractual restrictions, coordinates for these stations EZ1020.will NOT be published in the near future. In the interim, the EZ1020.published coordinates in North Carolina will not be EZ1020.consistent with the Continuously Operating Reference Stations EZ1020.(CORS). The HARN coordinates for these stations are available EZ1020.upon request. Contact Gary Thompson(919-733-3836). EZ1020. EZ1020.In addition, the published North Carolina positions EZ1020.(NAD 83 (1986)) are NOT consistent with those determined in EZ1020.adjacent state readjustments. The discontinuity between stations EZ1020.located in North Carolina and those in adjacent states EZ1020.which have been adjusted to the HARN may be as much as 5 EZ1020.decimeters. This will result in a significant loss of accuracy EZ1020.over lines crossing such state borders. EZ1020 EZ1020 EZ1020.The horizontal coordinates were established by classical geodetic methods EZ1020.and adjusted by the National Geodetic Survey in August 2000. EZ1020 EZ1020.The orthometric height was determined by differential leveling EZ1020.and adjusted by the National Geodetic Survey in June 1991. EZ1020 EZ1020.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1020 EZ1020.The geoid height was determined by GEOID03. EZ1020 EZ1020.The dynamic height is computed by dividing the NAVD 88 EZ1020.geopotential number by the normal gravity value computed on the EZ1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1020.degrees latitude (g = 980.6199 gals.). EZ1020 EZ1020.The modeled gravity was interpolated from observed gravity values. EZ1020 EZ1020; North East Units Scale Factor Converg. EZ1020;SPC NC - 212,548.863 636,804.749 MT 0.99989861 +0 10 24.3 EZ1020;SPC NC - 697,337.39 2,089,250.25 sFT 0.99989861 +0 10 24.3 EZ1020;UTM 17 - 3,949,305.579 708,226.506 MT 1.00013432 +1 20 30.4 EZ1020 EZ1020! - Elev Factor x Scale Factor = Combined Factor EZ1020!SPC NC - 0.99998514 x 0.99989861 = 0.99988375 EZ1020!UTM 17 - 0.99998514 x 1.00013432 = 1.00011946 EZ1020 EZ1020 SUPERSEDED SURVEY CONTROL EZ1020 EZ1020 NAVD 88 (08/09/00) 127.54 (m) 418.4 (f) LEVELING 3 EZ1020 NGVD 29 (??/??/92) 127.807 (m) 419.31 (f) ADJ UNCH 2 0 EZ1020 EZ1020.Superseded values are not recommended for survey control. EZ1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1020.See file dsdata.txt to determine how the superseded data were derived. EZ1020 EZ1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0822749306(NAD 83) EZ1020_MARKER: DR = REFERENCE MARK DISK EZ1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1020_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1020_STAMPING: MC CULLERS NO 2 1957 EZ1020_MARK LOGO: CGS EZ1020_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1020+STABILITY: SURFACE MOTION EZ1020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ1020+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2004 EZ1020 EZ1020 HISTORY - Date Condition Report By EZ1020 HISTORY - 1957 MONUMENTED CGS EZ1020 HISTORY - 1973 GOOD NCGS EZ1020 HISTORY - 1973 GOOD NCGS EZ1020 HISTORY - 1981 GOOD NGS EZ1020 HISTORY - 19990223 GOOD NCGS EZ1020 HISTORY - 20040611 GOOD USPSQD EZ1020 EZ1020 STATION DESCRIPTION EZ1020 EZ1020'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1020'6 MI WSW FROM GARNER. EZ1020'MC CULLERS RM 2 IS LOCATED APPROXIMATELY 8.5 MILES SSW OF CENTER EZ1020'OF RALEIGH, AND 8.0 MILES NE OF FUQUAY SPRINGS. STATION IS IN EZ1020'THE NORTH QUADRANT OF THE INTERSECTION OF U.S. 401 AND SR 1010 EZ1020'AT MC CULLERS CROSSROADS, ON SW SIDE OF L.E. BURRALOES STORE, EZ1020'95.8 FT S OF STATION MC CULLERS, 58.0 FT SW OF SE CORNER OF EZ1020'STORE, 50.0 FT NE OF C/L OF SR 1010, 02.0 FT SW OF POLE WITH EZ1020'FLOOD LIGHTS, AND 01.6 FT S OF PHONE BOOTH. DISK IS SET IN EZ1020'CONCRETE CYLINDER PROJECTING 8 INCHES ABOVE THE SURFACE OF THE EZ1020'GROUND. EZ1020 EZ1020 STATION RECOVERY (1973) EZ1020 EZ1020'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1020'IS LOCATED APPROXIMATELY 8.5 MILES SSW OF CENTER OF RALEIGH, AND 8.0 EZ1020'MILES NE OF FUQUAY SPRINGS. STATION IS IN THE NORTH QUADRANT OF THE EZ1020'INTERSECTION OF US 401 AND SR 1010 AT MCCULLERS CROSSROADS, ON SW SIDE EZ1020'OF L.E. BURRALOES STORE. 95.8 FT. S OF STATION MCCULLERS, 58.0 FT. SW EZ1020'OF SE CORNER OF STORE, 50.0 FT. NE OF C/L OF SR 1010, 02.0 FT. SW OF EZ1020'POLE WITH FLOOD LIGHTS, AND 01.6 FT. S OF PHONE BOOTH. DISK IS SET IN EZ1020'CONCRETE CYLINDER PROJECTING 8 INCHES ABOVE THE SURFACE OF THE GROUND. EZ1020 EZ1020 STATION RECOVERY (1981) EZ1020 EZ1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 EZ1020'29.204 METERS (95.81 FT) SOUTH OF TRIANGULATION STATION MCCULLERS, 80 EZ1020'CM (2.6 FT) WEST OF A POLE WITH A FLOOD LIGHT, 43 CM (1.4 FT) SOUTH EZ1020'OF THE SOUTHEAST CORNER OF A TELEPHONE BOOTH 15.6 METERS (51.2 FT) EZ1020'NORTHEAST OF THE CENTERLINE OF SR 1010 AND 17.68 METERS (58 FT.) EZ1020'SOUTHWEST OF THE SOUTHWEST CORNER OF THE BUFFALOE STORE. EZ1020 EZ1020 STATION RECOVERY (1999) EZ1020 EZ1020'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL) EZ1020'RECOVERED AS DESCRIBED. EZ1020 EZ1020 STATION RECOVERY (2004) EZ1020 EZ1020'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN) EZ1020'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2547 *********************************************************************** EZ2547 DESIGNATION - MCCULLERS RM 3 EZ2547 PID - EZ2547 EZ2547 STATE/COUNTY- NC/WAKE EZ2547 USGS QUAD - LAKE WHEELER (1993) EZ2547 EZ2547 *CURRENT SURVEY CONTROL EZ2547 ___________________________________________________________________ EZ2547* NAD 83(1986)- 35 39 58.14504(N) 078 41 58.29401(W) ADJUSTED EZ2547* NAVD 88 - 127.83 (meters) 419.4 (feet) RESET EZ2547 ___________________________________________________________________ EZ2547 LAPLACE CORR- -5.94 (seconds) DEFLEC99 EZ2547 GEOID HEIGHT- -32.88 (meters) GEOID03 EZ2547 EZ2547 HORZ ORDER - SECOND EZ2547 VERT ORDER - THIRD EZ2547 EZ2547.The North Carolina HARNS have been completed but, EZ2547.due to contractual restrictions, coordinates for these stations EZ2547.will NOT be published in the near future. In the interim, the EZ2547.published coordinates in North Carolina will not be EZ2547.consistent with the Continuously Operating Reference Stations EZ2547.(CORS). The HARN coordinates for these stations are available EZ2547.upon request. Contact Gary Thompson(919-733-3836). EZ2547. EZ2547.In addition, the published North Carolina positions EZ2547.(NAD 83 (1986)) are NOT consistent with those determined in EZ2547.adjacent state readjustments. The discontinuity between stations EZ2547.located in North Carolina and those in adjacent states EZ2547.which have been adjusted to the HARN may be as much as 5 EZ2547.decimeters. This will result in a significant loss of accuracy EZ2547.over lines crossing such state borders. EZ2547 EZ2547 EZ2547.The horizontal coordinates were established by classical geodetic methods EZ2547.and adjusted by the National Geodetic Survey in August 2000. EZ2547 EZ2547.The orthometric height was computed from unverified reset data. EZ2547.No vertical observational check was made to the station. EZ2547 EZ2547.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2547 EZ2547.The geoid height was determined by GEOID03. EZ2547 EZ2547; North East Units Scale Factor Converg. EZ2547;SPC NC - 212,602.172 636,803.980 MT 0.99989867 +0 10 24.3 EZ2547;SPC NC - 697,512.29 2,089,247.72 sFT 0.99989867 +0 10 24.3 EZ2547;UTM 17 - 3,949,358.873 708,224.650 MT 1.00013431 +1 20 30.5 EZ2547 EZ2547! - Elev Factor x Scale Factor = Combined Factor EZ2547!SPC NC - 0.99998510 x 0.99989867 = 0.99988377 EZ2547!UTM 17 - 0.99998510 x 1.00013431 = 1.00011941 EZ2547 EZ2547 SUPERSEDED SURVEY CONTROL EZ2547 EZ2547 NAVD 88 (08/09/00) 127.83 (m) 419.4 (f) LEVELING 3 EZ2547 NGVD 29 (06/22/04) 128.09 (m) 420.2 (f) RESET 3 EZ2547 EZ2547.Superseded values are not recommended for survey control. EZ2547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2547.See file dsdata.txt to determine how the superseded data were derived. EZ2547 EZ2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0822549359(NAD 83) EZ2547_MARKER: DR = REFERENCE MARK DISK EZ2547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2547_SP_SET: CONCRETE POST EZ2547_STAMPING: MC CULLERS 1957 NO 3 1981 EZ2547_MARK LOGO: NGS EZ2547_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ2547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2547+STABILITY: SURFACE MOTION EZ2547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ2547+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2004 EZ2547 EZ2547 HISTORY - Date Condition Report By EZ2547 HISTORY - 1981 MONUMENTED NGS EZ2547 HISTORY - 19811030 GOOD NGS EZ2547 HISTORY - 20000710 GOOD NCGS EZ2547 HISTORY - 20040806 GOOD USPSQD EZ2547 EZ2547 STATION DESCRIPTION EZ2547 EZ2547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 EZ2547'5.2 MILES (8.4 KM) SOUTHERLY ALONG US HIGHWAY 401 FROM THE JUNCTION EZ2547'WITH US HIGHWAY JUST SOUTH OF RALEIGH TO JUNCTION WITH STATE ROAD EZ2547'1010 AND MARK ON THE RIGHT, BEHIND THE BUFFALOE STORE, 26.045 M EZ2547'(85.449 FT) NORTHEAST OF STATION MC CULLERS, 4.75 M (15.58 FT) WEST EZ2547'OF THE CENTER OF A 20-INCH PECAN TREE, 8.3 M (27.2 FT) SOUTH OF A EZ2547'24-INCH PECAN TREE, 14.5 M (47.6 FT) SOUTHWEST OF THE SOUTHEAST EZ2547'CORNER OF MR. BUFFALOES HOUSE. EZ2547 EZ2547 STATION RECOVERY (2000) EZ2547 EZ2547'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL) EZ2547'RECOVERED AS DESCRIBED. EZ2547 EZ2547 STATION RECOVERY (2004) EZ2547 EZ2547'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM) EZ2547'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5380 *********************************************************************** EZ5380 DESIGNATION - MCGHEE EZ5380 PID - EZ5380 EZ5380 STATE/COUNTY- NC/WAKE EZ5380 USGS QUAD - SOUTHEAST DURHAM (1993) EZ5380 EZ5380 *CURRENT SURVEY CONTROL EZ5380 ___________________________________________________________________ EZ5380* NAD 83(1986)- 35 54 20.91460(N) 078 46 19.92653(W) ADJUSTED EZ5380* NAVD 88 - 131.7 (meters) 432. (feet) VERTCON EZ5380 ___________________________________________________________________ EZ5380 LAPLACE CORR- -6.02 (seconds) DEFLEC99 EZ5380 GEOID HEIGHT- -32.03 (meters) GEOID03 EZ5380 EZ5380 HORZ ORDER - SECOND EZ5380 EZ5380.The North Carolina HARNS have been completed but, EZ5380.due to contractual restrictions, coordinates for these stations EZ5380.will NOT be published in the near future. In the interim, the EZ5380.published coordinates in North Carolina will not be EZ5380.consistent with the Continuously Operating Reference Stations EZ5380.(CORS). The HARN coordinates for these stations are available EZ5380.upon request. Contact Gary Thompson(919-733-3836). EZ5380. EZ5380.In addition, the published North Carolina positions EZ5380.(NAD 83 (1986)) are NOT consistent with those determined in EZ5380.adjacent state readjustments. The discontinuity between stations EZ5380.located in North Carolina and those in adjacent states EZ5380.which have been adjusted to the HARN may be as much as 5 EZ5380.decimeters. This will result in a significant loss of accuracy EZ5380.over lines crossing such state borders. EZ5380 EZ5380 EZ5380.The horizontal coordinates were established by classical geodetic methods EZ5380.and adjusted by the National Geodetic Survey in July 1986. EZ5380 EZ5380.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5380 EZ5380.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5380 EZ5380.The geoid height was determined by GEOID03. EZ5380 EZ5380; North East Units Scale Factor Converg. EZ5380;SPC NC - 239,173.666 630,163.440 MT 0.99993763 +0 07 53.3 EZ5380;SPC NC - 784,688.94 2,067,461.22 sFT 0.99993763 +0 07 53.3 EZ5380;UTM 17 - 3,975,794.259 701,040.595 MT 1.00009805 +1 18 25.0 EZ5380 EZ5380! - Elev Factor x Scale Factor = Combined Factor EZ5380!SPC NC - 0.99998435 x 0.99993763 = 0.99992198 EZ5380!UTM 17 - 0.99998435 x 1.00009805 = 1.00008240 EZ5380 EZ5380: Primary Azimuth Mark Grid Az EZ5380:SPC NC - OPTICAL 130 01 23.7 EZ5380:UTM 17 - OPTICAL 128 50 52.0 EZ5380 EZ5380|---------------------------------------------------------------------| EZ5380| PID Reference Object Distance Geod. Az | EZ5380| dddmmss.s | EZ5380| EZ5382 OPTICAL APPROX. 1.9 KM 1300917.0 | EZ5380|---------------------------------------------------------------------| EZ5380 EZ5380 SUPERSEDED SURVEY CONTROL EZ5380 EZ5380 NAD 27 - 35 54 20.39051(N) 078 46 20.90419(W) AD( ) 2 EZ5380 NGVD 29 (07/19/86) 132.0 (m) 433. (f) VERT ANG EZ5380 EZ5380.Superseded values are not recommended for survey control. EZ5380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5380.See file dsdata.txt to determine how the superseded data were derived. EZ5380 EZ5380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0104175794(NAD 83) EZ5380_MARKER: DE = TRAVERSE STATION DISK EZ5380_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND EZ5380_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EZ5380_STAMPING: MCGHEE 1961 EZ5380_MARK LOGO: NCGS EZ5380_MAGNETIC: N = NO MAGNETIC MATERIAL EZ5380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ5380 EZ5380 HISTORY - Date Condition Report By EZ5380 HISTORY - 1961 MONUMENTED NCGS EZ5380 HISTORY - 1982 POOR LOCSUR EZ5380 HISTORY - 19860101 SEE DESCRIPTION NCGS EZ5380 EZ5380 STATION DESCRIPTION EZ5380 EZ5380'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ5380'MC GHEE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5380'IN THE VICINITY OF DURHAM, NORTH CAROLINA. EZ5380' EZ5380'MC GHEE IS LOCATED APPROXIMATELY 2.3 MILES NNE OF EZ5380'RALEIGH-DURHAM AIRPORT AND 9.6 MILES SE OF DURHAM, N. C. TO EZ5380'REACH STATION PROCEED FROM THE INTERSECTION OF RALEIGH-DURHAM EZ5380'AIRPORT RD. (SR 1002) AND U.S. 70 NORTHWEST ON U.S. 70 FOR 0.5 EZ5380'MILES TO STATION. THE STATION IS LOCATED ON THE NORTHWEST END EZ5380'OF THIRD MEDIAN NORTHWEST OF RALEIGH-DURHAM AIRPORT RD.. 0.1 EZ5380'MILE NORTHWEST OF SORRELLS ESSO STATION. ABOUT 100 YARDS EZ5380'NORTHEAST OF A LARGE WHITE FRAME HOUSE AND ABOUT 0.1 MILE EZ5380'SOUTHEAST OF A CEMETERY. EZ5380' EZ5380'STATION MARK IS A PRECAST MONUMENT WITH A N. C. TRAVERSE EZ5380'DISK, STAMPED MC GHEE 1961, WHICH IS FLUSH WITH THE SURFACE OF EZ5380'THE GROUND. EZ5380' EZ5380'MARK IS EZ5380' EZ5380'32.05 FT SW OF C/L OF W BOUND LANE OF U.S. 70 EZ5380' EZ5380'21.0 FT NE OF C/L OF E BOUND LANE OF U.S. 70 EZ5380' EZ5380'51.05 FT SW OF TRAFFIC DIRECTION SIGN WITH ALUMINUM REF. TAG EZ5380'ON NE SIDE OF U.S. 70 EZ5380' EZ5380'11.75 FT SE OF REFLECTOR SIGN FOR E BOUND LANE EZ5380' EZ5380'57.10 FT SE OF REFLECTOR SIGN NW OF MEDIAN CROSSOVER EZ5380' EZ5380'33.5 FT SE OF C/L OF MEDIAN CROSSOVER EZ5380 EZ5380 STATION RECOVERY (1982) EZ5380 EZ5380'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (BRS) EZ5380'THE MARK IS STILL THERE BUT HAS BEEN HIT AND IS LEANING. EZ5380 EZ5380 STATION RECOVERY (1986) EZ5380 EZ5380'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ5380'MARK HAS BEEN DESTROYED. TOP PORTION IS GONE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2385 *********************************************************************** EZ2385 DESIGNATION - MCIVEY EZ2385 PID - EZ2385 EZ2385 STATE/COUNTY- NC/WAKE EZ2385 USGS QUAD - ZEBULON (1981) EZ2385 EZ2385 *CURRENT SURVEY CONTROL EZ2385 ___________________________________________________________________ EZ2385* NAD 83(1986)- 35 49 46.36838(N) 078 19 05.52574(W) ADJUSTED EZ2385* NAVD 88 - 97.559 (meters) 320.07 (feet) ADJUSTED EZ2385 ___________________________________________________________________ EZ2385 LAPLACE CORR- -3.89 (seconds) DEFLEC99 EZ2385 GEOID HEIGHT- -34.02 (meters) GEOID03 EZ2385 DYNAMIC HT - 97.473 (meters) 319.79 (feet) COMP EZ2385 MODELED GRAV- 979,750.4 (mgal) NAVD 88 EZ2385 EZ2385 HORZ ORDER - SECOND EZ2385 VERT ORDER - SECOND CLASS II EZ2385 EZ2385.The North Carolina HARNS have been completed but, EZ2385.due to contractual restrictions, coordinates for these stations EZ2385.will NOT be published in the near future. In the interim, the EZ2385.published coordinates in North Carolina will not be EZ2385.consistent with the Continuously Operating Reference Stations EZ2385.(CORS). The HARN coordinates for these stations are available EZ2385.upon request. Contact Gary Thompson(919-733-3836). EZ2385. EZ2385.In addition, the published North Carolina positions EZ2385.(NAD 83 (1986)) are NOT consistent with those determined in EZ2385.adjacent state readjustments. The discontinuity between stations EZ2385.located in North Carolina and those in adjacent states EZ2385.which have been adjusted to the HARN may be as much as 5 EZ2385.decimeters. This will result in a significant loss of accuracy EZ2385.over lines crossing such state borders. EZ2385 EZ2385 EZ2385.The horizontal coordinates were established by classical geodetic methods EZ2385.and adjusted by the National Geodetic Survey in July 1986. EZ2385 EZ2385.The orthometric height was determined by differential leveling EZ2385.and adjusted by the National Geodetic Survey in June 1991. EZ2385 EZ2385.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2385 EZ2385.The geoid height was determined by GEOID03. EZ2385 EZ2385.The dynamic height is computed by dividing the NAVD 88 EZ2385.geopotential number by the normal gravity value computed on the EZ2385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2385.degrees latitude (g = 980.6199 gals.). EZ2385 EZ2385.The modeled gravity was interpolated from observed gravity values. EZ2385 EZ2385; North East Units Scale Factor Converg. EZ2385;SPC NC - 230,900.341 671,201.486 MT 0.99992333 +0 23 36.6 EZ2385;SPC NC - 757,545.54 2,202,100.21 sFT 0.99992333 +0 23 36.6 EZ2385;UTM 17 - 3,968,363.132 742,251.247 MT 1.00032320 +1 34 14.2 EZ2385 EZ2385! - Elev Factor x Scale Factor = Combined Factor EZ2385!SPC NC - 0.99999003 x 0.99992333 = 0.99991336 EZ2385!UTM 17 - 0.99999003 x 1.00032320 = 1.00031322 EZ2385 EZ2385 SUPERSEDED SURVEY CONTROL EZ2385 EZ2385 NAD 27 - 35 49 45.81417(N) 078 19 06.52771(W) AD( ) 2 EZ2385 NGVD 29 (??/??/92) 97.842 (m) 321.00 (f) ADJ UNCH 2 2 EZ2385 EZ2385.Superseded values are not recommended for survey control. EZ2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2385.See file dsdata.txt to determine how the superseded data were derived. EZ2385 EZ2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4225168363(NAD 83) EZ2385_MARKER: DE = TRAVERSE STATION DISK EZ2385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2385_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2385_STAMPING: MCIVEY 1969 EZ2385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2385+STABILITY: SURFACE MOTION EZ2385_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ2385+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2005 EZ2385 EZ2385 HISTORY - Date Condition Report By EZ2385 HISTORY - 1969 MONUMENTED NCGS EZ2385 HISTORY - 1976 GOOD NCGS EZ2385 HISTORY - 1987 GOOD USPSQD EZ2385 HISTORY - 20050425 GOOD USPSQD EZ2385 EZ2385 STATION DESCRIPTION EZ2385 EZ2385'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ2385'MC IVEY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ2385'THE VICINITY OF ZEBULON, NORTH CAROLINA. EZ2385' EZ2385'MC IVEY IS LOCATED APPROXIMATELY 0.3 MILE NORTHWEST OF ZEBULON. TO EZ2385'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 64, U.S. 264, EZ2385'NC 96 AND NC 97 IN ZEBULON, GO NORTHWEST ON NC 96 FOR 0.35 MILE EZ2385'TO STATION ON LEFT IN YARD OF HOUSE NUMBER 813. EZ2385' EZ2385'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2385'MC IVEY 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2385'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2385' EZ2385'MARK IS EZ2385' EZ2385'31.7 FT WSW OF C/L OF NC 96 (ARENDELL AVE.) EZ2385' EZ2385'2.3 FT WSW OF W EDGE OF SIDEWALK EZ2385' EZ2385'20.2 FT SSW OF PP 193, W/TRANSFORMER AND WITH ALUMINUM REF. TAG EZ2385' EZ2385'88.3 FT SSE OF FIRE PLUG EZ2385' EZ2385'48.4 FT SE OF POWER SERVICE POLE 193 EZ2385' EZ2385'39.3 FT ENE OF NE CORNER OF PORCH OF 813 ARENDELL AVE. EZ2385' EZ2385'9.6 FT W OF 20 INCH OAK BETWEEN SIDEWALK AND NC 96 EZ2385 EZ2385 STATION RECOVERY (1976) EZ2385 EZ2385'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2385'0.3 MI NW FROM ZEBULON. EZ2385'TO REACH STATION PROCEED FROM THE INTERSECTION OF US 64, US 264, NC 96 EZ2385'AND NC 97 IN ZEBULON, GO NORTHWEST ON NC 96 FOR 0.35 MILE TO STATION EZ2385'ON LEFT IN YARD OF HOUSE NUMBER 813. 31.7 FT. WSW OF CENTERLINE OF NC EZ2385'96 (ARENDELL AVE.), 2.3 FT. WSW OF WEST EDGE OF SIDEWALK, 21.9 FT. NNW EZ2385'OF ENTRANCE SIDEWALK TO RESIDENCE, 39.3 FT. ENE OF NORTHEAST CORNER OF EZ2385'PORCH OF 813 ARENDELL AVE., 19.2 FT. SSW OF POWER POLE WITH EZ2385'TRANSFORMER AND ALUMINUM REF. TAG, 48.4 FT. SE OF POWER SERVICE POLE EZ2385'NO. 193, AND 88.3 FT. SSE OF FIRE PLUG. DISK IS SET IN CONCRETE EZ2385'CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND. EZ2385 EZ2385 STATION RECOVERY (1987) EZ2385 EZ2385'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ2385'RECOVERED IN GOOD CONDITION. EZ2385 EZ2385 STATION RECOVERY (2005) EZ2385 EZ2385'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ2385'N 35 49.773 EZ2385'W 078 19.093 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2212 *********************************************************************** EZ2212 DESIGNATION - MCLAMB EZ2212 PID - EZ2212 EZ2212 STATE/COUNTY- NC/WAKE EZ2212 USGS QUAD - GARNER (1993) EZ2212 EZ2212 *CURRENT SURVEY CONTROL EZ2212 ___________________________________________________________________ EZ2212* NAD 83(1986)- 35 41 23.32379(N) 078 36 18.53404(W) ADJUSTED EZ2212* NAVD 88 - 97.962 (meters) 321.40 (feet) POSTED EZ2212 ___________________________________________________________________ EZ2212 LAPLACE CORR- -7.54 (seconds) DEFLEC99 EZ2212 GEOID HEIGHT- -33.25 (meters) GEOID03 EZ2212 DYNAMIC HT - 97.880 (meters) 321.13 (feet) COMP EZ2212 MODELED GRAV- 979,748.0 (mgal) NAVD 88 EZ2212 EZ2212 HORZ ORDER - SECOND EZ2212 VERT ORDER - * POSTED, Code F , SEE BELOW EZ2212 EZ2212.The North Carolina HARNS have been completed but, EZ2212.due to contractual restrictions, coordinates for these stations EZ2212.will NOT be published in the near future. In the interim, the EZ2212.published coordinates in North Carolina will not be EZ2212.consistent with the Continuously Operating Reference Stations EZ2212.(CORS). The HARN coordinates for these stations are available EZ2212.upon request. Contact Gary Thompson(919-733-3836). EZ2212. EZ2212.In addition, the published North Carolina positions EZ2212.(NAD 83 (1986)) are NOT consistent with those determined in EZ2212.adjacent state readjustments. The discontinuity between stations EZ2212.located in North Carolina and those in adjacent states EZ2212.which have been adjusted to the HARN may be as much as 5 EZ2212.decimeters. This will result in a significant loss of accuracy EZ2212.over lines crossing such state borders. EZ2212 EZ2212 EZ2212.The horizontal coordinates were established by classical geodetic methods EZ2212.and adjusted by the National Geodetic Survey in July 1986. EZ2212 EZ2212.The orthometric height was determined by differential leveling EZ2212.and adjusted by the National Geodetic Survey in 1992. EZ2212.* This is a POSTED BENCH MARK height. Code F indicates a distribution EZ2212.rate greater than 8.0 mm/km. EZ2212 EZ2212.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2212 EZ2212.The geoid height was determined by GEOID03. EZ2212 EZ2212.The dynamic height is computed by dividing the NAVD 88 EZ2212.geopotential number by the normal gravity value computed on the EZ2212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2212.degrees latitude (g = 980.6199 gals.). EZ2212 EZ2212.The modeled gravity was interpolated from observed gravity values. EZ2212 EZ2212; North East Units Scale Factor Converg. EZ2212;SPC NC - 215,257.046 645,337.789 MT 0.99990174 +0 13 40.4 EZ2212;SPC NC - 706,222.49 2,117,245.73 sFT 0.99990174 +0 13 40.4 EZ2212;UTM 17 - 3,952,188.034 716,704.687 MT 1.00017872 +1 23 51.7 EZ2212 EZ2212! - Elev Factor x Scale Factor = Combined Factor EZ2212!SPC NC - 0.99998984 x 0.99990174 = 0.99989158 EZ2212!UTM 17 - 0.99998984 x 1.00017872 = 1.00016856 EZ2212 EZ2212: Primary Azimuth Mark Grid Az EZ2212:SPC NC - CROW 330 47 00.0 EZ2212:UTM 17 - CROW 329 36 48.7 EZ2212 EZ2212|---------------------------------------------------------------------| EZ2212| PID Reference Object Distance Geod. Az | EZ2212| dddmmss.s | EZ2212| EZ2213 SENTER 489.583 METERS 1660454.3 | EZ2212| EZ2211 CROW APPROX. 1.1 KM 3310040.4 | EZ2212|---------------------------------------------------------------------| EZ2212 EZ2212 SUPERSEDED SURVEY CONTROL EZ2212 EZ2212 NAD 27 - 35 41 22.77144(N) 078 36 19.52124(W) AD( ) 2 EZ2212 NGVD 29 (??/??/92) 98.209 (m) 322.21 (f) ADJ UNCH 2 2 EZ2212 EZ2212.Superseded values are not recommended for survey control. EZ2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2212.See file dsdata.txt to determine how the superseded data were derived. EZ2212 EZ2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1670552188(NAD 83) EZ2212_MARKER: DE = TRAVERSE STATION DISK EZ2212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2212_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2212_STAMPING: MCLAMB 1968 EZ2212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2212+STABILITY: SURFACE MOTION EZ2212_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ2212+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2005 EZ2212 EZ2212 HISTORY - Date Condition Report By EZ2212 HISTORY - 1968 MONUMENTED NCGS EZ2212 HISTORY - 1976 GOOD NCGS EZ2212 HISTORY - 1978 GOOD NCGS EZ2212 HISTORY - 1989 GOOD USPSQD EZ2212 HISTORY - 20021112 GOOD USPSQD EZ2212 HISTORY - 20040607 GOOD USPSQD EZ2212 HISTORY - 20050528 GOOD USPSQD EZ2212 EZ2212 STATION DESCRIPTION EZ2212 EZ2212'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EZ2212'MC LAMB IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2212'IN THE VICINITY OF CLAYTON, NORTH CAROLINA. EZ2212' EZ2212'MC LAMB IS LOCATED APPROXIMATELY 1.1 MILES SOUTH OF THE EZ2212'CENTER OF GARNER. TO REACH STATION PROCEED FROM THE EZ2212'INTERSECTION OF NC 50 WITH U.S. 70 IN GARNER, GO SOUTH ON NC 50 EZ2212'FOR 1.25 MILES TO STATION. WHICH IS ON THE EAST BANK OF EZ2212'NC 50 AT EDGE OF WOODS LINE, ACROSS NC 50 FROM NORTH SIDE EZ2212'OF DRIVEWAY TO EDGE OF A ONE STORY COMBINATION BRICK AND BLOCK EZ2212'BUILDING. EZ2212' EZ2212'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2212'MC LAMB 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2212'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2212' EZ2212'MARK IS EZ2212' EZ2212'34.4 FT ENE OF C/L OF NC 50 EZ2212' EZ2212'17.1 FT WNW OF HIGHWAY R/W MARKER EZ2212' EZ2212'23.4 FT NW OF 10 INCH PINE WITH ALUMINUM REF. TAG ON E SIDE OF EZ2212'NC 50 EZ2212' EZ2212'13.4 FT WSW OF 4 INCH PINE WITH ALUMINUM REF. TAG ON E SIDE OF EZ2212'NC 50 EZ2212' EZ2212'24.2 FT S OF 5 INCH PINE WITH ALUMINUM REF. TAG ON E SIDE OF NC 50 EZ2212 EZ2212 STATION RECOVERY (1976) EZ2212 EZ2212'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2212'1.2 MI S FROM GARNER. EZ2212'TO REACH STATION FROM THE NC 50 OVERPASS OF US 70 IN GARNER, PROCEED EZ2212'SOUTH ALONG NC 50 FOR 1.25 MILES TO STATION ON LEFT ON TOP OF A BANK EZ2212'AT WOODS EDGE, ACROSS HIGHWAY AND ABOUT ON LINE WITH NORTH EDGE OF EZ2212'DRIVEWAY LEADING TO A COMBINATION BRICK AND BLOCK BUILDING, 0.5 MILE EZ2212'NORTH OF Y INTERSECTION WITH SR 2562 AT WILLIAMS STORE. 34.4 FT. ENE EZ2212'OF CENTERLINE OF NC 50, 100.0 FT. NE OF SOUTHEAST CORNER OF BRICK AND EZ2212'BLOCK BUILDING, 92.5 FT. ESE OF 10 INCH PINE ON WEST SIDE OF HIGHWAY, EZ2212'17.1 FT. WNW OF HIGHWAY R/W MARKER, 23.4 FT. NW OF 10 INCH PINE WITH EZ2212'ALUMINUM REF. TAG ON EAST SIDE OF NC 50, 13.4 FT. WSW OF 4 INCH PINE EZ2212'WITH ALUMINUM REF. TAG ON EAST SIDE OF NC 50 AND 24.2 FT. S OF 5 INCH EZ2212'PINE WITH ALUMINUM REF. TAG ON EAST SIDE OF NC 50. DISK IS SET IN EZ2212'CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND. EZ2212 EZ2212 STATION RECOVERY (1978) EZ2212 EZ2212'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (CEH) EZ2212'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION. EZ2212 EZ2212 STATION RECOVERY (1989) EZ2212 EZ2212'RECOVERY NOTE BY US POWER SQUADRON 1989 (WCB) EZ2212'RECOVERED IN GOOD CONDITION. EZ2212 EZ2212 STATION RECOVERY (2002) EZ2212 EZ2212'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM) EZ2212'SOUTHWEST OF A ASH TREE NOT PINE. NO ALUMINUM REFERENCE TAG EZ2212 EZ2212 STATION RECOVERY (2004) EZ2212 EZ2212'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN) EZ2212'RECOVERED IN GOOD CONDITION. EZ2212 EZ2212 STATION RECOVERY (2005) EZ2212 EZ2212'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ2212'N 35 41.388 EZ2212'W 078 36.311 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6574 *********************************************************************** EZ6574 DESIGNATION - MEDFIELD EZ6574 PID - EZ6574 EZ6574 STATE/COUNTY- NC/WAKE EZ6574 USGS QUAD - RALEIGH WEST (1988) EZ6574 EZ6574 *CURRENT SURVEY CONTROL EZ6574 ___________________________________________________________________ EZ6574* NAD 83(1986)- 35 48 32.32215(N) 078 44 18.98242(W) ADJUSTED EZ6574* NAVD 88 - 119.6 (meters) 392. (feet) VERTCON EZ6574 ___________________________________________________________________ EZ6574 LAPLACE CORR- -7.26 (seconds) DEFLEC99 EZ6574 GEOID HEIGHT- -32.42 (meters) GEOID03 EZ6574 EZ6574 HORZ ORDER - SECOND EZ6574 EZ6574.The North Carolina HARNS have been completed but, EZ6574.due to contractual restrictions, coordinates for these stations EZ6574.will NOT be published in the near future. In the interim, the EZ6574.published coordinates in North Carolina will not be EZ6574.consistent with the Continuously Operating Reference Stations EZ6574.(CORS). The HARN coordinates for these stations are available EZ6574.upon request. Contact Gary Thompson(919-733-3836). EZ6574. EZ6574.In addition, the published North Carolina positions EZ6574.(NAD 83 (1986)) are NOT consistent with those determined in EZ6574.adjacent state readjustments. The discontinuity between stations EZ6574.located in North Carolina and those in adjacent states EZ6574.which have been adjusted to the HARN may be as much as 5 EZ6574.decimeters. This will result in a significant loss of accuracy EZ6574.over lines crossing such state borders. EZ6574 EZ6574 EZ6574.The horizontal coordinates were established by classical geodetic methods EZ6574.and adjusted by the National Geodetic Survey in December 1992. EZ6574 EZ6574.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6574 EZ6574.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6574 EZ6574.The geoid height was determined by GEOID03. EZ6574 EZ6574; North East Units Scale Factor Converg. EZ6574;SPC NC - 228,437.902 633,224.230 MT 0.99991978 +0 09 03.1 EZ6574;SPC NC - 749,466.68 2,077,503.16 sFT 0.99991978 +0 09 03.1 EZ6574;UTM 17 - 3,965,121.569 704,321.305 MT 1.00011445 +1 19 24.8 EZ6574 EZ6574! - Elev Factor x Scale Factor = Combined Factor EZ6574!SPC NC - 0.99998632 x 0.99991978 = 0.99990610 EZ6574!UTM 17 - 0.99998632 x 1.00011445 = 1.00010076 EZ6574 EZ6574 SUPERSEDED SURVEY CONTROL EZ6574 EZ6574 NGVD 29 (12/28/92) 119.9 (m) 393. (f) VERT ANG EZ6574 EZ6574.Superseded values are not recommended for survey control. EZ6574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6574.See file dsdata.txt to determine how the superseded data were derived. EZ6574 EZ6574_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0432165122(NAD 83) EZ6574_MARKER: DH = HORIZONTAL CONTROL DISK EZ6574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6574_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6574_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6574+STABILITY: SURFACE MOTION EZ6574 EZ6574 HISTORY - Date Condition Report By EZ6574 HISTORY - 1984 MONUMENTED NCGS EZ6574 EZ6574 STATION DESCRIPTION EZ6574 EZ6574'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6574'THE STATION IS LOCATED ABOUT 4.5 KM (2.8 MI) EAST-NORTHEAST OF CARY EZ6574'AND 9.5 KM (5.9 MI) WEST-NORTHWEST OF RALEIGH. EZ6574' EZ6574'TO REACH THE STATION FROM THE I 40 WESTBOUND UNDERPASS OF NC 54, EZ6574'PROCEED NORTH ALONG I 40 FOR 1.9 KM (1.2 MI) TO EXIT RAMP 289 (TO EZ6574'WADE AVENUE EXTENSION) AND THE STATION IN THE VEE BETWEEN THE EZ6574'HIGHWAY AND THE RAMP. EZ6574' EZ6574'THE STATION IS A STANDARD NCGS DISK STAMPED---MEDFIELD 1984---, EZ6574'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6574'25 CM IN DIAMETER RECESSED 10 CM BELOW GROUND. LOCATED EZ6574'11.8 METERS (38.8 FT) EAST-SOUTHEAST OF THE EDGE OF THE PAVEMENT OF EZ6574'THE WESTBOUND LANES, EZ6574'6.8 METERS (22.4 FT) WEST-NORTHWEST OF THE EDGE OF THE RAMP EZ6574'PAVEMENT, EZ6574'28.3 METERS (92.8 FT) SOUTHWEST OF THE SOUTH END OF THE SPILLWAY IN EZ6574'THE VEE, AND EZ6574'5.8 METERS (19.0 FT) NORTH-NORTHWEST OF A REFLECTOR POST WITH A EZ6574'REFERENCE TAG. EZ6574' EZ6574'STATION IS ABOUT LEVEL WITH THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5697 *********************************************************************** EZ5697 DESIGNATION - MEDICAL EZ5697 PID - EZ5697 EZ5697 STATE/COUNTY- NC/WAKE EZ5697 USGS QUAD - ZEBULON (1981) EZ5697 EZ5697 *CURRENT SURVEY CONTROL EZ5697 ___________________________________________________________________ EZ5697* NAD 83(1986)- 35 49 06.70704(N) 078 19 37.20137(W) ADJUSTED EZ5697* NAVD 88 - 100.4 (meters) 329. (feet) VERTCON EZ5697 ___________________________________________________________________ EZ5697 LAPLACE CORR- -3.90 (seconds) DEFLEC99 EZ5697 GEOID HEIGHT- -34.01 (meters) GEOID03 EZ5697 EZ5697 HORZ ORDER - SECOND EZ5697 EZ5697.The North Carolina HARNS have been completed but, EZ5697.due to contractual restrictions, coordinates for these stations EZ5697.will NOT be published in the near future. In the interim, the EZ5697.published coordinates in North Carolina will not be EZ5697.consistent with the Continuously Operating Reference Stations EZ5697.(CORS). The HARN coordinates for these stations are available EZ5697.upon request. Contact Gary Thompson(919-733-3836). EZ5697. EZ5697.In addition, the published North Carolina positions EZ5697.(NAD 83 (1986)) are NOT consistent with those determined in EZ5697.adjacent state readjustments. The discontinuity between stations EZ5697.located in North Carolina and those in adjacent states EZ5697.which have been adjusted to the HARN may be as much as 5 EZ5697.decimeters. This will result in a significant loss of accuracy EZ5697.over lines crossing such state borders. EZ5697 EZ5697 EZ5697.The horizontal coordinates were established by classical geodetic methods EZ5697.and adjusted by the National Geodetic Survey in January 1990. EZ5697 EZ5697.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5697 EZ5697.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5697 EZ5697.The geoid height was determined by GEOID03. EZ5697 EZ5697; North East Units Scale Factor Converg. EZ5697;SPC NC - 229,672.636 670,414.817 MT 0.99992141 +0 23 18.4 EZ5697;SPC NC - 753,517.64 2,199,519.28 sFT 0.99992141 +0 23 18.4 EZ5697;UTM 17 - 3,967,119.032 741,489.656 MT 1.00031867 +1 33 54.2 EZ5697 EZ5697! - Elev Factor x Scale Factor = Combined Factor EZ5697!SPC NC - 0.99998958 x 0.99992141 = 0.99991099 EZ5697!UTM 17 - 0.99998958 x 1.00031867 = 1.00030825 EZ5697 EZ5697: Primary Azimuth Mark Grid Az EZ5697:SPC NC - CONCRETE 211 05 12.7 EZ5697:UTM 17 - CONCRETE 209 54 36.9 EZ5697 EZ5697|---------------------------------------------------------------------| EZ5697| PID Reference Object Distance Geod. Az | EZ5697| dddmmss.s | EZ5697| EZ2382 ZEBULON APPROX. 0.5 KM 0585353.5 | EZ5697| EZ5682 CONCRETE APPROX. 1.2 KM 2112831.1 | EZ5697| EZ4354 WENDELL AT AND T MICROWAVE APPROX.10.5 KM 2115659.0 | EZ5697|---------------------------------------------------------------------| EZ5697 EZ5697 SUPERSEDED SURVEY CONTROL EZ5697 EZ5697 NGVD 29 (01/12/90) 100.7 (m) 330. (f) VERT ANG EZ5697 EZ5697.Superseded values are not recommended for survey control. EZ5697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5697.See file dsdata.txt to determine how the superseded data were derived. EZ5697 EZ5697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4149067119(NAD 83) EZ5697_MARKER: DE = TRAVERSE STATION DISK EZ5697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5697_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5697+STABILITY: SURFACE MOTION EZ5697 EZ5697 HISTORY - Date Condition Report By EZ5697 HISTORY - 1980 MONUMENTED NCGS EZ5697 HISTORY - 20050425 MARK NOT FOUND USPSQD EZ5697 EZ5697 STATION DESCRIPTION EZ5697 EZ5697'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EZ5697'THE STATION IS LOCATED APPROXIMATELY 1.0 MILE WEST-SOUTHWEST OF EZ5697'ZEBULON. EZ5697' EZ5697'TO REACH THE STATION FROM THE INTERSECTION OF US 64 BUSINESS WITH NC EZ5697'97 AT THE WEST SIDE OF ZEBULON, PROCEED SOUTHWEST ALONG US 64 EZ5697'BUSINESS FOR 0.3 MILES TO STATION ON THE RIGHT, AT EASTERN WAKE EZ5697'HOSPITAL ROAD ENTRANCE. EZ5697' EZ5697'STATION MARK IS A STANDARD DISK STAMPED---MEDICAL 1980---SET IN TOP OF EZ5697'A 10 INCH CONCRETE CYLINDER, 2 INCHES BELOW GROUND SURFACE. THE MARK EZ5697'IS 68.7 FEET EAST OF THE CENTERLINE OF HOSPITAL ROAD, 3.4 FEET SOUTH EZ5697'OF THE WEST PROJECTION OF HOSPITAL SIGN, 95.3 FEET WEST OF WEST END OF EZ5697'BRICK HOSPITAL SIGN, AND 172.7 FEET SOUTH-SOUTHWEST OF SOUTHWEST EZ5697'CORNER OF HOSPITAL. EZ5697 EZ5697 STATION RECOVERY (2005) EZ5697 EZ5697'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ5697'MARK NOT FOUND 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6575 *********************************************************************** EZ6575 DESIGNATION - MELBOURNE EZ6575 PID - EZ6575 EZ6575 STATE/COUNTY- NC/WAKE EZ6575 USGS QUAD - RALEIGH WEST (1988) EZ6575 EZ6575 *CURRENT SURVEY CONTROL EZ6575 ___________________________________________________________________ EZ6575* NAD 83(1986)- 35 46 44.61809(N) 078 42 18.03479(W) ADJUSTED EZ6575* NAVD 88 - 131.7 (meters) 432. (feet) VERTCON EZ6575 ___________________________________________________________________ EZ6575 LAPLACE CORR- -6.79 (seconds) DEFLEC99 EZ6575 GEOID HEIGHT- -32.63 (meters) GEOID03 EZ6575 EZ6575 HORZ ORDER - SECOND EZ6575 EZ6575.The North Carolina HARNS have been completed but, EZ6575.due to contractual restrictions, coordinates for these stations EZ6575.will NOT be published in the near future. In the interim, the EZ6575.published coordinates in North Carolina will not be EZ6575.consistent with the Continuously Operating Reference Stations EZ6575.(CORS). The HARN coordinates for these stations are available EZ6575.upon request. Contact Gary Thompson(919-733-3836). EZ6575. EZ6575.In addition, the published North Carolina positions EZ6575.(NAD 83 (1986)) are NOT consistent with those determined in EZ6575.adjacent state readjustments. The discontinuity between stations EZ6575.located in North Carolina and those in adjacent states EZ6575.which have been adjusted to the HARN may be as much as 5 EZ6575.decimeters. This will result in a significant loss of accuracy EZ6575.over lines crossing such state borders. EZ6575 EZ6575 EZ6575.The horizontal coordinates were established by classical geodetic methods EZ6575.and adjusted by the National Geodetic Survey in December 1992. EZ6575 EZ6575.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6575 EZ6575.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6575 EZ6575.The geoid height was determined by GEOID03. EZ6575 EZ6575; North East Units Scale Factor Converg. EZ6575;SPC NC - 225,127.166 636,270.317 MT 0.99991484 +0 10 12.9 EZ6575;SPC NC - 738,604.71 2,087,496.87 sFT 0.99991484 +0 10 12.9 EZ6575;UTM 17 - 3,961,873.182 707,435.130 MT 1.00013026 +1 20 32.2 EZ6575 EZ6575! - Elev Factor x Scale Factor = Combined Factor EZ6575!SPC NC - 0.99998445 x 0.99991484 = 0.99989929 EZ6575!UTM 17 - 0.99998445 x 1.00013026 = 1.00011470 EZ6575 EZ6575 SUPERSEDED SURVEY CONTROL EZ6575 EZ6575 NGVD 29 (12/28/92) 132.0 (m) 433. (f) VERT ANG EZ6575 EZ6575.Superseded values are not recommended for survey control. EZ6575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6575.See file dsdata.txt to determine how the superseded data were derived. EZ6575 EZ6575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0743561873(NAD 83) EZ6575_MARKER: DH = HORIZONTAL CONTROL DISK EZ6575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6575_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6575_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6575+STABILITY: SURFACE MOTION EZ6575 EZ6575 HISTORY - Date Condition Report By EZ6575 HISTORY - 1984 MONUMENTED NCGS EZ6575 EZ6575 STATION DESCRIPTION EZ6575 EZ6575'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6575'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) EZ6575'WEST OF THE CAPITOL SQUARE IN RALEIGH. EZ6575' EZ6575'TO REACH THE STATION FROM THE US 1-US 64 OVERPASS OF WESTERN EZ6575'BOULEVARD, PROCEED SOUTHWEST FOR 0.7 KM (0.45 MI) ON US 1-US 64 TO EZ6575'THE STATION ON THE LEFT, BY A RIGHT-OF-WAY FENCE ON A SMALL HILL. EZ6575' EZ6575'THE STATION IS A STANDARD NCGS DISK STAMPED---MELBOURNE 1984---, EZ6575'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6575'25 CM IN DIAMETER RECESSED 3 CM BELOW GROUND. LOCATED EZ6575'25.8 METERS (84.6 SLOPE FT) SOUTHEAST OF THE EDGE OF THE PAVEMENT, EZ6575'1.0 METER (3.1 FT) NORTHWEST OF A FENCE, EZ6575'1.8 METERS (5.9 FT) NORTH-NORTHEAST OF A FENCE POST, AND EZ6575'1.8 METERS (6.0 FT) EAST-NORTHEAST OF A FENCE POST. EZ6575' EZ6575'MARK IS 20 FT ABOVE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5029 *********************************************************************** EZ5029 DESIGNATION - MELROSE EZ5029 PID - EZ5029 EZ5029 STATE/COUNTY- NC/WAKE EZ5029 USGS QUAD - WAKE FOREST (1987) EZ5029 EZ5029 *CURRENT SURVEY CONTROL EZ5029 ___________________________________________________________________ EZ5029* NAD 83(1986)- 35 58 45.45830(N) 078 31 40.16544(W) ADJUSTED EZ5029* NAVD 88 - 89.8 (meters) 295. (feet) VERTCON EZ5029 ___________________________________________________________________ EZ5029 LAPLACE CORR- -7.13 (seconds) DEFLEC99 EZ5029 GEOID HEIGHT- -32.84 (meters) GEOID03 EZ5029 EZ5029 HORZ ORDER - SECOND EZ5029 EZ5029.The North Carolina HARNS have been completed but, EZ5029.due to contractual restrictions, coordinates for these stations EZ5029.will NOT be published in the near future. In the interim, the EZ5029.published coordinates in North Carolina will not be EZ5029.consistent with the Continuously Operating Reference Stations EZ5029.(CORS). The HARN coordinates for these stations are available EZ5029.upon request. Contact Gary Thompson(919-733-3836). EZ5029. EZ5029.In addition, the published North Carolina positions EZ5029.(NAD 83 (1986)) are NOT consistent with those determined in EZ5029.adjacent state readjustments. The discontinuity between stations EZ5029.located in North Carolina and those in adjacent states EZ5029.which have been adjusted to the HARN may be as much as 5 EZ5029.decimeters. This will result in a significant loss of accuracy EZ5029.over lines crossing such state borders. EZ5029 EZ5029 EZ5029.The horizontal coordinates were established by classical geodetic methods EZ5029.and adjusted by the National Geodetic Survey in July 1986. EZ5029 EZ5029.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5029 EZ5029.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5029 EZ5029.The geoid height was determined by GEOID03. EZ5029 EZ5029; North East Units Scale Factor Converg. EZ5029;SPC NC - 247,404.570 652,183.342 MT 0.99995309 +0 16 21.1 EZ5029;SPC NC - 811,693.16 2,139,704.85 sFT 0.99995309 +0 16 21.1 EZ5029;UTM 17 - 3,984,477.903 722,891.205 MT 1.00021220 +1 27 10.7 EZ5029 EZ5029! - Elev Factor x Scale Factor = Combined Factor EZ5029!SPC NC - 0.99999106 x 0.99995309 = 0.99994415 EZ5029!UTM 17 - 0.99999106 x 1.00021220 = 1.00020325 EZ5029 EZ5029: Primary Azimuth Mark Grid Az EZ5029:SPC NC - OAKWOOD 278 44 06.9 EZ5029:UTM 17 - OAKWOOD 277 33 17.3 EZ5029 EZ5029|---------------------------------------------------------------------| EZ5029| PID Reference Object Distance Geod. Az | EZ5029| dddmmss.s | EZ5029| EZ5028 RICHLAND 466.306 METERS 1071126.3 | EZ5029| EZ5030 OAKWOOD 454.807 METERS 2790028.0 | EZ5029|---------------------------------------------------------------------| EZ5029 EZ5029 SUPERSEDED SURVEY CONTROL EZ5029 EZ5029 NAD 27 - 35 58 44.91502(N) 078 31 41.16517(W) AD( ) 2 EZ5029 NGVD 29 (07/19/86) 90.1 (m) 296. (f) VERT ANG EZ5029 EZ5029.Superseded values are not recommended for survey control. EZ5029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5029.See file dsdata.txt to determine how the superseded data were derived. EZ5029 EZ5029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2289184478(NAD 83) EZ5029_MARKER: DE = TRAVERSE STATION DISK EZ5029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5029_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5029_MAGNETIC: N = NO MAGNETIC MATERIAL EZ5029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5029+STABILITY: SURFACE MOTION EZ5029 EZ5029 HISTORY - Date Condition Report By EZ5029 HISTORY - 1978 MONUMENTED NCGS EZ5029 HISTORY - 1987 GOOD USPSQD EZ5029 EZ5029 STATION DESCRIPTION EZ5029 EZ5029'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ5029'THE STATION IS LOCATED IN THE WEST SECTION OF WAKE FOREST. EZ5029' EZ5029'TO REACH THE STATION FROM THE NC 98 UNDERPASS OF US 1, ON WEST SIDE OF EZ5029'WAKE FOREST, PROCEED EASTERLY ALONG NC 98 FOR 0.65 MILE TO PAVED EZ5029'DRIVEWAY LEADING TO JOHN MILLS MELROSE RESIDENCE AND STATION ON THE EZ5029'LEFT AND 0.1 MILE WEST OF TRANSMISSION LINE CROSSING HIGHWAY. EZ5029' EZ5029'STATION MARK IS A STANDARD DISK STAMPED---MELROSE 1978---SET IN THE EZ5029'TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE. EZ5029'THE MARK IS 28.4 FEET NORTH-NORTHWEST OF CENTERLINE OF NC 98, 49.8 EZ5029'FEET NORTH OF CENTER OF CULVERT ON SOUTH SIDE OF NC 98, 31.3 FEET EZ5029'NORTHWEST OF CENTERLINE OF DRIVEWAY, 39.5 FEET WEST OF 18 INCH PINE EZ5029'WITH REFERENCE TAG, 18.8 FEET SOUTH-SOUTHEAST OF 6 INCH PINE WITH EZ5029'REFERENCE TAG AND 27.5 FEET SOUTHEAST OF 14 INCH PINE WITH REFERENCE EZ5029'TAG. EZ5029 EZ5029 STATION RECOVERY (1987) EZ5029 EZ5029'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ5029'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6576 *********************************************************************** EZ6576 DESIGNATION - MELVILLE EZ6576 PID - EZ6576 EZ6576 STATE/COUNTY- NC/WAKE EZ6576 USGS QUAD - RALEIGH WEST (1988) EZ6576 EZ6576 *CURRENT SURVEY CONTROL EZ6576 ___________________________________________________________________ EZ6576* NAD 83(1986)- 35 46 53.16929(N) 078 38 35.58703(W) ADJUSTED EZ6576* NAVD 88 - 110.0 (meters) 361. (feet) VERTCON EZ6576 ___________________________________________________________________ EZ6576 LAPLACE CORR- -7.43 (seconds) DEFLEC99 EZ6576 GEOID HEIGHT- -32.89 (meters) GEOID03 EZ6576 EZ6576 HORZ ORDER - SECOND EZ6576 EZ6576.The North Carolina HARNS have been completed but, EZ6576.due to contractual restrictions, coordinates for these stations EZ6576.will NOT be published in the near future. In the interim, the EZ6576.published coordinates in North Carolina will not be EZ6576.consistent with the Continuously Operating Reference Stations EZ6576.(CORS). The HARN coordinates for these stations are available EZ6576.upon request. Contact Gary Thompson(919-733-3836). EZ6576. EZ6576.In addition, the published North Carolina positions EZ6576.(NAD 83 (1986)) are NOT consistent with those determined in EZ6576.adjacent state readjustments. The discontinuity between stations EZ6576.located in North Carolina and those in adjacent states EZ6576.which have been adjusted to the HARN may be as much as 5 EZ6576.decimeters. This will result in a significant loss of accuracy EZ6576.over lines crossing such state borders. EZ6576 EZ6576 EZ6576.The horizontal coordinates were established by classical geodetic methods EZ6576.and adjusted by the National Geodetic Survey in December 1992. EZ6576 EZ6576.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6576 EZ6576.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6576 EZ6576.The geoid height was determined by GEOID03. EZ6576 EZ6576; North East Units Scale Factor Converg. EZ6576;SPC NC - 225,409.035 641,855.671 MT 0.99991522 +0 12 21.3 EZ6576;SPC NC - 739,529.48 2,105,821.48 sFT 0.99991522 +0 12 21.3 EZ6576;UTM 17 - 3,962,269.355 713,014.829 MT 1.00015917 +1 22 42.7 EZ6576 EZ6576! - Elev Factor x Scale Factor = Combined Factor EZ6576!SPC NC - 0.99998789 x 0.99991522 = 0.99990311 EZ6576!UTM 17 - 0.99998789 x 1.00015917 = 1.00014706 EZ6576 EZ6576 SUPERSEDED SURVEY CONTROL EZ6576 EZ6576 NGVD 29 (12/28/92) 110.3 (m) 362. (f) VERT ANG EZ6576 EZ6576.Superseded values are not recommended for survey control. EZ6576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6576.See file dsdata.txt to determine how the superseded data were derived. EZ6576 EZ6576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1301562269(NAD 83) EZ6576_MARKER: DE = TRAVERSE STATION DISK EZ6576_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. EZ6576_SP_SET: SIDEWALK EZ6576_STAMPING: MELVILLE 1983 EZ6576_MARK LOGO: NCGS EZ6576_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6576_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ6576 EZ6576 HISTORY - Date Condition Report By EZ6576 HISTORY - 1983 MONUMENTED NCGS EZ6576 HISTORY - 19910903 GOOD NCGS EZ6576 HISTORY - 20021126 MARK NOT FOUND INDIV EZ6576 HISTORY - 20040520 MARK NOT FOUND USPSQD EZ6576 HISTORY - 20040607 MARK NOT FOUND USPSQD EZ6576 EZ6576 STATION DESCRIPTION EZ6576 EZ6576'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG) EZ6576'THE STATION IS LOCATED ABOUT 0.2 KM (0.15 MI) EZ6576'WEST OF THE STATE CAPITOL IN RALEIGH. EZ6576' EZ6576'TO REACH THE STATION FROM THE STATE CAPITAL GO EZ6576'WEST FOR 0.2 KM (0.15 MI) ON EDENTON STREET TO DAWSON STREET AND EZ6576'STATION ON RIGHT NEAR THE SOUTHWEST CORNER OF EDENTON STREET EZ6576'METHODIST CHURCH IN SIDEWALK. EZ6576' EZ6576'THE STATION IS A STANDARD NCGS DISK EZ6576'STAMPED---MELVILLE 1983---, EZ6576'SET INTO A DRILLED HOLE, EZ6576'9.14 METERS (30.0 FT) EAST FROM THE CENTERLINE OF DAWSON STREET, EZ6576'9.30 METERS (30.5 FT) NORTH FROM THE CENTERLINE OF EDENTON STREET, EZ6576'4.05 METERS (13.3 FT) WEST-NORTHWEST FROM AN 15 INCH OAK WITH EZ6576'REFERENCE TAG, EZ6576'13.2 METERS (43.5 FT) WEST-SOUTHWEST FROM THE SOUTHWEST CORNER OF EZ6576'BOTTOM STEP OF CHURCH, EZ6576'7.47 METERS (24.5 FT) SOUTH FROM A POWER POLE WITH LAMP AND EZ6576'REFERENCE TAG. EZ6576' EZ6576'THE STATION IS ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREET. EZ6576 EZ6576 STATION RECOVERY (1991) EZ6576 EZ6576'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB) EZ6576'RECOVERED AS DESCRIBED. EZ6576 EZ6576 STATION RECOVERY (2002) EZ6576 EZ6576'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JE) EZ6576'MARK APPARENTLY NO LONGER EXISTS AT THIS LOCATION. THERE ARE TWO NEWER EZ6576'SECTIONS OF SIDEWALK, ONE OF WHICH IS EXACTLY WHERE THIS MARK SHOULD EZ6576'BE, OR WAS. EZ6576 EZ6576 STATION RECOVERY (2004) EZ6576 EZ6576'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ6576'MARK NOT FOUND. EZ6576 EZ6576 STATION RECOVERY (2004) EZ6576 EZ6576'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN) EZ6576'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6577 *********************************************************************** EZ6577 DESIGNATION - MERCOLL EZ6577 PID - EZ6577 EZ6577 STATE/COUNTY- NC/WAKE EZ6577 USGS QUAD - RALEIGH WEST (1988) EZ6577 EZ6577 *CURRENT SURVEY CONTROL EZ6577 ___________________________________________________________________ EZ6577* NAD 83(1986)- 35 48 00.11870(N) 078 41 36.19819(W) ADJUSTED EZ6577* NAVD 88 - 140.9 (meters) 462. (feet) VERTCON EZ6577 ___________________________________________________________________ EZ6577 LAPLACE CORR- -6.86 (seconds) DEFLEC99 EZ6577 GEOID HEIGHT- -32.63 (meters) GEOID03 EZ6577 EZ6577 HORZ ORDER - SECOND EZ6577 EZ6577.The North Carolina HARNS have been completed but, EZ6577.due to contractual restrictions, coordinates for these stations EZ6577.will NOT be published in the near future. In the interim, the EZ6577.published coordinates in North Carolina will not be EZ6577.consistent with the Continuously Operating Reference Stations EZ6577.(CORS). The HARN coordinates for these stations are available EZ6577.upon request. Contact Gary Thompson(919-733-3836). EZ6577. EZ6577.In addition, the published North Carolina positions EZ6577.(NAD 83 (1986)) are NOT consistent with those determined in EZ6577.adjacent state readjustments. The discontinuity between stations EZ6577.located in North Carolina and those in adjacent states EZ6577.which have been adjusted to the HARN may be as much as 5 EZ6577.decimeters. This will result in a significant loss of accuracy EZ6577.over lines crossing such state borders. EZ6577 EZ6577 EZ6577.The horizontal coordinates were established by classical geodetic methods EZ6577.and adjusted by the National Geodetic Survey in December 1992. EZ6577 EZ6577.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6577 EZ6577.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6577 EZ6577.The geoid height was determined by GEOID03. EZ6577 EZ6577; North East Units Scale Factor Converg. EZ6577;SPC NC - 227,457.138 637,313.768 MT 0.99991827 +0 10 37.1 EZ6577;SPC NC - 746,248.96 2,090,920.25 sFT 0.99991827 +0 10 37.1 EZ6577;UTM 17 - 3,964,224.525 708,430.905 MT 1.00013536 +1 20 59.1 EZ6577 EZ6577! - Elev Factor x Scale Factor = Combined Factor EZ6577!SPC NC - 0.99998301 x 0.99991827 = 0.99990128 EZ6577!UTM 17 - 0.99998301 x 1.00013536 = 1.00011837 EZ6577 EZ6577 SUPERSEDED SURVEY CONTROL EZ6577 EZ6577 NGVD 29 (12/28/92) 141.2 (m) 463. (f) VERT ANG EZ6577 EZ6577.Superseded values are not recommended for survey control. EZ6577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6577.See file dsdata.txt to determine how the superseded data were derived. EZ6577 EZ6577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0843164225(NAD 83) EZ6577_MARKER: DH = HORIZONTAL CONTROL DISK EZ6577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6577_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6577_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6577+STABILITY: SURFACE MOTION EZ6577 EZ6577 HISTORY - Date Condition Report By EZ6577 HISTORY - 1984 MONUMENTED NCGS EZ6577 HISTORY - 20040609 MARK NOT FOUND USPSQD EZ6577 EZ6577 STATION DESCRIPTION EZ6577 EZ6577'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6577'THE STATION IS LOCATED ABOUT 5.2 KM (3.2 MI) WEST-NORTHWEST OF THE EZ6577'CAPITOL SQUARE IN RALEIGH. EZ6577' EZ6577'ALONG US 1 AND US 64 BYPASS FOR 0.4 KM (0.25 MI) SOUTH FROM THE WADE EZ6577'AVENUE UNDERPASS, ON THE EAST SIDE OF THE BYPASS AT THE BEGINNING OF EZ6577'THE EXIT RAMP LEADING TO WADE AVENUE, ON A SMALL CUT AT A CLOSED EZ6577'(FENCED OFF) ENTRANCE TO MEREDITH COLLEGE. EZ6577' EZ6577'THE STATION IS A STANDARD NCGS DISK STAMPED---MERCOLL 1984---, EZ6577'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6577'25 CM IN DIAMETER RECESSED 3 CM BELOW GROUND. LOCATED EZ6577'14.5 METERS (47.5 FT) EAST OF THE EAST EDGE OF THE HIGHWAY PAVEMENT, EZ6577'14.2 METERS (46.6 FT) NORTH OF THE EDGE OF THE COLLEGE ENTRANCE EZ6577'PAVEMENT, EZ6577'8.5 METERS (27.8 FT) WEST-NORTHWEST OF A FENCE POST, EZ6577'8.4 METERS (27.6 FT) EAST-SOUTHEAST OF THE SOUTHEAST END OF THE EZ6577'GUARD RAIL, AND EZ6577'46.4 METERS (152.0 FT) SOUTH OF THE SOUTH POLE OF AN OVERHEAD SIGN. EZ6577' EZ6577'MARK IS 3 FT ABOVE HIGHWAY. EZ6577 EZ6577 STATION RECOVERY (2004) EZ6577 EZ6577'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN) EZ6577'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5133 *********************************************************************** EZ5133 DESIGNATION - MEREDITH EZ5133 PID - EZ5133 EZ5133 STATE/COUNTY- NC/WAKE EZ5133 USGS QUAD - RALEIGH WEST (1988) EZ5133 EZ5133 *CURRENT SURVEY CONTROL EZ5133 ___________________________________________________________________ EZ5133* NAD 83(1986)- 35 47 59.60582(N) 078 41 29.54651(W) ADJUSTED EZ5133* NAVD 88 - 142.7 (meters) 468. (feet) VERTCON EZ5133 ___________________________________________________________________ EZ5133 LAPLACE CORR- -6.88 (seconds) DEFLEC99 EZ5133 GEOID HEIGHT- -32.64 (meters) GEOID03 EZ5133 EZ5133 HORZ ORDER - SECOND EZ5133 EZ5133.The North Carolina HARNS have been completed but, EZ5133.due to contractual restrictions, coordinates for these stations EZ5133.will NOT be published in the near future. In the interim, the EZ5133.published coordinates in North Carolina will not be EZ5133.consistent with the Continuously Operating Reference Stations EZ5133.(CORS). The HARN coordinates for these stations are available EZ5133.upon request. Contact Gary Thompson(919-733-3836). EZ5133. EZ5133.In addition, the published North Carolina positions EZ5133.(NAD 83 (1986)) are NOT consistent with those determined in EZ5133.adjacent state readjustments. The discontinuity between stations EZ5133.located in North Carolina and those in adjacent states EZ5133.which have been adjusted to the HARN may be as much as 5 EZ5133.decimeters. This will result in a significant loss of accuracy EZ5133.over lines crossing such state borders. EZ5133 EZ5133 EZ5133.The horizontal coordinates were established by classical geodetic methods EZ5133.and adjusted by the National Geodetic Survey in July 1986. EZ5133 EZ5133.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5133 EZ5133.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5133 EZ5133.The geoid height was determined by GEOID03. EZ5133 EZ5133; North East Units Scale Factor Converg. EZ5133;SPC NC - 227,441.849 637,480.816 MT 0.99991825 +0 10 40.9 EZ5133;SPC NC - 746,198.80 2,091,468.31 sFT 0.99991825 +0 10 40.9 EZ5133;UTM 17 - 3,964,212.656 708,598.268 MT 1.00013622 +1 21 03.0 EZ5133 EZ5133! - Elev Factor x Scale Factor = Combined Factor EZ5133!SPC NC - 0.99998272 x 0.99991825 = 0.99990097 EZ5133!UTM 17 - 0.99998272 x 1.00013622 = 1.00011894 EZ5133 EZ5133: Primary Azimuth Mark Grid Az EZ5133:SPC NC - TENNIS 223 03 01.6 EZ5133:UTM 17 - TENNIS 221 52 39.5 EZ5133 EZ5133|---------------------------------------------------------------------| EZ5133| PID Reference Object Distance Geod. Az | EZ5133| dddmmss.s | EZ5133| EZ0930 TENNIS 416.725 METERS 2231342.5 | EZ5133|---------------------------------------------------------------------| EZ5133 EZ5133 SUPERSEDED SURVEY CONTROL EZ5133 EZ5133 NAD 27 - 35 47 59.06685(N) 078 41 30.53275(W) AD( ) 2 EZ5133 NGVD 29 (07/19/86) 143.0 (m) 469. (f) VERT ANG EZ5133 EZ5133.Superseded values are not recommended for survey control. EZ5133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5133.See file dsdata.txt to determine how the superseded data were derived. EZ5133 EZ5133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0859864213(NAD 83) EZ5133_MARKER: DE = TRAVERSE STATION DISK EZ5133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5133_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5133_STAMPING: MEREDITH 1961 EZ5133_MARK LOGO: NCGS EZ5133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5133+STABILITY: SURFACE MOTION EZ5133 EZ5133 HISTORY - Date Condition Report By EZ5133 HISTORY - 1961 MONUMENTED NCGS EZ5133 HISTORY - 1970 GOOD NCGS EZ5133 EZ5133 STATION DESCRIPTION EZ5133 EZ5133'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ5133'MEREDITH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5133'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5133' EZ5133'MEREDITH IS 3.3 MILES WNW OF RALEIGH. 0.2 MILES NE OF EZ5133'INTERSECTION OF U.S. 1 AND BUSINESS 1, ON GROUNDS OF MEREDITH EZ5133'COLLEGE NEAR STABLES. FROM CAPITOL SQUARE, GO 3.0 MILES WEST EZ5133'ON HILLSBORO STREET TO ENTRANCE TO MEREDITH COLLEGE, TURN RIGHT EZ5133'AND GO NORTH 0.25 MILES TO PARKING LOT, TURN LEFT (WEST) AND GO EZ5133'THROUGH PARKING LOT AND PROCEED ON ROAD CIRCLING LYNNMORE HOUSE EZ5133'FOR 0.25 MILES, TURN LEFT ON DIRT ROAD AND GO 0.1 MILE TO EZ5133'STATION ON LEFT. STATION IS ON TANGENT OF H POWER POLE LINE. EZ5133'FROM INTERSECTION OF U.S. 1 AND U.S. 70, GO SOUTH 1.55 MILES EZ5133'ON RIDGE RD. TO SHOPPING CENTER, TURN RIGHT (WEST) ON EZ5133'FAIRCLOTH ST. AND GO 0.3 MILES TO GATE IN FENCE AROUND EZ5133'STABLES, GO THROUGH GATE AND PROCEED 0.1 MILE ON DIRT ROAD TO EZ5133'STATION ON RIGHT. EZ5133' EZ5133'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5133'MEREDITH 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ5133'OF WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EZ5133' EZ5133'MARK IS EZ5133' EZ5133'209.3 FT ESE OF NE CORNER OF 20 X 20 BUILDING WITH EZ5133'ALUMINUM REF. TAG EZ5133' EZ5133'167.6 FT E OF NE CORNER OF 15 X 20 BUILDING WITH ALUMINUM REF. TAG EZ5133' EZ5133'209.3 FT NE OF NE CORNER OF 10 X 10 BUILDING WITH ALUMINUM REF. TAG EZ5133' EZ5133'204.2 FT N OF 4 INCH SILVER MAPLE TREE WITH ALUMINUM REF. TAG EZ5133' EZ5133'9.0 FT S OF C/L OF DIRT ROAD EZ5133 EZ5133 STATION RECOVERY (1970) EZ5133 EZ5133'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ5133'MEREDITH IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5133'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5133' EZ5133'MEREDITH IS LOCATED APPROXIMATELY 3.3 MILES WNW OF THE RALEIGH. TO EZ5133'REACH STATION PROCEED FROM HILLSBOROUGH STREET AND ENTRANCE EZ5133'TO MEREDITH COLLEGE, GO NORTH ON ROAD TO MEREDITH COLLEGE EZ5133'0.25 MILE TO PARKING LOT, TURN LEFT (WEST) AND GO THROUGH EZ5133'PARKING LOT AND PROCEED 0.1 MILE TO Y, KEEP LEFT ON NEW ROAD EZ5133'FOR 0.15 MILE TO STATION ON RIGHT, AT CREST OF HILL. STATION EZ5133'IS ON TANGENT OF H POWER POLE LINE AND 225 FEET SOUTH OF THE EZ5133'SOUTHWEST CORNER OF WEATHERSPOON PHYSICAL EDUCATION BUILDING. EZ5133' EZ5133'STATION IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ5133'MEREDITH 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ5133'OF WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EZ5133' EZ5133'MARK IS EZ5133' EZ5133'114.0 FT E OF C/L OF PAVED ROAD EZ5133' EZ5133'101.4 FT E OF POINT 3 FEET ABOVE GROUND OF STREET LIGHT POLE EZ5133'ON E SIDE OF ROAD EZ5133' EZ5133'160.2 FT NE OF POINT 3 FEET ABOVE GROUND OF STREET LIGHT POLE EZ5133'ON W SIDE OF ROAD EZ5133' EZ5133'160.9 FT SE OF POINT 3 FEET ABOVE GROUND OF STREET LIGHT POLE EZ5133'ON W SIDE OF ROAD EZ5133' EZ5133'226.8 FT S OF SW CORNER OF WEATHERSPOON PHYSICAL EDUCATION BUILDING 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1058 *********************************************************************** EZ1058 DESIGNATION - MERGE EZ1058 PID - EZ1058 EZ1058 STATE/COUNTY- NC/WAKE EZ1058 USGS QUAD - APEX (1993) EZ1058 EZ1058 *CURRENT SURVEY CONTROL EZ1058 ___________________________________________________________________ EZ1058* NAD 83(1986)- 35 40 41.99494(N) 078 49 56.99253(W) ADJUSTED EZ1058* NAVD 88 - 118.971 (meters) 390.32 (feet) ADJUSTED EZ1058 ___________________________________________________________________ EZ1058 LAPLACE CORR- -5.04 (seconds) DEFLEC99 EZ1058 GEOID HEIGHT- -32.40 (meters) GEOID03 EZ1058 DYNAMIC HT - 118.867 (meters) 389.98 (feet) COMP EZ1058 MODELED GRAV- 979,757.4 (mgal) NAVD 88 EZ1058 EZ1058 HORZ ORDER - SECOND EZ1058 VERT ORDER - SECOND CLASS 0 EZ1058 EZ1058.The North Carolina HARNS have been completed but, EZ1058.due to contractual restrictions, coordinates for these stations EZ1058.will NOT be published in the near future. In the interim, the EZ1058.published coordinates in North Carolina will not be EZ1058.consistent with the Continuously Operating Reference Stations EZ1058.(CORS). The HARN coordinates for these stations are available EZ1058.upon request. Contact Gary Thompson(919-733-3836). EZ1058. EZ1058.In addition, the published North Carolina positions EZ1058.(NAD 83 (1986)) are NOT consistent with those determined in EZ1058.adjacent state readjustments. The discontinuity between stations EZ1058.located in North Carolina and those in adjacent states EZ1058.which have been adjusted to the HARN may be as much as 5 EZ1058.decimeters. This will result in a significant loss of accuracy EZ1058.over lines crossing such state borders. EZ1058 EZ1058 EZ1058.The horizontal coordinates were established by classical geodetic methods EZ1058.and adjusted by the National Geodetic Survey in July 1986. EZ1058 EZ1058.The orthometric height was determined by differential leveling EZ1058.and adjusted by the National Geodetic Survey in June 1991. EZ1058 EZ1058.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1058 EZ1058.The geoid height was determined by GEOID03. EZ1058 EZ1058.The dynamic height is computed by dividing the NAVD 88 EZ1058.geopotential number by the normal gravity value computed on the EZ1058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1058.degrees latitude (g = 980.6199 gals.). EZ1058 EZ1058.The modeled gravity was interpolated from observed gravity values. EZ1058 EZ1058; North East Units Scale Factor Converg. EZ1058;SPC NC - 213,925.124 624,763.398 MT 0.99990023 +0 05 48.0 EZ1058;SPC NC - 701,852.68 2,049,744.58 sFT 0.99990023 +0 05 48.0 EZ1058;UTM 17 - 3,950,436.307 696,157.132 MT 1.00007417 +1 15 52.4 EZ1058 EZ1058! - Elev Factor x Scale Factor = Combined Factor EZ1058!SPC NC - 0.99998641 x 0.99990023 = 0.99988664 EZ1058!UTM 17 - 0.99998641 x 1.00007417 = 1.00006058 EZ1058 EZ1058: Primary Azimuth Mark Grid Az EZ1058:SPC NC - EDITH 189 35 58.5 EZ1058:UTM 17 - EDITH 188 25 54.1 EZ1058 EZ1058|---------------------------------------------------------------------| EZ1058| PID Reference Object Distance Geod. Az | EZ1058| dddmmss.s | EZ1058| EZ1057 EDITH 461.365 METERS 1894146.5 | EZ1058|---------------------------------------------------------------------| EZ1058 EZ1058 SUPERSEDED SURVEY CONTROL EZ1058 EZ1058 NAD 27 - 35 40 41.44711(N) 078 49 57.95663(W) AD( ) 2 EZ1058 NGVD 29 (??/??/92) 119.229 (m) 391.17 (f) ADJ UNCH 2 0 EZ1058 EZ1058.Superseded values are not recommended for survey control. EZ1058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1058.See file dsdata.txt to determine how the superseded data were derived. EZ1058 EZ1058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9615750436(NAD 83) EZ1058_MARKER: DE = TRAVERSE STATION DISK EZ1058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1058_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1058_STAMPING: MERGE 1967 EZ1058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1058+STABILITY: SURFACE MOTION EZ1058 EZ1058 HISTORY - Date Condition Report By EZ1058 HISTORY - 1967 MONUMENTED NCGS EZ1058 HISTORY - 1973 GOOD NCGS EZ1058 HISTORY - 1979 GOOD LOCSUR EZ1058 HISTORY - 1987 MARK NOT FOUND USPSQD EZ1058 HISTORY - 20040613 MARK NOT FOUND USPSQD EZ1058 EZ1058 STATION DESCRIPTION EZ1058 EZ1058'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1058'MERGE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1058'IN THE VICINITY OF APEX, NORTH CAROLINA. EZ1058' EZ1058'MERGE IS LOCATED APPROXIMATELY 1.6 MILES NNW OF THE CENTER OF EZ1058'HOLLY SPRINGS. TO REACH STATION PROCEED FROM THE INTERSECTION EZ1058'OF SR 1152 WITH NC 55 AT THE NORTH SIDE OF HOLLY SPRINGS, GO EZ1058'NORTH ON NC 55 FOR 1.6 MILES TO STATION. WHICH IS ON THE EAST EZ1058'BANK OF NC 55 BETWEEN RAILROAD TRACKS AND NC 55, AT WEST EZ1058'SIDE OF SOIL FARM ROAD AND 0.35 MILES SOUTH OF INTERSECTION EZ1058'OF SR 1172 W AND 1301 E WITH NC 55. EZ1058' EZ1058'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1058'MERGE 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1058'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ1058' EZ1058'MARK IS EZ1058' EZ1058'46.8 FT E OF C/L OF NC 55 EZ1058' EZ1058'129.8 FT SW OF C/L OF INTERSECTION OF DIRT ROAD AND W RAIL EZ1058'OF RAILROAD TRACKS EZ1058' EZ1058'54.2 FT NW OF TP WITH ALUMINUM REF. TAG ON SW BANK OF RAILROAD BED EZ1058' EZ1058'37.9 FT NW OF 10 INCH MAPLE TREE WITH ALUMINUM REF. TAG EZ1058'ON E SIDE OF DIRT ROAD EZ1058' EZ1058'62.4 FT NNW OF PP WITH ALUMINUM REF. TAG ON E BANK OF NC 55 EZ1058' EZ1058'39.1 FT NE OF N END OF CULVERT FOR DIRT FARM ROAD EZ1058 EZ1058 STATION RECOVERY (1973) EZ1058 EZ1058'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1058'1.8 MI N FROM HOLLY SPRINGS. EZ1058'MERGE IS LOCATED APPROXIMATELY 13.0 MILES WSW OF CAPITOL SQUARE IN EZ1058'RALEIGH. TO REACH STATION FROM INTERSECTION OF NC 55 (MAIN EZ1058'STREET) AND SR 1152 IN NORTH SECTION OF HOLLY SPRINGS, PROCEED EZ1058'NORTH ALONG NC 55 FOR 1.6 MILES TO STATION ON RIGHT ON EAST EZ1058'BANK BETWEEN HIGHWAY AND DURHAM-SOUTHERN R/R, 0.35 MILES SOUTH OF EZ1058'INTERSECTION WITH SR 1301 EAST, 46.8 FT E OF C/L OF NC 55, EZ1058'129.8 FT SW OF C/L OF DIRT FARM ROAD AND WEST RAIL, 39.1 FT NE EZ1058'OF N END OF CULVERT UNDER DIRT FARM ROAD, 54.2 FT NW OF TP EZ1058'W/ALUMINUM REF. TAG, 37.9 FT NW OF 10 IN SWEET GUM W/ALUMINUM EZ1058'REF. TAG, AND 64.4 FT N OF PP W/ALUMINUM REF. TAG. DISK IS SET EZ1058'IN CONCRETE CYLINDER 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ1058 EZ1058 STATION RECOVERY (1979) EZ1058 EZ1058'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (ARB) EZ1058'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ1058 EZ1058 STATION RECOVERY (1987) EZ1058 EZ1058'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ1058'MARK NOT FOUND. EZ1058 EZ1058 STATION RECOVERY (2004) EZ1058 EZ1058'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN) EZ1058'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0684 *********************************************************************** EZ0684 DESIGNATION - MERITA EZ0684 PID - EZ0684 EZ0684 STATE/COUNTY- NC/WAKE EZ0684 USGS QUAD - RALEIGH WEST (1988) EZ0684 EZ0684 *CURRENT SURVEY CONTROL EZ0684 ___________________________________________________________________ EZ0684* NAD 83(1986)- 35 47 31.37230(N) 078 42 39.90864(W) ADJUSTED EZ0684* NAVD 88 - 151.555 (meters) 497.23 (feet) POSTED EZ0684 ___________________________________________________________________ EZ0684 LAPLACE CORR- -6.93 (seconds) DEFLEC99 EZ0684 GEOID HEIGHT- -32.58 (meters) GEOID03 EZ0684 DYNAMIC HT - 151.420 (meters) 496.78 (feet) COMP EZ0684 MODELED GRAV- 979,764.8 (mgal) NAVD 88 EZ0684 EZ0684 HORZ ORDER - SECOND EZ0684 VERT ORDER - * POSTED, Code E , SEE BELOW EZ0684 EZ0684.The North Carolina HARNS have been completed but, EZ0684.due to contractual restrictions, coordinates for these stations EZ0684.will NOT be published in the near future. In the interim, the EZ0684.published coordinates in North Carolina will not be EZ0684.consistent with the Continuously Operating Reference Stations EZ0684.(CORS). The HARN coordinates for these stations are available EZ0684.upon request. Contact Gary Thompson(919-733-3836). EZ0684. EZ0684.In addition, the published North Carolina positions EZ0684.(NAD 83 (1986)) are NOT consistent with those determined in EZ0684.adjacent state readjustments. The discontinuity between stations EZ0684.located in North Carolina and those in adjacent states EZ0684.which have been adjusted to the HARN may be as much as 5 EZ0684.decimeters. This will result in a significant loss of accuracy EZ0684.over lines crossing such state borders. EZ0684 EZ0684 EZ0684.The horizontal coordinates were established by classical geodetic methods EZ0684.and adjusted by the National Geodetic Survey in July 1986. EZ0684 EZ0684.The orthometric height was determined by differential leveling EZ0684.and adjusted by the National Geodetic Survey in 1992. EZ0684.* This is a POSTED BENCH MARK height. Code E indicates a distribution EZ0684.rate of 4.1 thru 8.0 mm/km. EZ0684 EZ0684.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0684 EZ0684.The geoid height was determined by GEOID03. EZ0684 EZ0684.The dynamic height is computed by dividing the NAVD 88 EZ0684.geopotential number by the normal gravity value computed on the EZ0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0684.degrees latitude (g = 980.6199 gals.). EZ0684 EZ0684.The modeled gravity was interpolated from observed gravity values. EZ0684 EZ0684; North East Units Scale Factor Converg. EZ0684;SPC NC - 226,566.427 635,716.807 MT 0.99991695 +0 10 00.3 EZ0684;SPC NC - 743,326.69 2,085,680.89 sFT 0.99991695 +0 10 00.3 EZ0684;UTM 17 - 3,963,301.123 706,852.169 MT 1.00012728 +1 20 20.9 EZ0684 EZ0684! - Elev Factor x Scale Factor = Combined Factor EZ0684!SPC NC - 0.99998133 x 0.99991695 = 0.99989828 EZ0684!UTM 17 - 0.99998133 x 1.00012728 = 1.00010860 EZ0684 EZ0684: Primary Azimuth Mark Grid Az EZ0684:SPC NC - SEYMOUR 238 31 38.4 EZ0684:UTM 17 - SEYMOUR 237 21 17.8 EZ0684 EZ0684|---------------------------------------------------------------------| EZ0684| PID Reference Object Distance Geod. Az | EZ0684| dddmmss.s | EZ0684| EZ0687 FAIR 306.704 METERS 05234 | EZ0684| EZ0682 SEYMOUR APPROX. 1.2 KM 2384138.7 | EZ0684|---------------------------------------------------------------------| EZ0684 EZ0684 SUPERSEDED SURVEY CONTROL EZ0684 EZ0684 NAD 27 - 35 47 30.83359(N) 078 42 40.89544(W) AD( ) 2 EZ0684 NGVD 29 (??/??/92) 151.817 (m) 498.09 (f) ADJ UNCH 1 1 EZ0684 EZ0684.Superseded values are not recommended for survey control. EZ0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0684.See file dsdata.txt to determine how the superseded data were derived. EZ0684 EZ0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0685263301(NAD 83) EZ0684_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION EZ0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0684_STAMPING: MERITA 1965 EZ0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0684+STABILITY: SURFACE MOTION EZ0684 EZ0684 HISTORY - Date Condition Report By EZ0684 HISTORY - 1965 MONUMENTED NCGS EZ0684 HISTORY - 1967 GOOD NGS EZ0684 EZ0684 STATION DESCRIPTION EZ0684 EZ0684'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ0684'MERITA IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ0684'ESTABLISHED IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ0684' EZ0684'MERITA IS 4.15 MILES W OF RALEIGH AND 4.0 MILES E OF EZ0684'CARY. LOCATED 1.0 MILE W OF 64 BYPASS AND OLD U.S. 1 EZ0684'INTERSECTION - ALONG OLD U.S. 1. 0.2 MILES W OF SR 1664. 0.3 EZ0684'MILES E OF NC 54. S OF U.S. 1 NORTH OF RR. APPROXIMATELY EZ0684'150 FT W OF MERITA SIGN AND APPROXIMATELY 500 FT N OF N C EZ0684'HIGHWAY MAINTENANCE SHOP. EZ0684' EZ0684'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, EZ0684'STAMPED MERITA 1965, SET IN THE TOP OF A CONCRETE CYLINDER, EZ0684'THE TOP OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0684' EZ0684'MARK IS EZ0684' EZ0684'84.5 FT S OF C/L OF U.S. 1 EZ0684' EZ0684'69.0 FT S OF YELLOW ARROW PAINTED ON U.S. 1 EZ0684' EZ0684'65.9 FT SE OF PP WITH ALUMINUM REF. TAG EZ0684' EZ0684'103.2 FT E OF TP WITH ALUMINUM REF. TAG EZ0684' EZ0684'71.0 FT W OF TP WITH ALUMINUM REF. TAG EZ0684' EZ0684'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ0684 EZ0684 STATION RECOVERY (1967) EZ0684 EZ0684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 EZ0684'4.2 MI E FROM CARY. EZ0684'ABOUT 4.15 MILES EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD EZ0684'FROM THE STATION AT CARY, 0.15 MILE WEST OF MILEPOST 77, 39 FEET EZ0684'NORTH OF THE NORTH RAIL OF THE TRACK, 25 1/2 FEET NORTH OF THE EZ0684'NORTH RAIL OF THE SEABOARD COAST LINE RAILROAD COMPANY TRACK, EZ0684'81 FEET SOUTH OF THE CENTERLINE OF STATE HIGHWAY 54, 103 FEET EZ0684'EAST OF A TELEPHONE POLE, 66 FEET SOUTHEAST OF A POWER POLE, EZ0684'71 FEET WEST OF A TELEPHONE POLE, ABOUT 5 FEET ABOVE THE LEVEL EZ0684'OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL EZ0684'WITH THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2233 *********************************************************************** EZ2233 DESIGNATION - MESSER EZ2233 PID - EZ2233 EZ2233 STATE/COUNTY- NC/WAKE EZ2233 USGS QUAD - ANGIER (1993) EZ2233 EZ2233 *CURRENT SURVEY CONTROL EZ2233 ___________________________________________________________________ EZ2233* NAD 83(1986)- 35 35 19.36312(N) 078 38 31.51832(W) ADJUSTED EZ2233* NAVD 88 - 102.076 (meters) 334.89 (feet) ADJUSTED EZ2233 ___________________________________________________________________ EZ2233 LAPLACE CORR- -6.14 (seconds) DEFLEC99 EZ2233 GEOID HEIGHT- -33.21 (meters) GEOID03 EZ2233 DYNAMIC HT - 101.987 (meters) 334.60 (feet) COMP EZ2233 MODELED GRAV- 979,756.4 (mgal) NAVD 88 EZ2233 EZ2233 HORZ ORDER - SECOND EZ2233 VERT ORDER - SECOND CLASS II EZ2233 EZ2233.The North Carolina HARNS have been completed but, EZ2233.due to contractual restrictions, coordinates for these stations EZ2233.will NOT be published in the near future. In the interim, the EZ2233.published coordinates in North Carolina will not be EZ2233.consistent with the Continuously Operating Reference Stations EZ2233.(CORS). The HARN coordinates for these stations are available EZ2233.upon request. Contact Gary Thompson(919-733-3836). EZ2233. EZ2233.In addition, the published North Carolina positions EZ2233.(NAD 83 (1986)) are NOT consistent with those determined in EZ2233.adjacent state readjustments. The discontinuity between stations EZ2233.located in North Carolina and those in adjacent states EZ2233.which have been adjusted to the HARN may be as much as 5 EZ2233.decimeters. This will result in a significant loss of accuracy EZ2233.over lines crossing such state borders. EZ2233 EZ2233 EZ2233.The horizontal coordinates were established by classical geodetic methods EZ2233.and adjusted by the National Geodetic Survey in July 1986. EZ2233 EZ2233.The orthometric height was determined by differential leveling EZ2233.and adjusted by the National Geodetic Survey in June 1991. EZ2233 EZ2233.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2233 EZ2233.The geoid height was determined by GEOID03. EZ2233 EZ2233.The dynamic height is computed by dividing the NAVD 88 EZ2233.geopotential number by the normal gravity value computed on the EZ2233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2233.degrees latitude (g = 980.6199 gals.). EZ2233 EZ2233.The modeled gravity was interpolated from observed gravity values. EZ2233 EZ2233; North East Units Scale Factor Converg. EZ2233;SPC NC - 204,028.314 642,034.933 MT 0.99988983 +0 12 23.7 EZ2233;SPC NC - 669,382.89 2,106,409.61 sFT 0.99988983 +0 12 23.7 EZ2233;UTM 17 - 3,940,891.205 713,630.553 MT 1.00016243 +1 22 21.8 EZ2233 EZ2233! - Elev Factor x Scale Factor = Combined Factor EZ2233!SPC NC - 0.99998919 x 0.99988983 = 0.99987902 EZ2233!UTM 17 - 0.99998919 x 1.00016243 = 1.00015162 EZ2233 EZ2233: Primary Azimuth Mark Grid Az EZ2233:SPC NC - JUNKCAR 077 32 12.0 EZ2233:UTM 17 - JUNKCAR 076 22 13.9 EZ2233 EZ2233|---------------------------------------------------------------------| EZ2233| PID Reference Object Distance Geod. Az | EZ2233| dddmmss.s | EZ2233| EZ2231 JUNKCAR APPROX. 1.5 KM 0774435.7 | EZ2233|---------------------------------------------------------------------| EZ2233 EZ2233 SUPERSEDED SURVEY CONTROL EZ2233 EZ2233 NAD 27 - 35 35 18.80206(N) 078 38 32.48721(W) AD( ) 2 EZ2233 NGVD 29 (??/??/92) 102.332 (m) 335.73 (f) ADJ UNCH 2 2 EZ2233 EZ2233.Superseded values are not recommended for survey control. EZ2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2233.See file dsdata.txt to determine how the superseded data were derived. EZ2233 EZ2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1363140891(NAD 83) EZ2233_MARKER: DE = TRAVERSE STATION DISK EZ2233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2233_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2233_STAMPING: MESSER 1976 EZ2233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2233+STABILITY: SURFACE MOTION EZ2233 EZ2233 HISTORY - Date Condition Report By EZ2233 HISTORY - 1976 MONUMENTED NCGS EZ2233 HISTORY - 1976 GOOD NCGS EZ2233 HISTORY - 1987 GOOD USPSQD EZ2233 EZ2233 STATION DESCRIPTION EZ2233 EZ2233'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2233'MESSER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ2233'THE VICINITY OF WILLOW SPRINGS, NORTH CAROLINA. EZ2233' EZ2233'MESSER IS LOCATED APPROXIMATELY 5.0 MILES EAST OF WILLOW SPRINGS EZ2233'AND 8.5 MILES SOUTH OF GARNER. TO REACH STATION FROM INTERSECTION EZ2233'OF NC 42 WITH NC 50 NEAR THE JOHNSTON-WAKE COUNTY LINE, PROCEED EZ2233'WEST ALONG NC 42 FOR 2.45 MILES TO INTERSECTION WITH SR 2736 EZ2233'CROSSROADS AND STATION ON LEFT, IN SOUTHWEST QUADRANT AND EZ2233'APPROXIMATELY 200 FEET WEST OF AND ACROSS SR FROM J. O. MESSERS EZ2233'GROCERY AND GAS STATION. EZ2233' EZ2233'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2233'MESSER 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2233'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2233' EZ2233'MARK IS 21.7 FT S OF C/L OF NC 42 EZ2233' EZ2233'50.9 FT WSW OF C/L OF SR 2736 EZ2233' EZ2233'37.9 FT SW OF C/L INTERSECTION OF CROSSROADS (PULLED FROM EZ2233'COPPER NAIL) EZ2233' EZ2233'134.8 FT ENE OF POWER POLE 172 WITH ALUMINUM REF. TAG EZ2233' EZ2233'93.7 FT SSW OF CENTER OF TOP OF TELEPHONE PEDESTAL P171 IN EZ2233'NORTHEAST QUADRANT OF CROSSROADS EZ2233 EZ2233 STATION RECOVERY (1976) EZ2233 EZ2233'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2233'5.0 MI E FROM WILLOW SPRINGS. EZ2233'TO REACH STATION FROM INTERSECTION OF NC 42 WITH NC 50 NEAR THE EZ2233'JOHNSTON-WAKE COUNTY LINE, PROCEED WEST ALONG NC 42 FOR 2.45 MILES TO EZ2233'INTERSECTION WITH SR 2736 CROSSROADS AND STATION ON LEFT, IN SOUTHWEST EZ2233'QUADRANT AND APPROXIMATELY 200 FEET WEST OF AND ACROSS SR FROM J. O. EZ2233'MESSERS GROCERY AND GAS STATION. 21.7 FT. S OF CENTERLINE OF NC 42, EZ2233'50.9 FT. WSW OF CENTERLINE OF SR 2736, 37.9 FT. SW OF CENTERLINE EZ2233'INTERSECTION OF CROSSROADS (PULLED FROM COPPER NAIL), 134.8 FT. ENE OF EZ2233'POWER POLE NO. 172 WITH ALUMINUM REF. TAG AND 93.7 FT. SSW OF CENTER EZ2233'OF TOP OF TELEPHONE PEDESTAL NO. P171 IN NORTHEAST QUADRANT OF EZ2233'CROSSROADS. DISK IS SET IN CONCRETE CYLINDER, FLUSH WITH THE SURFACE EZ2233'OF THE GROUND. EZ2233 EZ2233 STATION RECOVERY (1987) EZ2233 EZ2233'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ2233'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2661 *********************************************************************** EZ2661 DESIGNATION - METER EZ2661 PID - EZ2661 EZ2661 STATE/COUNTY- NC/WAKE EZ2661 USGS QUAD - LAKE WHEELER (1993) EZ2661 EZ2661 *CURRENT SURVEY CONTROL EZ2661 ___________________________________________________________________ EZ2661* NAD 83(1986)- 35 41 45.84766(N) 078 37 59.31870(W) ADJUSTED EZ2661* NAVD 88 - 100.294 (meters) 329.05 (feet) ADJUSTED EZ2661 ___________________________________________________________________ EZ2661 LAPLACE CORR- -7.24 (seconds) DEFLEC99 EZ2661 GEOID HEIGHT- -33.11 (meters) GEOID03 EZ2661 DYNAMIC HT - 100.205 (meters) 328.76 (feet) COMP EZ2661 MODELED GRAV- 979,752.6 (mgal) NAVD 88 EZ2661 EZ2661 HORZ ORDER - SECOND EZ2661 VERT ORDER - SECOND CLASS I EZ2661 EZ2661.The North Carolina HARNS have been completed but, EZ2661.due to contractual restrictions, coordinates for these stations EZ2661.will NOT be published in the near future. In the interim, the EZ2661.published coordinates in North Carolina will not be EZ2661.consistent with the Continuously Operating Reference Stations EZ2661.(CORS). The HARN coordinates for these stations are available EZ2661.upon request. Contact Gary Thompson(919-733-3836). EZ2661. EZ2661.In addition, the published North Carolina positions EZ2661.(NAD 83 (1986)) are NOT consistent with those determined in EZ2661.adjacent state readjustments. The discontinuity between stations EZ2661.located in North Carolina and those in adjacent states EZ2661.which have been adjusted to the HARN may be as much as 5 EZ2661.decimeters. This will result in a significant loss of accuracy EZ2661.over lines crossing such state borders. EZ2661 EZ2661 EZ2661.The horizontal coordinates were established by classical geodetic methods EZ2661.and adjusted by the National Geodetic Survey in December 1990. EZ2661 EZ2661.The orthometric height was determined by differential leveling EZ2661.and adjusted by the National Geodetic Survey in June 1991. EZ2661 EZ2661.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2661 EZ2661.The geoid height was determined by GEOID03. EZ2661 EZ2661.The dynamic height is computed by dividing the NAVD 88 EZ2661.geopotential number by the normal gravity value computed on the EZ2661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2661.degrees latitude (g = 980.6199 gals.). EZ2661 EZ2661.The modeled gravity was interpolated from observed gravity values. EZ2661 EZ2661; North East Units Scale Factor Converg. EZ2661;SPC NC - 215,941.447 642,801.445 MT 0.99990258 +0 12 42.3 EZ2661;SPC NC - 708,467.90 2,108,924.41 sFT 0.99990258 +0 12 42.3 EZ2661;UTM 17 - 3,952,820.682 714,154.211 MT 1.00016518 +1 22 53.6 EZ2661 EZ2661! - Elev Factor x Scale Factor = Combined Factor EZ2661!SPC NC - 0.99998946 x 0.99990258 = 0.99989204 EZ2661!UTM 17 - 0.99998946 x 1.00016518 = 1.00015463 EZ2661 EZ2661 SUPERSEDED SURVEY CONTROL EZ2661 EZ2661 NGVD 29 (12/03/90) 100.54 (m) 329.9 (f) LEVELING 3 EZ2661 EZ2661.Superseded values are not recommended for survey control. EZ2661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2661.See file dsdata.txt to determine how the superseded data were derived. EZ2661 EZ2661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1415452821(NAD 83) EZ2661_MARKER: DE = TRAVERSE STATION DISK EZ2661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2661_SP_SET: CONCRETE POST EZ2661_STAMPING: METER 1978 EZ2661_MARK LOGO: NCGS EZ2661_PROJECTION: FLUSH EZ2661_MAGNETIC: N = NO MAGNETIC MATERIAL EZ2661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2661+STABILITY: SURFACE MOTION EZ2661_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ2661+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2005 EZ2661 EZ2661 HISTORY - Date Condition Report By EZ2661 HISTORY - 1978 MONUMENTED NCGS EZ2661 HISTORY - 1978 GOOD NCGS EZ2661 HISTORY - 20040607 GOOD USPSQD EZ2661 HISTORY - 20050530 GOOD USPSQD EZ2661 EZ2661 STATION DESCRIPTION EZ2661 EZ2661'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ2661'THE STATION IS LOCATED IN GARNER. EZ2661' EZ2661'TO REACH THE STATION FROM THE SR 2713 (VANDORA SPRINGS ROAD) OVERPASS EZ2661'OF US 70, PROCEED SOUTHWEST ALONG SR 2713 FOR 1.15 MILES TO FOWLER EZ2661'DRIVE AND STATION ON THE NORTH SIDE OF INTERSECTION AND IN SOUTH EZ2661'CORNER OF YARD OF ONE STORY BRICK HOUSE IN LINE WITH ROW OF CREPE EZ2661'MYRTLE TREES. EZ2661' EZ2661'STATION MARK IS A STANDARD DISK STAMPED---METER 1978---SET IN THE TOP EZ2661'OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE. THE EZ2661'MARK IS 22.0 FEET NORTHWEST OF CENTERLINE OF SR 2713, 36.9 FEET EZ2661'NORTHEAST OF CENTERLINE OF FOWLER DRIVE, 12.2 FEET EAST OF SERVICE EZ2661'POLE WITH REFERENCE TAG, 16.8 FEET EAST-NORTHEAST OF CENTER OF WATER EZ2661'METER AND 21.2 FEET NORTHEAST OF NORTH END OF CULVERT UNDER FOWLER EZ2661'DRIVE. EZ2661 EZ2661 STATION RECOVERY (1978) EZ2661 EZ2661'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EZ2661'IN GARNER. EZ2661'TO REACH THE STATION FROM THE SR 2713 (VANDORA SPRINGS ROAD) OVERPASS EZ2661'OF US 70, PROCEED SOUTHWEST ALONG SR 2713 FOR 1.15 MILES TO FOWLER EZ2661'DRIVE AND STATION ON NORTH SIDE OF INTERSECTION, IN SOUTH CORNER OF EZ2661'YARD OF ONE STORY BRICK HOUSE IN LINE WITH ROW OF CREPE MYRTLE TREES EZ2661'22.0 FEET NORTHWEST OF CENTERLINE OF SR 2713, 36.9 FEET NORTHEAST EZ2661'OF CENTERLINE OF FOWLER DRIVE, 12.2 FEET EAST OF SERVICE POLE WITH EZ2661'REFERENCE TAG, 16.8 FEET EAST-NORTHEAST OF CENTER OF WATER METER, EZ2661'AND 21.2 FEET NORTHEAST OF NORTH END OF CULVERT UNDER FOWLER DRIVE. EZ2661'THE MARK IS 2 FT ABOVE ROAD. EZ2661 EZ2661 STATION RECOVERY (2004) EZ2661 EZ2661'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN) EZ2661'RECOVERED IN GOOD CONDITION. EZ2661 EZ2661 STATION RECOVERY (2005) EZ2661 EZ2661'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ2661'N 35 41.764 EZ2661'W 078 37.988 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5134 *********************************************************************** EZ5134 DESIGNATION - METHOD RESET EZ5134 PID - EZ5134 EZ5134 STATE/COUNTY- NC/WAKE EZ5134 USGS QUAD - RALEIGH WEST (1988) EZ5134 EZ5134 *CURRENT SURVEY CONTROL EZ5134 ___________________________________________________________________ EZ5134* NAD 83(1986)- 35 47 20.35017(N) 078 40 52.90594(W) ADJUSTED EZ5134* NAVD 88 - 128.4 (meters) 421. (feet) VERT ANG EZ5134 ___________________________________________________________________ EZ5134 LAPLACE CORR- -6.92 (seconds) DEFLEC99 EZ5134 GEOID HEIGHT- -32.70 (meters) GEOID03 EZ5134 EZ5134 HORZ ORDER - SECOND EZ5134 EZ5134.The North Carolina HARNS have been completed but, EZ5134.due to contractual restrictions, coordinates for these stations EZ5134.will NOT be published in the near future. In the interim, the EZ5134.published coordinates in North Carolina will not be EZ5134.consistent with the Continuously Operating Reference Stations EZ5134.(CORS). The HARN coordinates for these stations are available EZ5134.upon request. Contact Gary Thompson(919-733-3836). EZ5134. EZ5134.In addition, the published North Carolina positions EZ5134.(NAD 83 (1986)) are NOT consistent with those determined in EZ5134.adjacent state readjustments. The discontinuity between stations EZ5134.located in North Carolina and those in adjacent states EZ5134.which have been adjusted to the HARN may be as much as 5 EZ5134.decimeters. This will result in a significant loss of accuracy EZ5134.over lines crossing such state borders. EZ5134 EZ5134 EZ5134.The horizontal coordinates were established by classical geodetic methods EZ5134.and adjusted by the National Geodetic Survey in July 1986. EZ5134 EZ5134.The orthometric height was determined by vertical angle observations. EZ5134 EZ5134.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5134 EZ5134.The geoid height was determined by GEOID03. EZ5134 EZ5134; North East Units Scale Factor Converg. EZ5134;SPC NC - 226,234.967 638,404.613 MT 0.99991645 +0 11 02.1 EZ5134;SPC NC - 742,239.22 2,094,499.13 sFT 0.99991645 +0 11 02.1 EZ5134;UTM 17 - 3,963,024.670 709,546.780 MT 1.00014111 +1 21 23.2 EZ5134 EZ5134! - Elev Factor x Scale Factor = Combined Factor EZ5134!SPC NC - 0.99998498 x 0.99991645 = 0.99990143 EZ5134!UTM 17 - 0.99998498 x 1.00014111 = 1.00012609 EZ5134 EZ5134: Primary Azimuth Mark Grid Az EZ5134:SPC NC - STATE COLLEGE 201 47 43.9 EZ5134:UTM 17 - STATE COLLEGE 200 37 22.8 EZ5134 EZ5134|---------------------------------------------------------------------| EZ5134| PID Reference Object Distance Geod. Az | EZ5134| dddmmss.s | EZ5134| EZ5149 RALEIGH NC STATE COLL STACK APPROX. 1.3 KM 1114546.6 | EZ5134| EZ0698 METHOD AZ MK 1144947.3 | EZ5134| EZ6292 METHOD RM 3 9.795 METERS 20158 | EZ5134| EZ0695 STATE COLLEGE APPROX. 0.5 KM 2015846.0 | EZ5134| EZ6293 METHOD RM 4 10.929 METERS 28602 | EZ5134|---------------------------------------------------------------------| EZ5134 EZ5134 SUPERSEDED SURVEY CONTROL EZ5134 EZ5134 NAD 27 - 35 47 19.81153(N) 078 40 53.89184(W) AD( ) 2 EZ5134 NGVD 29 (07/19/86) 127.4 (m) 418. (f) VERT ANG EZ5134 EZ5134.Superseded values are not recommended for survey control. EZ5134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5134.See file dsdata.txt to determine how the superseded data were derived. EZ5134 EZ5134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0954763025(NAD 83) EZ5134_STAMPING: METHOD 1918 1970 EZ5134_MARK LOGO: CGS EZ5134 EZ5134 HISTORY - Date Condition Report By EZ5134 HISTORY - 1933 MONUMENTED CGS EZ5134 HISTORY - 1933 GOOD CGS EZ5134 HISTORY - 1935 GOOD CGS EZ5134 HISTORY - 1961 SEE DESCRIPTION CGS EZ5134 HISTORY - 1969 MARK NOT FOUND NCGS EZ5134 HISTORY - 1970 SEE DESCRIPTION NGS EZ5134 HISTORY - 1984 GOOD USPSQD EZ5134 HISTORY - 19910404 GOOD USPSQD EZ5134 EZ5134 STATION DESCRIPTION EZ5134 EZ5134'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 EZ5134'ABOUT 1-1/2 MILES SOUTH OF RAILWAY STATION AT RALEIGH, ON EZ5134'RIGHT-OF-WAY OF SEABOARD AIR LINE RAILWAY (SOUTHERN RAILWAY), ON EZ5134'APPROXIMATE PROLONGATION OF TANGENT TO LEFT RAIL OF NORTH-BOUND EZ5134'TRACK TOWARD RALEIGH, 27.9 FEET SOUTH OF SOUTH RAIL OF EZ5134'NORTH-BOUND TRACK, AT NORTH EDGE OF OLD ROAD, AT TOP OF CUT, 130 EZ5134'METERS (427 FEET) EAST OF BRICK POWER-PLANT BUILDING, DIRECTLY EZ5134'ACROSS TRACK FROM LARGE TELEGRAPH-WIRE STANDARD, 10 METERS (33 EZ5134'FEET) WEST OF SMALL CABIN, 45 FEET EAST OF 27-INCH OAK EZ5134'TREE, AND 62 FEET WEST OF 18-INCH OAK TREE. EZ5134'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE, NOTE 1A. EZ5134'DIRT HAS BEEN WASHED AWAY FROM AROUND UPPER TEN INCHES OF MARK. EZ5134'UNDERGROUND MARK IS NAIL IN CONCRETE, NOTE 7C. EZ5134' EZ5134'REFERENCE MARK IS STANDARD REFERENCE DISK IN SOUTHEAST EZ5134'CORNER OF EAST FACE OF BRICK POWER-PLANT BUILDING, AND EZ5134'136.8 METERS (449 FEET) FROM STATION N 40 DEG 40 MIN W. EZ5134' EZ5134'AZIMUTH MARK, ESTABLISHED IN 1933, IS STANDARD REFERENCE DISK EZ5134'IN TOP OF WEST CONCRETE HEADWALL OF CULVERT, AT GRADE EZ5134'CROSSING JUST SOUTH OF PEERLESS LUMBER CO. WAREHOUSE, 2.9 EZ5134'FEET NORTH OF SOUTH END OF HEADWALL, 10 FEET SOUTH OF SOUTH EZ5134'RAIL OF NORTH-BOUND TRACK, ABOUT 40 YARDS WEST OF EZ5134'MILEPOST 195, AND APPROXIMATELY 0.2 MILE FROM STATION EZ5134'S 65 DEG 10 MIN E. EZ5134' EZ5134'BEARING FROM STATION TO "T" IN STATE ON RED BRICK SMOKE STACK EZ5134'AT NORTH CAROLINA STATE COLLEGE IS S 68 DEG 15 MIN E. EZ5134 EZ5134 STATION RECOVERY (1935) EZ5134 EZ5134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 EZ5134'IN 1935, SURFACE MARK WAS RECOVERED AND FURTHER DESCRIBED AS EZ5134'BEING AT INTERSECTION OF APPARENT CENTER LINES OF TANGENTS OF EZ5134'CURVE OF SOUTHERN RAILWAY TRACKS, DIAGONALLY ACROSS TRACKS AND EZ5134'SOUTHEAST OF ELECTRIC SUBSTATION OF CAROLINA POWER AND LIGHT EZ5134'CO., BETWEEN EDGE OF CUT AND OLD ROAD, ABOUT 150 FEET EAST OF EZ5134'CULVERT UNDER RAILWAY, AND ABOUT 100 FEET EAST OF BEGINNING OF EZ5134'CUT. THE TRACKS OF THE SOUTHERN RAILWAY AND THE SEABOARD AIR EZ5134'LINE RAILWAY RUN SIDE BY SIDE AT THE POINT. THE SEABOARD AIR EZ5134'LINE ON THE NORTH AND THE SOUTHERN ON THE SOUTH. EZ5134 EZ5134 STATION RECOVERY (1961) EZ5134 EZ5134'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCE) EZ5134'STATION SURFACE MARK WAS FOUND DESTROYED. THE STATION UNDERGROUND EZ5134'MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION. THE EZ5134'REFERENCE MARK IN THE FACE OF THE POWER HOUSE BUILDING IS NO EZ5134'LONGER VISIBLE, DUE TO THE CONSTRUCTION OF A NEW BUILDING. A EZ5134'NEW SURFACE MARK AND TWO NEW REFERENCE MARKS WERE ESTABLISHED AT EZ5134'THIS TIME AND A COMPLETE NEW DESCRIPTION FOLLOWS-- EZ5134' EZ5134'STATION IS LOCATED IN THE CITY OF RALEIGH ON THE SOUTH SIDE OF EZ5134'THE SEABOARD AIR LINE RAILWAY AND 0.3 MILE WEST OF THE EZ5134'INTERSECTION OF THE RAILROAD TRACKS AND DAN ALLEN ROAD. IT IS EZ5134'46 FEET NORTHEAST OF A 30 INCH OAK TREE, 35.0 FEET NORTH OF A EZ5134'FENCELINE, 28 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD, 36 EZ5134'FEET EAST OF A TELEPHONE POLE AND 2.5 FEET EAST OF A CGS EZ5134'WITNESS SIGN. THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS EZ5134'STAMPED---METHOD 1918 1961---. (NOTE 6A, 7A) EZ5134' EZ5134'REFERENCE MARK NO.3 WAS SET ON THE LINE TO TRIANGULATION EZ5134'STATION STATE COLLEGE 1933. IT IS 55.4 FEET WEST OF A 30 INCH EZ5134'OAK TREE, 48.9 FEET EAST OF ANOTHER 30 INCH OAK TREE, 33.5 FEET EZ5134'SOUTH OF THE WITNESS SIGN AND 3 FEET NORTH OF THE EZ5134'FENCELINE. THE MARK PROJECTS 2 INCHES AND THE DISK IS EZ5134'STAMPED---METHOD NO 3 1918 1961---. (NOTE 11A). EZ5134' EZ5134'REFERENCE MARK (AZIMUTH MARK) IS 10 FEET SOUTH OF THE EZ5134'SOUTH RAIL OF THE RAILROAD AND IN THE TOP OF THE WEST HEADWALL EZ5134'OF A CULVERT. THE DISK IS SET IN A DRILLHOLE ON TOP OF THE EZ5134'CULVERT AND STAMPED---METHOD AZ MARK 1933---. EZ5134' EZ5134'REFERENCE MARK NO.4 IS 36.5 FEET SOUTH OF THE SOUTH RAIL OF EZ5134'THE TRACKS, 26.1 FEET NORTH OF THE FENCE, 11.7 FEET NORTHEAST OF EZ5134'A 30 INCH OAK TREE AND 3 FEET SOUTH OF A TELEPHONE POLE. THE EZ5134'MARK IS FLUSH WITH THE GROUND AND THE DISK IS EZ5134'STAMPED---METHOD NO 4 1933 1961---. (NOTE 11A). EZ5134 EZ5134 STATION RECOVERY (1969) EZ5134 EZ5134'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1969 (WCF) EZ5134'METHOD 1918, 1961 DESTROYED, S.S. ALSO DESTROYED (SEE NOTE BELOW) EZ5134' EZ5134'ADVISED BY UNIVERSITY OF NORTH CAROLINA - RALEIGH (FORMERLY EZ5134'KNOWN AS STATE COLLEGE) THAT MARK AND ALL REFERENCES DESTROYED EZ5134'BY UNIVERSITY CONSTRUCTION. EZ5134 EZ5134 STATION RECOVERY (1970) EZ5134 EZ5134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS) EZ5134'SURFACE STATION MARK AND RM 3 WERE DESTROYED BY GRADING AND EZ5134'CONSTRUCTION OF A PARKING LOT. RM 4 AND THE AZIMUTH MARK WERE EZ5134'RECOVERED IN GOOD CONDITION. THE UNDERGROUND STATION MARK WAS EZ5134'RECOVERED, AND A NEW SURFACE MARK PLUMBED OVER IT. DISTANCE TO EZ5134'RM 4 WAS CHECKED AND FOUND TO BE CORRECT. EZ5134' EZ5134'STATION IS LOCATED ON PROPERTY OF NORTH CAROLINA STATE COLLEGE, EZ5134'ALONG THE NORTH SIDE OF A PARKING AREA, ALONG THE SOUTH SIDE OF EZ5134'A NEW WIRE-MESH FENCE. EZ5134' EZ5134'TO REACH STATION FROM THE JUNCTION OF HIGHWAYS 1 AND 401 IN EZ5134'RALEIGH, GO WEST ON HIGHWAY 1 FOR 1.75 MILES. TURN LEFT ON DAN EZ5134'ALLEN ST. AND GO 0.15 MILE. TURN RIGHT ON DUNN AVE., JUST PAST EZ5134'RAILROAD UNDERPASS, AND GO 0.2 MILE TO AZIMUTH MARK ON EZ5134'RIGHT. CONTINUE ALONG PARKING AREA FOR 0.2 MILE TO STATION. EZ5134' EZ5134'STATION MARK IS A STANDARD DISK EZ5134'STAMPED---METHOD 1918 1970---, SET IN THE TOP OF EZ5134'A 10-INCH-DIAMETER, CONCRETE MONUMENT FLUSH WITH GROUND. EZ5134'IT IS 28 FEET SOUTH OF SOUTH RAIL OF RAILROAD EZ5134'TRACKS, 44 FEET EAST-NORTHEAST OF A LARGE, LONE OAK TREE, 36 EZ5134'FEET EAST OF A TELEPHONE POLE, 4 FEET LOWER THAN THE RAILROAD EZ5134'TRACKS, AND BETWEEN THE 35TH AND 36TH FENCE POSTS EAST FROM WEST EZ5134'END OF THE WIRE-MESH FENCE, 4 INCHES SOUTH OF FENCE. EZ5134' EZ5134'UNDERGROUND MARK IS A STANDARD DISK EZ5134'STAMPED---METHOD 1918 1961---, EZ5134'SET IN CONCRETE ABOUT 38 INCHES BELOW GROUND. EZ5134' EZ5134'REFERENCE MARK NUMBER FOUR IS A STANDARD DISK EZ5134'STAMPED---METHOD NO 4 1933 1961---, EZ5134'SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE EZ5134'MONUMENT FLUSH WITH GROUND. IT IS 9 FEET SOUTH OF THE FENCE, 3 EZ5134'FEET SOUTH OF THE TELEPHONE POLE, AND 10 FEET NORTHEAST OF THE EZ5134'BASE OF THE LARGE OAK. EZ5134' EZ5134'AZIMUTH MARK IS A STANDARD RM DISK EZ5134'STAMPED---METHOD AZ MARK 1933---, EZ5134'CEMENTED IN A DRILL HOLE IN THE WEST HEADWALL OF A CULVERT, 10 EZ5134'FEET SOUTH OF SOUTH RAIL OF RAILROAD TRACKS. EZ5134' EZ5134'NOTE--THE WIRE-MESH FENCE NOW BLOCKS THE LINE TO THE AZIMUTH EZ5134'MARK. STATION STATE COLLEGE 1933 MAY BE USED AS AZIMUTH MARK. EZ5134' EZ5134'I DIDNT SET ANOTHER RM AT METHOD BECAUSE THE CONSTRUCTION IS EZ5134'STILL UNDER WAY ON THE PARKING LOT AND ANOTHER SURE PLACE EZ5134'WASNT AVAILABLE. EZ5134' EZ5134'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN AT RALEIGH. EZ5134 EZ5134 STATION RECOVERY (1984) EZ5134 EZ5134'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGS) EZ5134'METHOD 1918, 1970 FOUND GOOD. EZ5134' EZ5134'THE DESCRIPTION SHOULD BE REVISED AS FOLLOWS--THE STATION MARK IS 2 EZ5134'FEET HIGHER THAN THE RAILROAD TRACKS. ADD THE FOLLOWING REFERENCE-- EZ5134'59.5 FEET NW OF CHAIN LINK FENCE ACROSS PARKING AREA, FENCE EZ5134'SEPARATES THE NC STATE UNIVERISTY STUDENT PARKING AREA FROM THE EZ5134'UNIVERSITYS MOTOR POOL PARKING. STATION IS IN E. END OF MOTOR EZ5134'POOL PARKING AREA NEAR RAILROAD. A CHAIN LINK FENCE STILL BLOCKS EZ5134'LINE TO AZ. MARK. STATION STATE COLLEGE 1933 MAY BE USED AS AZ EZ5134'MARK. NO WITNESS POST AT THIS LOCATION. EZ5134' EZ5134'METHOD 1918, 1961 FOUND GOOD. EZ5134' EZ5134'STATION IS STAMPED---METHOD 1918 1970---, EZ5134'WHICH WAS FOUND GOOD AND REPORTED ON ANOTHER NOAA REPORT EZ5134'FORM 76-91, THEREFORE THE UNDERGROUND MARK IS GOOD ALSO. EZ5134'UNDERGROUND MARK IS 38 INCHES UNDER STATION MARK. EZ5134' EZ5134'METHOD NO. 4 1918, 1961 FOUND GOOD. EZ5134' EZ5134'THE DESCRIPTION SHOULD BE REVISED AS FOLLOWS--MARK IS 9 FEET EZ5134'SOUTHWEST OF FENCE, 2 FEET 9 INCHES SOUTHWEST OF TELEPHONE POLE AND EZ5134'10 FEET ENE OF 3-1/2 FOOT DIAMETER OAK TREE. EZ5134' EZ5134'METHOD 1933 AZ MARK FOUND GOOD. EZ5134' EZ5134'THIS MARK WAS FOUND GOOD AS DESCRIBED AND IS LOCATED ON THE NORTH EZ5134'SIDE OF THE CHAIN LINK FENCE ON RAILROAD RIGHT-OF-WAY. EZ5134 EZ5134 STATION RECOVERY (1991) EZ5134 EZ5134'RECOVERY NOTE BY US POWER SQUADRON 1991 (GS) EZ5134'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1027 *********************************************************************** EZ1027 DESIGNATION - MIDDLE EZ1027 PID - EZ1027 EZ1027 STATE/COUNTY- NC/WAKE EZ1027 USGS QUAD - LAKE WHEELER (1993) EZ1027 EZ1027 *CURRENT SURVEY CONTROL EZ1027 ___________________________________________________________________ EZ1027* NAD 83(1986)- 35 37 56.08215(N) 078 42 56.01392(W) ADJUSTED EZ1027* NAVD 88 - 79.634 (meters) 261.27 (feet) ADJUSTED EZ1027 ___________________________________________________________________ EZ1027 LAPLACE CORR- -5.24 (seconds) DEFLEC99 EZ1027 GEOID HEIGHT- -32.88 (meters) GEOID03 EZ1027 DYNAMIC HT - 79.564 (meters) 261.04 (feet) COMP EZ1027 MODELED GRAV- 979,757.4 (mgal) NAVD 88 EZ1027 EZ1027 HORZ ORDER - SECOND EZ1027 VERT ORDER - SECOND CLASS 0 EZ1027 EZ1027.The North Carolina HARNS have been completed but, EZ1027.due to contractual restrictions, coordinates for these stations EZ1027.will NOT be published in the near future. In the interim, the EZ1027.published coordinates in North Carolina will not be EZ1027.consistent with the Continuously Operating Reference Stations EZ1027.(CORS). The HARN coordinates for these stations are available EZ1027.upon request. Contact Gary Thompson(919-733-3836). EZ1027. EZ1027.In addition, the published North Carolina positions EZ1027.(NAD 83 (1986)) are NOT consistent with those determined in EZ1027.adjacent state readjustments. The discontinuity between stations EZ1027.located in North Carolina and those in adjacent states EZ1027.which have been adjusted to the HARN may be as much as 5 EZ1027.decimeters. This will result in a significant loss of accuracy EZ1027.over lines crossing such state borders. EZ1027 EZ1027 EZ1027.The horizontal coordinates were established by classical geodetic methods EZ1027.and adjusted by the National Geodetic Survey in July 1986. EZ1027 EZ1027.The orthometric height was determined by differential leveling EZ1027.and adjusted by the National Geodetic Survey in June 1991. EZ1027 EZ1027.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1027 EZ1027.The geoid height was determined by GEOID03. EZ1027 EZ1027.The dynamic height is computed by dividing the NAVD 88 EZ1027.geopotential number by the normal gravity value computed on the EZ1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1027.degrees latitude (g = 980.6199 gals.). EZ1027 EZ1027.The modeled gravity was interpolated from observed gravity values. EZ1027 EZ1027; North East Units Scale Factor Converg. EZ1027;SPC NC - 208,836.304 635,363.221 MT 0.99989458 +0 09 51.0 EZ1027;SPC NC - 685,157.11 2,084,520.83 sFT 0.99989458 +0 09 51.0 EZ1027;UTM 17 - 3,945,563.536 706,860.619 MT 1.00012734 +1 19 52.8 EZ1027 EZ1027! - Elev Factor x Scale Factor = Combined Factor EZ1027!SPC NC - 0.99999266 x 0.99989458 = 0.99988724 EZ1027!UTM 17 - 0.99999266 x 1.00012734 = 1.00012000 EZ1027 EZ1027: Primary Azimuth Mark Grid Az EZ1027:SPC NC - FLINT 216 16 17.7 EZ1027:UTM 17 - FLINT 215 06 15.9 EZ1027 EZ1027|---------------------------------------------------------------------| EZ1027| PID Reference Object Distance Geod. Az | EZ1027| dddmmss.s | EZ1027| EZ1028 FLINT APPROX. 0.8 KM 2162608.7 | EZ1027|---------------------------------------------------------------------| EZ1027 EZ1027 SUPERSEDED SURVEY CONTROL EZ1027 EZ1027 NAD 27 - 35 37 55.52582(N) 078 42 56.98480(W) AD( ) 2 EZ1027 NGVD 29 (??/??/92) 79.903 (m) 262.15 (f) ADJ UNCH 2 0 EZ1027 EZ1027.Superseded values are not recommended for survey control. EZ1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1027.See file dsdata.txt to determine how the superseded data were derived. EZ1027 EZ1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0686145564(NAD 83) EZ1027_MARKER: DE = TRAVERSE STATION DISK EZ1027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1027_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1027_STAMPING: MIDDLE 1967 EZ1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1027+STABILITY: SURFACE MOTION EZ1027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ1027+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2004 EZ1027 EZ1027 HISTORY - Date Condition Report By EZ1027 HISTORY - 1967 MONUMENTED NCGS EZ1027 HISTORY - 1973 GOOD NCGS EZ1027 HISTORY - 20040611 GOOD USPSQD EZ1027 EZ1027 STATION DESCRIPTION EZ1027 EZ1027'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1027'MIDDLE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ1027'THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ1027' EZ1027'MIDDLE IS LOCATED APPROXIMATELY 11.0 MILES SSW OF EZ1027'RALEIGH. STATION IS IN NORTHEAST QUADRANT FORMED BY BRIDGE OVER EZ1027'MIDDLE CREEK AND U.S. 401, ON EAST SHOULDER OF U.S. 401 NORTH EZ1027'BOUND LANE BETWEEN GUARD RAIL AND EAST EDGE OF PAVEMENT. EZ1027' EZ1027'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1027'MIDDLE 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1027'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ1027' EZ1027'MARK IS EZ1027' EZ1027'18.9 FT E OF C/L OF U.S. 401 N BOUND LANE EZ1027' EZ1027'19.5 FT NNE OF NE GUARD RAIL EZ1027' EZ1027'11.05 FT N OF END OF CONCRETE CURB EZ1027' EZ1027'10.8 FT NNW OF END OF METAL GUARD RAIL POST EZ1027' EZ1027'4.7 FT SW OF 2ND GUARD RAIL POST EZ1027 EZ1027 STATION RECOVERY (1973) EZ1027 EZ1027'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1027'5.8 MI ENE FROM FUQUAY VARINA. EZ1027'MIDDLE IS LOCATED APPROXIMATELY 11.0 MILES SSW OF CAPITOL SQUARE EZ1027'IN RALEIGH. TO REACH STATION FROM INTERSECTION OF U.S. 401, EZ1027'NC 55 AND NC 42 APPROXIMATELY 2.5 MILES ENE OF FUQUAY-VARINA, EZ1027'PROCEED NE ALONG U.S. 401 FOR 3.5 MILES TO BRIDGE OVER MIDDLE EZ1027'CREEK AND STATION ON RIGHT NEAR SE CORNER OF BRIDGE, 2.5 MILES EZ1027'SOUTH OF MC CULLERS CROSSROADS, 18.9 FT E OF C/L OF U.S. 401 EZ1027'NORTH BOUND LANE, 11.1 FT N OF END OF CONCRETE CURB, 19.5 FT NNE EZ1027'OF N END OF E BRIDGE RAIL, 4.7 FT SW OF 2ND GUARD RAIL POST, AND EZ1027'11.4 FT NNW OF END OF GUARD RAIL. DISK IS SET IN CONCRETE EZ1027'CYLINDER 3 INCHES BELOW THE SURFACE OF THE GROUND. EZ1027 EZ1027 STATION RECOVERY (2004) EZ1027 EZ1027'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN) EZ1027'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5135 *********************************************************************** EZ5135 DESIGNATION - MIGNON EZ5135 PID - EZ5135 EZ5135 STATE/COUNTY- NC/WAKE EZ5135 USGS QUAD - RALEIGH WEST (1988) EZ5135 EZ5135 *CURRENT SURVEY CONTROL EZ5135 ___________________________________________________________________ EZ5135* NAD 83(1986)- 35 47 16.29515(N) 078 40 05.41736(W) ADJUSTED EZ5135* NAVD 88 - 126.43 (+/-2cm) 414.8 (feet) VERTCON EZ5135 ___________________________________________________________________ EZ5135 LAPLACE CORR- -7.14 (seconds) DEFLEC99 EZ5135 GEOID HEIGHT- -32.76 (meters) GEOID03 EZ5135 EZ5135 HORZ ORDER - SECOND EZ5135 VERT ORDER - THIRD ? (See Below) EZ5135 EZ5135.The North Carolina HARNS have been completed but, EZ5135.due to contractual restrictions, coordinates for these stations EZ5135.will NOT be published in the near future. In the interim, the EZ5135.published coordinates in North Carolina will not be EZ5135.consistent with the Continuously Operating Reference Stations EZ5135.(CORS). The HARN coordinates for these stations are available EZ5135.upon request. Contact Gary Thompson(919-733-3836). EZ5135. EZ5135.In addition, the published North Carolina positions EZ5135.(NAD 83 (1986)) are NOT consistent with those determined in EZ5135.adjacent state readjustments. The discontinuity between stations EZ5135.located in North Carolina and those in adjacent states EZ5135.which have been adjusted to the HARN may be as much as 5 EZ5135.decimeters. This will result in a significant loss of accuracy EZ5135.over lines crossing such state borders. EZ5135 EZ5135 EZ5135.The horizontal coordinates were established by classical geodetic methods EZ5135.and adjusted by the National Geodetic Survey in July 1986. EZ5135 EZ5135.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5135.The vertical order pertains to the NGVD 29 superseded value. EZ5135 EZ5135.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5135 EZ5135.The geoid height was determined by GEOID03. EZ5135 EZ5135; North East Units Scale Factor Converg. EZ5135;SPC NC - 226,113.906 639,597.459 MT 0.99991626 +0 11 29.5 EZ5135;SPC NC - 741,842.04 2,098,412.66 sFT 0.99991626 +0 11 29.5 EZ5135;UTM 17 - 3,962,928.022 710,742.126 MT 1.00014730 +1 21 50.8 EZ5135 EZ5135! - Elev Factor x Scale Factor = Combined Factor EZ5135!SPC NC - 0.99998530 x 0.99991626 = 0.99990156 EZ5135!UTM 17 - 0.99998530 x 1.00014730 = 1.00013260 EZ5135 EZ5135 SUPERSEDED SURVEY CONTROL EZ5135 EZ5135 NAD 27 - 35 47 15.75276(N) 078 40 06.40413(W) AD( ) 2 EZ5135 NGVD 29 (07/19/86) 126.70 (m) 415.7 (f) LEVELING 3 EZ5135 EZ5135.Superseded values are not recommended for survey control. EZ5135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5135.See file dsdata.txt to determine how the superseded data were derived. EZ5135 EZ5135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1074262928(NAD 83) EZ5135_MARKER: DE = TRAVERSE STATION DISK EZ5135_SETTING: 0 = UNSPECIFIED SETTING EZ5135_STAMPING: MIGNON 1967 EZ5135_MARK LOGO: NCGS EZ5135_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ5135 EZ5135 HISTORY - Date Condition Report By EZ5135 HISTORY - 1967 MONUMENTED NCGS EZ5135 HISTORY - 1984 MARK NOT FOUND USPSQD EZ5135 HISTORY - 1985 MARK NOT FOUND USPSQD EZ5135 HISTORY - 20040520 MARK NOT FOUND USPSQD EZ5135 HISTORY - 20040613 MARK NOT FOUND USPSQD EZ5135 EZ5135 STATION DESCRIPTION EZ5135 EZ5135'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ5135'MIGNON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ5135'THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5135' EZ5135'MIGNON IS LOCATED APPROXIMATELY 1.8 MILES WEST OF RALEIGH EZ5135'CAPITOL SQUARE. TO REACH STATION PROCEED FROM CAPITOL SQUARE EZ5135'WEST ON HILLSBOROUGH STREET FOR 1.8 MILES TO STATION ON THE EZ5135'NORTH SIDE OF HILLSBOROUGH ST., IN SIDEWALK NEXT TO CURB AT T EZ5135'INTERSECTION OF HORNE ST. AND HILLSBOROUGH ST., APPROXIMATELY EZ5135'200 FT ENE OF STATE COLLEGE LIBRARY AND 15 FT SOUTH OF DOOR TO EZ5135'MIGNON RESTAURANT. EZ5135' EZ5135'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5135'MIGNON 1967, SET IN THE SIDEWALK FLUSH WITH THE SURFACE OF THE EZ5135'SIDEWALK. EZ5135' EZ5135'MARK IS EZ5135' EZ5135'14.7 FT W OF PP WITH ALUMINUM REF. TAG EZ5135' EZ5135'33.3 FT E OF PP WITH ALUMINUM REF. TAG EZ5135' EZ5135'17.1 FT SW OF FRONT DOOR TO MIGNON RESTAURANT EZ5135' EZ5135'2.0 FT SW OF WATER METER EZ5135' EZ5135'0.9 FT N OF S EDGE OF CURB EZ5135 EZ5135 STATION RECOVERY (1984) EZ5135 EZ5135'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGS) EZ5135'STATION DESTROYED. EZ5135' EZ5135'THE BRASS DISK IS GONE. THE ROD FROM THE BACK OF THE BRASS DISK EZ5135'IS STILL THERE PROTRUDING ABOUT 1 INCH ABOVE THE CONCRETE SIDEWALK. EZ5135' EZ5135'THE NAME OF THE RESTAURANT IN THE DESCRIPTION AND THE REFERENCES EZ5135'SHOULD BE CHANGED TO BAXLEYS RESTAURANT, ALSO THE POWER POLES EZ5135'ARE THERE BUT THE ALUMINUM REFERENCE TAGS ARE NO LONGER IN PLACE. EZ5135 EZ5135 STATION RECOVERY (1985) EZ5135 EZ5135'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) EZ5135'MARK NOT FOUND. EZ5135 EZ5135 STATION RECOVERY (2004) EZ5135 EZ5135'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ5135'MARK NOT FOUND. EZ5135 EZ5135 STATION RECOVERY (2004) EZ5135 EZ5135'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN) EZ5135'NOW STARBUCKS 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4430 *********************************************************************** EZ4430 DESIGNATION - MILES EZ4430 PID - EZ4430 EZ4430 STATE/COUNTY- NC/WAKE EZ4430 USGS QUAD - ZEBULON (1981) EZ4430 EZ4430 *CURRENT SURVEY CONTROL EZ4430 ___________________________________________________________________ EZ4430* NAD 83(1986)- 35 51 02.37484(N) 078 17 08.29941(W) ADJUSTED EZ4430* NAVD 88 - 92.6 (meters) 304. (feet) VERTCON EZ4430 ___________________________________________________________________ EZ4430 LAPLACE CORR- -3.65 (seconds) DEFLEC99 EZ4430 GEOID HEIGHT- -34.06 (meters) GEOID03 EZ4430 EZ4430 HORZ ORDER - SECOND EZ4430 EZ4430.The North Carolina HARNS have been completed but, EZ4430.due to contractual restrictions, coordinates for these stations EZ4430.will NOT be published in the near future. In the interim, the EZ4430.published coordinates in North Carolina will not be EZ4430.consistent with the Continuously Operating Reference Stations EZ4430.(CORS). The HARN coordinates for these stations are available EZ4430.upon request. Contact Gary Thompson(919-733-3836). EZ4430. EZ4430.In addition, the published North Carolina positions EZ4430.(NAD 83 (1986)) are NOT consistent with those determined in EZ4430.adjacent state readjustments. The discontinuity between stations EZ4430.located in North Carolina and those in adjacent states EZ4430.which have been adjusted to the HARN may be as much as 5 EZ4430.decimeters. This will result in a significant loss of accuracy EZ4430.over lines crossing such state borders. EZ4430 EZ4430 EZ4430.The horizontal coordinates were established by classical geodetic methods EZ4430.and adjusted by the National Geodetic Survey in July 1986. EZ4430 EZ4430.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4430 EZ4430.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4430 EZ4430.The geoid height was determined by GEOID03. EZ4430 EZ4430; North East Units Scale Factor Converg. EZ4430;SPC NC - 233,263.398 674,126.625 MT 0.99992711 +0 24 44.3 EZ4430;SPC NC - 765,298.33 2,211,697.10 sFT 0.99992711 +0 24 44.3 EZ4430;UTM 17 - 3,970,786.794 745,128.370 MT 1.00034048 +1 35 25.9 EZ4430 EZ4430! - Elev Factor x Scale Factor = Combined Factor EZ4430!SPC NC - 0.99999081 x 0.99992711 = 0.99991792 EZ4430!UTM 17 - 0.99999081 x 1.00034048 = 1.00033129 EZ4430 EZ4430: Primary Azimuth Mark Grid Az EZ4430:SPC NC - DURWOOD 222 16 37.1 EZ4430:UTM 17 - DURWOOD 221 05 55.5 EZ4430 EZ4430|---------------------------------------------------------------------| EZ4430| PID Reference Object Distance Geod. Az | EZ4430| dddmmss.s | EZ4430| EZ4431 DURWOOD APPROX. 2.3 KM 2224121.4 | EZ4430|---------------------------------------------------------------------| EZ4430 EZ4430 SUPERSEDED SURVEY CONTROL EZ4430 EZ4430 NAD 27 - 35 51 01.82244(N) 078 17 09.30925(W) AD( ) 2 EZ4430 NGVD 29 (07/19/86) 92.9 (m) 305. (f) VERT ANG EZ4430 EZ4430.Superseded values are not recommended for survey control. EZ4430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4430.See file dsdata.txt to determine how the superseded data were derived. EZ4430 EZ4430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4512870787(NAD 83) EZ4430_MARKER: DE = TRAVERSE STATION DISK EZ4430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4430_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4430_MAGNETIC: N = NO MAGNETIC MATERIAL EZ4430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4430+STABILITY: SURFACE MOTION EZ4430 EZ4430 HISTORY - Date Condition Report By EZ4430 HISTORY - 1976 MONUMENTED NCGS EZ4430 EZ4430 STATION DESCRIPTION EZ4430 EZ4430'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ4430'MILES IS A N.C. GEODETIC SURVEY TRAVERSE STATION LOCATED EZ4430'APPROXIMATELY 2.4 MILES NORTHEAST OF ZEBULON, NORTH CAROLINA. EZ4430' EZ4430'TO REACH STATION FROM THE US 64 UNDERPASS OF NC 39 NORTHEAST OF EZ4430'ZEBULON, PROCEED WESTERLY ALONG US 64 FOR 1.25 MILES TO THE SR 2337 EZ4430'OVERPASS AND STATION ON LEFT. EZ4430' EZ4430'STATION MARK IS A STANDARD BRASS DISK, STAMPED---MILES 1976---, SET IN EZ4430'THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE EZ4430'SURFACE OF THE GROUND. THE MARK IS 18.3 FEET SOUTH-SOUTHWEST OF THE EZ4430'CENTERLINE OF SR 2337, 19.3 FEET SOUTHEAST OF CENTER OF SOUTHEAST END EZ4430'OF SOUTHWEST CONCRETE BRIDGE RAIL, 108.6 FEET NORTHWEST OF SOUTHEAST EZ4430'END OF SOUTHWEST METAL GUARD RAIL, 9.1 FEET EAST OF RIGHT-OF-WAY FENCE EZ4430'BRACE POST WITH ALUMINUM TAG, 9.6 FEET NORTH-NORTHEAST OF RIGHT-OF- EZ4430'WAY FENCE POST WITH ALUMINUM TAG, AND 43.8 FEET NORTH OF RIGHT-OF-WAY EZ4430'CORNER FENCE POST WITH ALUMINUM TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0877 *********************************************************************** EZ0877 DESIGNATION - MILL EZ0877 PID - EZ0877 EZ0877 STATE/COUNTY- NC/WAKE EZ0877 USGS QUAD - BAYLEAF (1987) EZ0877 EZ0877 *CURRENT SURVEY CONTROL EZ0877 ___________________________________________________________________ EZ0877* NAD 83(1986)- 35 59 19.60353(N) 078 41 35.02064(W) ADJUSTED EZ0877* NAVD 88 - 127.421 (meters) 418.05 (feet) ADJUSTED EZ0877 ___________________________________________________________________ EZ0877 LAPLACE CORR- -6.79 (seconds) DEFLEC99 EZ0877 GEOID HEIGHT- -32.15 (meters) GEOID03 EZ0877 DYNAMIC HT - 127.315 (meters) 417.70 (feet) COMP EZ0877 MODELED GRAV- 979,799.7 (mgal) NAVD 88 EZ0877 EZ0877 HORZ ORDER - SECOND EZ0877 VERT ORDER - SECOND CLASS 0 EZ0877 EZ0877.The North Carolina HARNS have been completed but, EZ0877.due to contractual restrictions, coordinates for these stations EZ0877.will NOT be published in the near future. In the interim, the EZ0877.published coordinates in North Carolina will not be EZ0877.consistent with the Continuously Operating Reference Stations EZ0877.(CORS). The HARN coordinates for these stations are available EZ0877.upon request. Contact Gary Thompson(919-733-3836). EZ0877. EZ0877.In addition, the published North Carolina positions EZ0877.(NAD 83 (1986)) are NOT consistent with those determined in EZ0877.adjacent state readjustments. The discontinuity between stations EZ0877.located in North Carolina and those in adjacent states EZ0877.which have been adjusted to the HARN may be as much as 5 EZ0877.decimeters. This will result in a significant loss of accuracy EZ0877.over lines crossing such state borders. EZ0877 EZ0877 EZ0877.The horizontal coordinates were established by classical geodetic methods EZ0877.and adjusted by the National Geodetic Survey in July 1986. EZ0877 EZ0877.The orthometric height was determined by differential leveling EZ0877.and adjusted by the National Geodetic Survey in June 1991. EZ0877 EZ0877.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0877 EZ0877.The geoid height was determined by GEOID03. EZ0877 EZ0877.The dynamic height is computed by dividing the NAVD 88 EZ0877.geopotential number by the normal gravity value computed on the EZ0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0877.degrees latitude (g = 980.6199 gals.). EZ0877 EZ0877.The modeled gravity was interpolated from observed gravity values. EZ0877 EZ0877; North East Units Scale Factor Converg. EZ0877;SPC NC - 248,398.460 637,278.582 MT 0.99995521 +0 10 37.8 EZ0877;SPC NC - 814,953.95 2,090,804.81 sFT 0.99995521 +0 10 37.8 EZ0877;UTM 17 - 3,985,164.867 707,965.890 MT 1.00013295 +1 21 22.0 EZ0877 EZ0877! - Elev Factor x Scale Factor = Combined Factor EZ0877!SPC NC - 0.99998505 x 0.99995521 = 0.99994026 EZ0877!UTM 17 - 0.99998505 x 1.00013295 = 1.00011800 EZ0877 EZ0877: Primary Azimuth Mark Grid Az EZ0877:SPC NC - BALL 272 40 04.4 EZ0877:UTM 17 - BALL 271 29 20.2 EZ0877 EZ0877|---------------------------------------------------------------------| EZ0877| PID Reference Object Distance Geod. Az | EZ0877| dddmmss.s | EZ0877| EZ0876 SAW 337.269 METERS 10114 | EZ0877| EZ0878 BALL 440.059 METERS 2725042.2 | EZ0877|---------------------------------------------------------------------| EZ0877 EZ0877 SUPERSEDED SURVEY CONTROL EZ0877 EZ0877 NAD 27 - 35 59 19.07652(N) 078 41 35.99996(W) AD( ) 2 EZ0877 NGVD 29 (03/05/92) 127.690 (m) 418.93 (f) ADJUSTED 2 0 EZ0877 EZ0877.Superseded values are not recommended for survey control. EZ0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0877.See file dsdata.txt to determine how the superseded data were derived. EZ0877 EZ0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0796685165(NAD 83) EZ0877_STAMPING: MILL 1971 EZ0877_MARK LOGO: NCGS EZ0877_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ0877 EZ0877 HISTORY - Date Condition Report By EZ0877 HISTORY - 1971 FIRST OBSERVED NCGS EZ0877 HISTORY - 1972 GOOD NCGS EZ0877 HISTORY - 1977 GOOD NCGS EZ0877 HISTORY - 1977 GOOD NCGS EZ0877 HISTORY - 1977 GOOD NGS EZ0877 HISTORY - 19850101 SEE DESCRIPTION NCGS EZ0877 EZ0877 STATION DESCRIPTION EZ0877 EZ0877'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA) EZ0877'MILL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0877'VICINITY OF RALEIGH, NORTH CAROLINA. EZ0877' EZ0877'MILL IS LOCATED APPROXIMATELY 14.6 MILES NORTH OF RALEIGH AND 1.8 EZ0877'MILES SSW OF NEUSE RIVER BRIDGE ON NC 50. TO REACH STATION PROCEED EZ0877'FROM THE INTERSECTION OF NC 98 AND NC 50. GO WEST ALONG NC 98 FOR EZ0877'0.4 MILE TO STATION ON RIGHT (N SIDE OF NC 98) AT SOUTH SIDE OF EZ0877'SAWMILL. AND 0.15 MILE EAST OF INTERSECTION OF NC 98 AND SR 1831. EZ0877' EZ0877'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED MILL EZ0877'1971, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EZ0877'FLUSH WITH THE GROUND. EZ0877' EZ0877'MARK IS EZ0877'24.9 FEET N OF C/L OF NC 98. EZ0877'77.7 FEET ESE OF ALUMINUM REF. TAG ON TP W/JUNCTION BOX NO. 6. EZ0877'23.6 FEET W OF ALUMINUM REF. TAG ON FENCE POST. EZ0877'9.0 FEET W OF ALUMINUM REF. TAG ON FENCE POST. EZ0877 EZ0877 STATION RECOVERY (1972) EZ0877 EZ0877'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0877'14.6 MI N FROM RALEIGH. EZ0877'STATION IS 1.8 MILES SSW OF NEUSE RIVER BRIDGE ON NC 50, FROM EZ0877'INTERSECTION OF NC 98 AND NC 50 GO W ALONG NC 98 FOR 0.4 MILE TO EZ0877'STATION ON RIGHT (N SIDE OF NC 98), AT S SIDE OF SAWMILL, AND 0.15 EZ0877'MILE E OF INTERSECTION OF NC 98 AND SR 1831, 24.9 FT N OF C/L OF EZ0877'NC 98, 77.7 FT ESE OF ALUM. REF. TAG ON TP W/JUNCTION BOX 6, EZ0877'23.6 FT W OF ALUM. REF. TAG ON FENCE POST AND 9.0 FT W OF ALUM. EZ0877'REF. TAG ON FENCE POST. STATION IS FLUSH WITH THE GROUND. EZ0877 EZ0877 STATION RECOVERY (1977) EZ0877 EZ0877'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (HGG) EZ0877'THE STATION WAS RECOVERED IN GOOD CONDITION. A COMPLETE NEW EZ0877'DESCRIPTION FOLLOWS. EZ0877' EZ0877'THE STATION IS LOCATED APPROXIAMETLY 4.1 MILES NORTHWEST OF BAYLEAF EZ0877'COMMUNITY AND 9.3 MILES SOUTH OF CREEDMOOR. EZ0877' EZ0877'TO REACH THE STATION FROM THE INTERSECTION OF NC 98 AND NC 50 NORTH OF EZ0877'RALEIGH, PROCEED WEST ALONG NC 98 FOR 0.4 MILE TO STATION ON RIGHT AT EZ0877'SOUTH SIDE OF SAWMILL, 0.15 MILE EAST OF INTERSECTION WITH SR 1831. EZ0877' EZ0877'STATION MARK IS A STANDARD DISK STAMPED---MILL 1971---, SET IN THE TOP EZ0877'OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. THE EZ0877'MARK IS 24.9 FEET NORTH OF THE CENTERLINE OF NC 98, 77.7 FEET EZ0877'EAST-SOUTHEAST OF TELEPHONE POLE WITH JUNCTION BOX AND REFERENCE TAG, EZ0877'77.6 FEET NORTH OF A 10 INCH PINE, 117.1 FEET WEST-NORTHWEST OF THE EZ0877'CENTERLINE INTERSECTION OF NC 98 AND DIRT FIELD ROAD AND 119.8 FEET EZ0877'NORTHWEST OF A STEEL AXLE PROPERTY CORNER. EZ0877 EZ0877 STATION RECOVERY (1977) EZ0877 EZ0877'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 EZ0877'STATION IS LOCATED APPROXIMATELY 4.1 MILES NORTHWEST OF BAYLEAF EZ0877'COMMUNITY. TO REACH STATION FROM INTERSECTION OF NC 98 AND NC 50 NORTH EZ0877'OF RALEIGH, PROCEED WEST ALONG NC 98 FOR 0.4 MILE TO STATION ON RIGHT EZ0877'AT SOUTH SIDE OF SAWMILL, 0.15 MILE EAST OF INTERSECTION WITH SR 1831, EZ0877'24.9 FT. NORTH OF CENTERLINE OF NC 98, 77.7 FT. EAST SOUTHEAST OF EZ0877'TELEPHONE POLE WITH JUNCTION BOX AND ALUMINUM REF. TAG, 77.6 FT. NORTH EZ0877'OF 10 INCH PINE, 117.1 FT. WEST NORTHWEST OF CENTERLINE OF EZ0877'INTERSECTION OF NC 98 AND DIRT FIELD ROAD AND 119.8 FT. NORTHWEST OF A EZ0877'STEEL AXLE PROPERTY CORNER. EZ0877 EZ0877 STATION RECOVERY (1977) EZ0877 EZ0877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 EZ0877'RECOVERED IN GOOD CONDITION. EZ0877 EZ0877 STATION RECOVERY (1985) EZ0877 EZ0877'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0877'MARK WAS SEARCHED FOR BUT NOT FOUND. NC 98 HAS BEEN WIDENED AND EZ0877'REWORKED. ALL REFERENCES ARE GONE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2402 *********************************************************************** EZ2402 DESIGNATION - MILLPOND EZ2402 PID - EZ2402 EZ2402 STATE/COUNTY- NC/WAKE EZ2402 USGS QUAD - ROLESVILLE (1993) EZ2402 EZ2402 *CURRENT SURVEY CONTROL EZ2402 ___________________________________________________________________ EZ2402* NAD 83(1986)- 35 54 51.92553(N) 078 22 59.94567(W) ADJUSTED EZ2402* NAVD 88 - 98.814 (meters) 324.19 (feet) ADJUSTED EZ2402 ___________________________________________________________________ EZ2402 LAPLACE CORR- -6.27 (seconds) DEFLEC99 EZ2402 GEOID HEIGHT- -33.63 (meters) GEOID03 EZ2402 DYNAMIC HT - 98.728 (meters) 323.91 (feet) COMP EZ2402 MODELED GRAV- 979,762.2 (mgal) NAVD 88 EZ2402 EZ2402 HORZ ORDER - SECOND EZ2402 VERT ORDER - SECOND CLASS II EZ2402 EZ2402.The North Carolina HARNS have been completed but, EZ2402.due to contractual restrictions, coordinates for these stations EZ2402.will NOT be published in the near future. In the interim, the EZ2402.published coordinates in North Carolina will not be EZ2402.consistent with the Continuously Operating Reference Stations EZ2402.(CORS). The HARN coordinates for these stations are available EZ2402.upon request. Contact Gary Thompson(919-733-3836). EZ2402. EZ2402.In addition, the published North Carolina positions EZ2402.(NAD 83 (1986)) are NOT consistent with those determined in EZ2402.adjacent state readjustments. The discontinuity between stations EZ2402.located in North Carolina and those in adjacent states EZ2402.which have been adjusted to the HARN may be as much as 5 EZ2402.decimeters. This will result in a significant loss of accuracy EZ2402.over lines crossing such state borders. EZ2402 EZ2402 EZ2402.The horizontal coordinates were established by classical geodetic methods EZ2402.and adjusted by the National Geodetic Survey in July 1986. EZ2402 EZ2402.The orthometric height was determined by differential leveling EZ2402.and adjusted by the National Geodetic Survey in June 1991. EZ2402 EZ2402.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2402 EZ2402.The geoid height was determined by GEOID03. EZ2402 EZ2402.The dynamic height is computed by dividing the NAVD 88 EZ2402.geopotential number by the normal gravity value computed on the EZ2402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2402.degrees latitude (g = 980.6199 gals.). EZ2402 EZ2402.The modeled gravity was interpolated from observed gravity values. EZ2402 EZ2402; North East Units Scale Factor Converg. EZ2402;SPC NC - 240,278.698 665,259.798 MT 0.99993936 +0 21 21.3 EZ2402;SPC NC - 788,314.36 2,182,606.52 sFT 0.99993936 +0 21 21.3 EZ2402;UTM 17 - 3,977,620.771 736,115.652 MT 1.00028702 +1 32 08.1 EZ2402 EZ2402! - Elev Factor x Scale Factor = Combined Factor EZ2402!SPC NC - 0.99998977 x 0.99993936 = 0.99992913 EZ2402!UTM 17 - 0.99998977 x 1.00028702 = 1.00027679 EZ2402 EZ2402 SUPERSEDED SURVEY CONTROL EZ2402 EZ2402 NAD 27 - 35 54 51.37281(N) 078 23 00.95305(W) AD( ) 2 EZ2402 NGVD 29 (??/??/92) 99.094 (m) 325.11 (f) ADJ UNCH 2 2 EZ2402 EZ2402.Superseded values are not recommended for survey control. EZ2402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2402.See file dsdata.txt to determine how the superseded data were derived. EZ2402 EZ2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3611677621(NAD 83) EZ2402_MARKER: DE = TRAVERSE STATION DISK EZ2402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2402_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2402_STAMPING: MILLPOND 1976 EZ2402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2402+STABILITY: SURFACE MOTION EZ2402_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ2402+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2004 EZ2402 EZ2402 HISTORY - Date Condition Report By EZ2402 HISTORY - 1976 MONUMENTED NCGS EZ2402 HISTORY - 1976 GOOD NCGS EZ2402 HISTORY - 20041130 GOOD USPSQD EZ2402 EZ2402 STATION DESCRIPTION EZ2402 EZ2402'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2402'MILLPOND IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2402'IN THE VICINITY OF ROLESVILLE, NORTH CAROLINA. EZ2402' EZ2402'MILLPOND IS LOCATED APPROXIMATELY 4.2 MILES EAST OF ROLESVILLE EZ2402'AND 7.3 MILES NNW OF ZEBULON. TO REACH STATION FROM INTERSECTION EZ2402'OF NC 96 WITH U.S. 401 2.7 MILES NORTHEAST OF ROLESVILLE, PROCEED EZ2402'SOUTHEAST ALONG NC 96 FOR 3.3 MILES TO SR 2224 (SW) AND STATION ON EZ2402'RIGHT IN SOUTHERNMOST QUADRANT OF THE T INTERSECTION AND EZ2402'APPROXIMATELY 100 FEET NNW OF LITTLE RIVER GROCERY STORE. EZ2402' EZ2402'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2402'MILLPOND 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2402'WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND. EZ2402' EZ2402'MARK IS 22.3 FT SW OF C/L OF NC 96 EZ2402' EZ2402'33.5 FT SE OF C/L OF SR 2224 EZ2402' EZ2402'38.8 FT S OF RAILROAD SPIKE AT C/L T INTERSECTION EZ2402' EZ2402'52.9 FT ENE OF TELEPHONE PEDESTAL 2224R140E EZ2402' EZ2402'85.5 FT NNW OF POWER POLE 04-67-020 WITH TRANSFORMER AND EZ2402'ALUMINUM REF. TAG EZ2402 EZ2402 STATION RECOVERY (1976) EZ2402 EZ2402'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2402'4.2 MI E FROM ROLESVILLE. EZ2402'TO REACH STATION FROM INTERSECTION OF NC 96 WITH US 401 NORTHEAST OF EZ2402'ROLESVILLE, PROCEED SOUTHEAST ALONG NC 96 FOR 3.3 MILES TO SR 2224 EZ2402'(SW) AND STATION ON RIGHT IN SOUTHERNMOST QUADRANT OF THE T EZ2402'INTERSECTION AND APPROXIMATELY 100 FEET NNW OF LITTLE RIVER GROCERY EZ2402'STORE. 22.3 FT. SW OF CENTERLINE OF NC 96, 33.5 FT. SE OF CENTERLINE EZ2402'OF SR 2224, 38.8 FT. S OF RAILROAD SPIKE AT CENTERLINE OF T EZ2402'INTERSECTION, 52.9 FT. ENE OF TELEPHONE PEDESTAL NO. 2224R140E AND EZ2402'85.5 FT. NNW OF POWER POLE NO. 04-67-020 WITH TRANSFORMER AND ALUMINUM EZ2402'REF. TAG. DISK IS SET IN CONCRETE CYLINDER, 4 INCHES BELOW THE EZ2402'SURFACE OF THE GROUND. EZ2402 EZ2402 STATION RECOVERY (2004) EZ2402 EZ2402'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ2402'RECOVERED AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1131 *********************************************************************** EZ1131 DESIGNATION - MILLS EZ1131 PID - EZ1131 EZ1131 STATE/COUNTY- NC/WAKE EZ1131 USGS QUAD - NEW HILL (1983) EZ1131 EZ1131 *CURRENT SURVEY CONTROL EZ1131 ___________________________________________________________________ EZ1131* NAD 83(1986)- 35 44 43.35705(N) 078 54 24.55495(W) ADJUSTED EZ1131* NAVD 88 - 96.380 (meters) 316.21 (feet) ADJUSTED EZ1131 ___________________________________________________________________ EZ1131 LAPLACE CORR- -5.97 (seconds) DEFLEC99 EZ1131 GEOID HEIGHT- -31.98 (meters) GEOID03 EZ1131 DYNAMIC HT - 96.298 (meters) 315.94 (feet) COMP EZ1131 MODELED GRAV- 979,774.7 (mgal) NAVD 88 EZ1131 EZ1131 HORZ ORDER - SECOND EZ1131 VERT ORDER - SECOND CLASS II EZ1131 EZ1131.The North Carolina HARNS have been completed but, EZ1131.due to contractual restrictions, coordinates for these stations EZ1131.will NOT be published in the near future. In the interim, the EZ1131.published coordinates in North Carolina will not be EZ1131.consistent with the Continuously Operating Reference Stations EZ1131.(CORS). The HARN coordinates for these stations are available EZ1131.upon request. Contact Gary Thompson(919-733-3836). EZ1131. EZ1131.In addition, the published North Carolina positions EZ1131.(NAD 83 (1986)) are NOT consistent with those determined in EZ1131.adjacent state readjustments. The discontinuity between stations EZ1131.located in North Carolina and those in adjacent states EZ1131.which have been adjusted to the HARN may be as much as 5 EZ1131.decimeters. This will result in a significant loss of accuracy EZ1131.over lines crossing such state borders. EZ1131 EZ1131 EZ1131.The horizontal coordinates were established by classical geodetic methods EZ1131.and adjusted by the National Geodetic Survey in July 1986. EZ1131 EZ1131.The orthometric height was determined by differential leveling EZ1131.and adjusted by the National Geodetic Survey in June 1991. EZ1131 EZ1131.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1131 EZ1131.The geoid height was determined by GEOID03. EZ1131 EZ1131.The dynamic height is computed by dividing the NAVD 88 EZ1131.geopotential number by the normal gravity value computed on the EZ1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1131.degrees latitude (g = 980.6199 gals.). EZ1131 EZ1131.The modeled gravity was interpolated from observed gravity values. EZ1131 EZ1131; North East Units Scale Factor Converg. EZ1131;SPC NC - 221,354.471 618,028.759 MT 0.99990961 +0 03 13.6 EZ1131;SPC NC - 726,227.13 2,027,649.35 sFT 0.99990961 +0 03 13.6 EZ1131;UTM 17 - 3,957,727.869 689,271.317 MT 1.00004146 +1 13 23.4 EZ1131 EZ1131! - Elev Factor x Scale Factor = Combined Factor EZ1131!SPC NC - 0.99998989 x 0.99990961 = 0.99989950 EZ1131!UTM 17 - 0.99998989 x 1.00004146 = 1.00003135 EZ1131 EZ1131: Primary Azimuth Mark Grid Az EZ1131:SPC NC - TIMBER 082 00 17.5 EZ1131:UTM 17 - TIMBER 080 50 07.7 EZ1131 EZ1131|---------------------------------------------------------------------| EZ1131| PID Reference Object Distance Geod. Az | EZ1131| dddmmss.s | EZ1131| EZ5351 TIMBER APPROX. 0.6 KM 0820331.1 | EZ1131|---------------------------------------------------------------------| EZ1131 EZ1131 SUPERSEDED SURVEY CONTROL EZ1131 EZ1131 NAD 27 - 35 44 42.81418(N) 078 54 25.52617(W) AD( ) 2 EZ1131 NGVD 29 (??/??/92) 96.631 (m) 317.03 (f) ADJ UNCH 2 2 EZ1131 EZ1131.Superseded values are not recommended for survey control. EZ1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1131.See file dsdata.txt to determine how the superseded data were derived. EZ1131 EZ1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8927157728(NAD 83) EZ1131_MARKER: DE = TRAVERSE STATION DISK EZ1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1131_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1131_STAMPING: MILLS 1974 EZ1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1131+STABILITY: SURFACE MOTION EZ1131 EZ1131 HISTORY - Date Condition Report By EZ1131 HISTORY - 1961 MONUMENTED NCGS EZ1131 HISTORY - 1974 GOOD NCGS EZ1131 EZ1131 STATION DESCRIPTION EZ1131 EZ1131'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ1131'MILLS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1131'IN THE VICINITY OF DURHAM, NORTH CAROLINA. EZ1131' EZ1131'MILLS IS LOCATED APPROXIMATELY 4.6 MILES NORTH OF NEW HILL EZ1131'AND 3.5 MILES NORTHWEST OF APEX, N. C. TO REACH STATION EZ1131'PROCEED FROM THE INTERSECTION OF U.S 64 AND NC 55 WEST ON EZ1131'U.S. 64 FOR 1.7 MILES TO STATION. THE STATION IS LOCATED ON EZ1131'THE SOUTH SHOULDER OF U.S. 64 NORTH, ABOUT 200 YARDS EAST OF EZ1131'YARBOUGH PURE OIL SERVICE STATION. EZ1131' EZ1131'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1131'MILLS 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1131'WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND. EZ1131' EZ1131'MARK IS EZ1131' EZ1131'14.3 FT S OF C/L OF U.S. 64 EZ1131' EZ1131'67.5 FT S OF PP 85 WITH ALUMINUM REF. TAG EZ1131' EZ1131'69.1 FT NW OF NORTHERNMOST POST OF A 6 POST SIGN WITH EZ1131'ALUMINUM REFERENCE TAG EZ1131 EZ1131 STATION RECOVERY (1974) EZ1131 EZ1131'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 EZ1131'3.3 MI WNW FROM APEX. EZ1131'TO REACH STATION FROM THE U.S. 64 UNDERPASS OF NC 55 NW OF APEX, EZ1131'PROCEED WEST ALONG U.S. 64 FOR 1.8 MILES TO STATION ON LEFT IN EZ1131'SOUTH SHOULDER, 0.55 MILE EAST OF INTERSECTION WITH SR 1601, AND EZ1131'APPROXIMATELY 500 FEET EAST OF DARRELLS 76 SERVICE STATION, 14.3 EZ1131'FT SOUTH OF C/L U.S. 64, 4.2 FT SOUTH OF SOUTH EDGE OF HIGHWAY, EZ1131'49.0 FT SSW OF CENTER OF UNDERGROUND CABLE WARNING BOX, 69.0 FT EZ1131'WNW OF NORTHERNMOST POST OF LARGE BILLBOARD WITH ALUMINUM REF. EZ1131'TAG, AND 68.5 FT WNW OF SERVICE POLE WITH ALUMINUM REF. TAG. DISK EZ1131'IS SET IN TOP OF CONCRETE CYLINDER, 4 INCHES BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6578 *********************************************************************** EZ6578 DESIGNATION - MILLSIX EZ6578 PID - EZ6578 EZ6578 STATE/COUNTY- NC/WAKE EZ6578 USGS QUAD - RALEIGH WEST (1988) EZ6578 EZ6578 *CURRENT SURVEY CONTROL EZ6578 ___________________________________________________________________ EZ6578* NAD 83(1986)- 35 51 22.77575(N) 078 38 28.79638(W) ADJUSTED EZ6578* NAVD 88 - 136.290 (meters) 447.14 (feet) ADJUSTED EZ6578 ___________________________________________________________________ EZ6578 LAPLACE CORR- -7.12 (seconds) DEFLEC99 EZ6578 GEOID HEIGHT- -32.71 (meters) GEOID03 EZ6578 DYNAMIC HT - 136.174 (meters) 446.76 (feet) COMP EZ6578 MODELED GRAV- 979,782.9 (mgal) NAVD 88 EZ6578 EZ6578 HORZ ORDER - SECOND EZ6578 VERT ORDER - SECOND CLASS II EZ6578 EZ6578.The North Carolina HARNS have been completed but, EZ6578.due to contractual restrictions, coordinates for these stations EZ6578.will NOT be published in the near future. In the interim, the EZ6578.published coordinates in North Carolina will not be EZ6578.consistent with the Continuously Operating Reference Stations EZ6578.(CORS). The HARN coordinates for these stations are available EZ6578.upon request. Contact Gary Thompson(919-733-3836). EZ6578. EZ6578.In addition, the published North Carolina positions EZ6578.(NAD 83 (1986)) are NOT consistent with those determined in EZ6578.adjacent state readjustments. The discontinuity between stations EZ6578.located in North Carolina and those in adjacent states EZ6578.which have been adjusted to the HARN may be as much as 5 EZ6578.decimeters. This will result in a significant loss of accuracy EZ6578.over lines crossing such state borders. EZ6578 EZ6578 EZ6578.The horizontal coordinates were established by classical geodetic methods EZ6578.and adjusted by the National Geodetic Survey in December 1992. EZ6578 EZ6578.The orthometric height was determined by differential leveling EZ6578.and adjusted by the National Geodetic Survey in September 1998. EZ6578 EZ6578.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6578 EZ6578.The geoid height was determined by GEOID03. EZ6578 EZ6578.The dynamic height is computed by dividing the NAVD 88 EZ6578.geopotential number by the normal gravity value computed on the EZ6578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6578.degrees latitude (g = 980.6199 gals.). EZ6578 EZ6578.The modeled gravity was interpolated from observed gravity values. EZ6578 EZ6578; North East Units Scale Factor Converg. EZ6578;SPC NC - 233,718.488 641,996.178 MT 0.99992815 +0 12 25.2 EZ6578;SPC NC - 766,791.41 2,106,282.46 sFT 0.99992815 +0 12 25.2 EZ6578;UTM 17 - 3,970,581.917 712,985.071 MT 1.00015900 +1 22 55.6 EZ6578 EZ6578! - Elev Factor x Scale Factor = Combined Factor EZ6578!SPC NC - 0.99998374 x 0.99992815 = 0.99991189 EZ6578!UTM 17 - 0.99998374 x 1.00015900 = 1.00014274 EZ6578 EZ6578 SUPERSEDED SURVEY CONTROL EZ6578 EZ6578 NGVD 29 (12/28/92) 136.57 (m) 448.1 (f) LEVELING 3 EZ6578 EZ6578.Superseded values are not recommended for survey control. EZ6578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6578.See file dsdata.txt to determine how the superseded data were derived. EZ6578 EZ6578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1298570582(NAD 83) EZ6578_MARKER: DH = HORIZONTAL CONTROL DISK EZ6578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6578_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6578_STAMPING: MILLSIX 1985 EZ6578_MARK LOGO: NCGS EZ6578_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6578+STABILITY: SURFACE MOTION EZ6578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6578+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2004 EZ6578 EZ6578 HISTORY - Date Condition Report By EZ6578 HISTORY - 1985 MONUMENTED NCGS EZ6578 HISTORY - 19870101 GOOD NCGS EZ6578 HISTORY - 20040607 GOOD USPSQD EZ6578 HISTORY - 20041231 GOOD GEOCAC EZ6578 EZ6578 STATION DESCRIPTION EZ6578 EZ6578'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ6578'THE STATION IS LOCATED IN NORTH RALEIGH. EZ6578' EZ6578'ALONG SIX FORKS ROAD, 2.6 KM (1.6 MI) NORTH FROM THE OVERPASS BRIDGE EZ6578'OF THE BELTLINE, AT THE INTERSECTION WITH MILLBROOK ROAD, IN THE EZ6578'NORTHWEST QUADRANT OF THE CROSSROADS. EZ6578' EZ6578'THE STATION IS A STANDARD NCGS DISK STAMPED---MILLSIX 1985---, EZ6578'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6578'25 CM IN DIAMETER RECESSED 2 CM BELOW GROUND. LOCATED EZ6578'1.1 METER (3.6 FT) WEST-NORTHWEST OF THE WEST CURB OF SIX FORKS, EZ6578'4.9 METERS (16.0 FT) NORTH-NORTHEAST OF THE NORTH CURB OF MILLBROOK, EZ6578'21.3 METERS (69.8 FT) NORTH OF THE CENTERLINE INTERSECTION OF THE EZ6578'CROSSROADS, EZ6578'0.7 METERS (2.4 FT) EAST-SOUTHEAST OF THE EAST FACE OF A BANK SIGN, EZ6578'9.3 METERS (30.5 FT) EAST-NORTHEAST OF A FIRE HYDRANT, AND EZ6578'21.8 METERS (71.5 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF EZ6578'THE BANK AND EZ6578'3.7 METERS (13.2 FT) WEST-NORTHWEST OF WEST EDGE OF SIDEWALK. EZ6578' EZ6578'MARK IS 2 FT ABOVE THE LEVEL OF THE STREET. EZ6578 EZ6578 STATION RECOVERY (1987) EZ6578 EZ6578'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ6578'DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS. MARK IS EZ6578'67.6 FT (20.6 M) SOUTHWEST OF POWER POLE WITH LIGHT, TRANSFORMER, AND EZ6578'REFERENCE TAG. DISK IS SLIGHTLY DAMAGED, POINT ALMOST GONE. EZ6578 EZ6578 STATION RECOVERY (2004) EZ6578 EZ6578'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN) EZ6578'RECOVERED IN GOOD CONDITION. EZ6578 EZ6578 STATION RECOVERY (2004) EZ6578 EZ6578'RECOVERY NOTE BY GEOCACHING 2004 (PFF) EZ6578'BANK HAS MOVED. BUILDING CURRENTLY UNOCCUPIED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6441 *********************************************************************** EZ6441 DESIGNATION - MISSION EZ6441 PID - EZ6441 EZ6441 STATE/COUNTY- NC/WAKE EZ6441 USGS QUAD - RALEIGH WEST (1988) EZ6441 EZ6441 *CURRENT SURVEY CONTROL EZ6441 ___________________________________________________________________ EZ6441* NAD 83(1986)- 35 46 40.65666(N) 078 40 41.08299(W) ADJUSTED EZ6441* NAVD 88 - 106.661 (meters) 349.94 (feet) ADJUSTED EZ6441 ___________________________________________________________________ EZ6441 LAPLACE CORR- -6.98 (seconds) DEFLEC99 EZ6441 GEOID HEIGHT- -32.74 (meters) GEOID03 EZ6441 DYNAMIC HT - 106.569 (meters) 349.64 (feet) COMP EZ6441 MODELED GRAV- 979,768.9 (mgal) NAVD 88 EZ6441 EZ6441 HORZ ORDER - SECOND EZ6441 VERT ORDER - SECOND CLASS I EZ6441 EZ6441.The North Carolina HARNS have been completed but, EZ6441.due to contractual restrictions, coordinates for these stations EZ6441.will NOT be published in the near future. In the interim, the EZ6441.published coordinates in North Carolina will not be EZ6441.consistent with the Continuously Operating Reference Stations EZ6441.(CORS). The HARN coordinates for these stations are available EZ6441.upon request. Contact Gary Thompson(919-733-3836). EZ6441. EZ6441.In addition, the published North Carolina positions EZ6441.(NAD 83 (1986)) are NOT consistent with those determined in EZ6441.adjacent state readjustments. The discontinuity between stations EZ6441.located in North Carolina and those in adjacent states EZ6441.which have been adjusted to the HARN may be as much as 5 EZ6441.decimeters. This will result in a significant loss of accuracy EZ6441.over lines crossing such state borders. EZ6441 EZ6441 EZ6441.The horizontal coordinates were established by classical geodetic methods EZ6441.and adjusted by the National Geodetic Survey in March 1992. EZ6441 EZ6441.The orthometric height was determined by differential leveling EZ6441.and adjusted by the National Geodetic Survey in December 1991. EZ6441 EZ6441.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6441 EZ6441.The geoid height was determined by GEOID03. EZ6441 EZ6441.The dynamic height is computed by dividing the NAVD 88 EZ6441.geopotential number by the normal gravity value computed on the EZ6441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6441.degrees latitude (g = 980.6199 gals.). EZ6441 EZ6441.The modeled gravity was interpolated from observed gravity values. EZ6441 EZ6441; North East Units Scale Factor Converg. EZ6441;SPC NC - 225,012.647 638,705.452 MT 0.99991466 +0 11 08.9 EZ6441;SPC NC - 738,228.99 2,095,486.14 sFT 0.99991466 +0 11 08.9 EZ6441;UTM 17 - 3,961,808.486 709,872.638 MT 1.00014279 +1 21 28.8 EZ6441 EZ6441! - Elev Factor x Scale Factor = Combined Factor EZ6441!SPC NC - 0.99998840 x 0.99991466 = 0.99990306 EZ6441!UTM 17 - 0.99998840 x 1.00014279 = 1.00013119 EZ6441 EZ6441 SUPERSEDED SURVEY CONTROL EZ6441 EZ6441 NAVD 88 (03/04/92) 106.66 (m) 349.9 (f) LEVELING 3 EZ6441 EZ6441.Superseded values are not recommended for survey control. EZ6441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6441.See file dsdata.txt to determine how the superseded data were derived. EZ6441 EZ6441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0987361808(NAD 83) EZ6441_MARKER: DH = HORIZONTAL CONTROL DISK EZ6441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6441_SP_SET: CONCRETE POST EZ6441_STAMPING: MISSION 1988 EZ6441_MARK LOGO: NCGS EZ6441_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6441+STABILITY: SURFACE MOTION EZ6441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6441+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2004 EZ6441 EZ6441 HISTORY - Date Condition Report By EZ6441 HISTORY - 1988 MONUMENTED NCGS EZ6441 HISTORY - 20040607 GOOD USPSQD EZ6441 EZ6441 STATION DESCRIPTION EZ6441 EZ6441'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ6441'STATION IS LOCATED IN SOUTHWEST RALEIGH. EZ6441'PROCEED ALONG WESTERN BOULEVARD FOR 2.35 KM (1.46 MI) SOUTHEAST FROM EZ6441'THE BELTLINE-US 1-, TO AVENT FERRY ROAD, THENCE SOUTHWEST ALONG AVENT EZ6441'FERRY ROAD FOR 0.4 KM (0.2 MI), AT THE SOUTHEAST CORNER OF THE EZ6441'MISSION VALLEY INN PARKING LOT, ON A SMALL BANK. EZ6441'STATION IS A STANDARD NCGS DISK STAMPED---MISSION 1988---, SET IN TOP EZ6441'OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER, RECESSED 2 CM BELOW EZ6441'GROUND SURFACE, AND IS 10 FEET ABOVE ROAD. LOCATED 14.6 M (47.9 FT) EZ6441'NORTHWEST OF THE CENTERLINE OF WESTBOUND LANE-SLOPE DISTANCE-, 35.4 M EZ6441'(116.1 FT) NORTHEAST OF STEEL TRANSMISSION LINE POLE, 14.3 M EZ6441'(46.9 FT) WEST-SOUTHWEST OF CONCRETE LAMP BASE ON SOUTH SIDE OF EZ6441'ENTRANCE TO MOTEL, 32.1 M (105.3 FT) NORTH-NORTHEAST OF METAL DROP EZ6441'INLET IN GRASSY AREA, AND 54.0 M (177.2 FT) SOUTH OF POWER POLE WITH EZ6441'REFERENCE TAG. EZ6441 EZ6441 STATION RECOVERY (2004) EZ6441 EZ6441'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN) EZ6441'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5207 *********************************************************************** EZ5207 DESIGNATION - MITCHELL EZ5207 PID - EZ5207 EZ5207 STATE/COUNTY- NC/WAKE EZ5207 USGS QUAD - BAYLEAF (1987) EZ5207 EZ5207 *CURRENT SURVEY CONTROL EZ5207 ___________________________________________________________________ EZ5207* NAD 83(1986)- 35 58 43.16121(N) 078 37 31.65712(W) ADJUSTED EZ5207* NAVD 88 - 109.6 (meters) 360. (feet) VERTCON EZ5207 ___________________________________________________________________ EZ5207 LAPLACE CORR- -6.66 (seconds) DEFLEC99 EZ5207 GEOID HEIGHT- -32.45 (meters) GEOID03 EZ5207 EZ5207 HORZ ORDER - SECOND EZ5207 EZ5207.The North Carolina HARNS have been completed but, EZ5207.due to contractual restrictions, coordinates for these stations EZ5207.will NOT be published in the near future. In the interim, the EZ5207.published coordinates in North Carolina will not be EZ5207.consistent with the Continuously Operating Reference Stations EZ5207.(CORS). The HARN coordinates for these stations are available EZ5207.upon request. Contact Gary Thompson(919-733-3836). EZ5207. EZ5207.In addition, the published North Carolina positions EZ5207.(NAD 83 (1986)) are NOT consistent with those determined in EZ5207.adjacent state readjustments. The discontinuity between stations EZ5207.located in North Carolina and those in adjacent states EZ5207.which have been adjusted to the HARN may be as much as 5 EZ5207.decimeters. This will result in a significant loss of accuracy EZ5207.over lines crossing such state borders. EZ5207 EZ5207 EZ5207.The horizontal coordinates were established by classical geodetic methods EZ5207.and adjusted by the National Geodetic Survey in July 1986. EZ5207 EZ5207.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5207 EZ5207.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5207 EZ5207.The geoid height was determined by GEOID03. EZ5207 EZ5207; North East Units Scale Factor Converg. EZ5207;SPC NC - 247,296.222 643,378.528 MT 0.99995295 +0 12 58.2 EZ5207;SPC NC - 811,337.69 2,110,817.72 sFT 0.99995295 +0 12 58.2 EZ5207;UTM 17 - 3,984,188.202 714,088.418 MT 1.00016479 +1 23 43.9 EZ5207 EZ5207! - Elev Factor x Scale Factor = Combined Factor EZ5207!SPC NC - 0.99998789 x 0.99995295 = 0.99994084 EZ5207!UTM 17 - 0.99998789 x 1.00016479 = 1.00015268 EZ5207 EZ5207: Primary Azimuth Mark Grid Az EZ5207:SPC NC - HARRISON 216 04 08.9 EZ5207:UTM 17 - HARRISON 214 53 23.2 EZ5207 EZ5207|---------------------------------------------------------------------| EZ5207| PID Reference Object Distance Geod. Az | EZ5207| dddmmss.s | EZ5207| EZ5004 PET 204.022 METERS 06706 | EZ5207| EZ5225 HARRISON APPROX. 0.5 KM 2161707.1 | EZ5207|---------------------------------------------------------------------| EZ5207 EZ5207 SUPERSEDED SURVEY CONTROL EZ5207 EZ5207 NAD 27 - 35 58 42.62542(N) 078 37 32.64822(W) AD( ) 2 EZ5207 NGVD 29 (03/10/98) 109.9 (m) 361. (f) VERT ANG EZ5207 EZ5207.Superseded values are not recommended for survey control. EZ5207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5207.See file dsdata.txt to determine how the superseded data were derived. EZ5207 EZ5207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1408884188(NAD 83) EZ5207_MARKER: DE = TRAVERSE STATION DISK EZ5207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5207_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5207_STAMPING: MITCHELL 1970 EZ5207_MARK LOGO: NCGS EZ5207_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ5207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5207+STABILITY: SURFACE MOTION EZ5207 EZ5207 HISTORY - Date Condition Report By EZ5207 HISTORY - 1970 MONUMENTED NCGS EZ5207 HISTORY - 19850101 GOOD NCGS EZ5207 EZ5207 STATION DESCRIPTION EZ5207 EZ5207'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ5207'MITCHELL IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ5207'THE VICINITY OF NORTHWEST WAKE COUNTY. EZ5207' EZ5207'MITCHELL IS LOCATED APPROXIMATELY 2.35 MILES NORTH OF BAYLEAF AND EZ5207'3.7 MILES NORTHWEST OF FALLS. TO REACH STATION PROCEED FROM THE EZ5207'INTERSECTION OF NC 98 AND SR 2003, GO SOUTH ON SR 2003 FOR 0.05 EZ5207'MILE TO STATION ON LEFT, APPROXIMATELY 200 FEET NORTH OF EZ5207'INTERSECTION OF SR 2003 AND A DIRT COUNTRY ROAD. EZ5207' EZ5207'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ5207'MITCHELL 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5207'WHICH IS 4 INCHES ABOVE THE SURFACE OF THE GROUND. EZ5207' EZ5207'MARK IS-- EZ5207'81.2 FEET E OF C/L OF SR 2003. EZ5207'50.9 FEET NNW OF CENTER DIRT COUNTRY ROAD. EZ5207'12.0 FEET SE OF ALUMINUM REF. TAG ON APPLE TREE. EZ5207'31.9 FEET NNE OF ALUMINUM REF. TAG ON 8 INCH PINE TREE. EZ5207'19.0 FEET N OF ALUMINUM REF. TAG ON 8 INCH PINE TREE. EZ5207'32.2 FEET ENE OF ALUMINUM REF. TAG ON 10 INCH PINE TREE. EZ5207 EZ5207 STATION RECOVERY (1985) EZ5207 EZ5207'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ5207'STATION IS LOCATED ABOUT 10.3 KM (6.40 MI) WEST OF WAKE FOREST. EZ5207'PROCEED ALONG NC 98 FOR 0.7 KM (0.45 MI) EAST OF THE NEUSE RIVER EZ5207'BRIDGE, THENCE 0.2 KM (0.10 MI) SOUTH ALONG SR 2180 (OLD BAYLEAF ROAD) EZ5207'TO AN UNPAVED ROAD NORTHEAST, AND STATION IN THE NORTHEAST QUADRANT OF EZ5207'THE T-INTERSECTION. MARK IS LEVEL WITH ROAD. LOCATED 24.7 M (81.0 FT) EZ5207'EAST-SOUTHEAST OF THE CENTERLINE OF THE PAVED ROAD, 14.9 M (48.9 FT) EZ5207'NORTH-NORTHWEST OF THE CENTERLINE OF THE UNPAVED ROAD, 6.5 M (21.3 FT) EZ5207'NORTHWEST OF A CORPS OF ENGINEERS SURVEY MARK (NO DESIGNATION)--AND EZ5207'5.9 M (19.4 FT) NORTH OF A 6-INCH CEDAR, 8.5 M (27.9 FT) EZ5207'WEST-SOUTHWEST OF A 6-INCH PINE, 9.8 M (32.2 FT) EAST OF A 10-INCH EZ5207'PINE--ALL WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5075 *********************************************************************** EZ5075 DESIGNATION - MOBILE EZ5075 PID - EZ5075 EZ5075 STATE/COUNTY- NC/WAKE EZ5075 USGS QUAD - RALEIGH EAST (1993) EZ5075 EZ5075 *CURRENT SURVEY CONTROL EZ5075 ___________________________________________________________________ EZ5075* NAD 83(1986)- 35 47 55.21974(N) 078 33 46.64811(W) ADJUSTED EZ5075* NAVD 88 - 93.5 (meters) 307. (feet) VERTCON EZ5075 ___________________________________________________________________ EZ5075 LAPLACE CORR- -7.80 (seconds) DEFLEC99 EZ5075 GEOID HEIGHT- -33.22 (meters) GEOID03 EZ5075 EZ5075 HORZ ORDER - SECOND EZ5075 EZ5075.The North Carolina HARNS have been completed but, EZ5075.due to contractual restrictions, coordinates for these stations EZ5075.will NOT be published in the near future. In the interim, the EZ5075.published coordinates in North Carolina will not be EZ5075.consistent with the Continuously Operating Reference Stations EZ5075.(CORS). The HARN coordinates for these stations are available EZ5075.upon request. Contact Gary Thompson(919-733-3836). EZ5075. EZ5075.In addition, the published North Carolina positions EZ5075.(NAD 83 (1986)) are NOT consistent with those determined in EZ5075.adjacent state readjustments. The discontinuity between stations EZ5075.located in North Carolina and those in adjacent states EZ5075.which have been adjusted to the HARN may be as much as 5 EZ5075.decimeters. This will result in a significant loss of accuracy EZ5075.over lines crossing such state borders. EZ5075 EZ5075 EZ5075.The horizontal coordinates were established by classical geodetic methods EZ5075.and adjusted by the National Geodetic Survey in July 1986. EZ5075 EZ5075.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5075 EZ5075.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5075 EZ5075.The geoid height was determined by GEOID03. EZ5075 EZ5075; North East Units Scale Factor Converg. EZ5075;SPC NC - 227,350.317 649,103.104 MT 0.99991805 +0 15 08.1 EZ5075;SPC NC - 745,898.50 2,129,599.10 sFT 0.99991805 +0 15 08.1 EZ5075;UTM 17 - 3,964,359.168 720,222.881 MT 1.00019765 +1 25 33.9 EZ5075 EZ5075! - Elev Factor x Scale Factor = Combined Factor EZ5075!SPC NC - 0.99999054 x 0.99991805 = 0.99990859 EZ5075!UTM 17 - 0.99999054 x 1.00019765 = 1.00018818 EZ5075 EZ5075: Primary Azimuth Mark Grid Az EZ5075:SPC NC - TAYLORS 272 38 02.2 EZ5075:UTM 17 - TAYLORS 271 27 36.4 EZ5075 EZ5075|---------------------------------------------------------------------| EZ5075| PID Reference Object Distance Geod. Az | EZ5075| dddmmss.s | EZ5075| EZ2496 AMSBURY 376.357 METERS 09445 | EZ5075| EZ2494 TAYLORS APPROX. 0.8 KM 2725310.3 | EZ5075|---------------------------------------------------------------------| EZ5075 EZ5075 SUPERSEDED SURVEY CONTROL EZ5075 EZ5075 NAD 27 - 35 47 54.68479(N) 078 33 47.63427(W) AD( ) 2 EZ5075 NGVD 29 (07/19/86) 93.8 (m) 308. (f) VERT ANG EZ5075 EZ5075.Superseded values are not recommended for survey control. EZ5075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5075.See file dsdata.txt to determine how the superseded data were derived. EZ5075 EZ5075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2022364359(NAD 83) EZ5075_MARKER: DE = TRAVERSE STATION DISK EZ5075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5075_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5075_STAMPING: MOBILE 1965 EZ5075_MARK LOGO: NCGS EZ5075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5075+STABILITY: SURFACE MOTION EZ5075 EZ5075 HISTORY - Date Condition Report By EZ5075 HISTORY - 1965 MONUMENTED NCGS EZ5075 HISTORY - 20040806 MARK NOT FOUND USPSQD EZ5075 EZ5075 STATION DESCRIPTION EZ5075 EZ5075'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ5075'MOBILE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5075'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5075' EZ5075'MOBILE IS 4.4 MILES ENE OF RALEIGH AND 4.8 MILES WNW OF EZ5075'KNIGHTDALE. LOCATED 1.2 MILES ENE ALONG U.S. 64 FROM BRIDGE EZ5075'ON U.S. 64 OVER BELTLINE (BYPASS). 0.9 MILES WNW OF SR EZ5075'2517. 0.05 MILES E OF SR 2036. ACROSS U.S. 64 FROM MOBILE EZ5075'TRAILER SALES LOT. AND ON N SIDE OF U.S. 64. EZ5075' EZ5075'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5075'MOBILE 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ5075'OF WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ5075' EZ5075'MARK IS EZ5075' EZ5075'20.7 FT N OF C/L OF W BOUND LANE EZ5075' EZ5075'9.2 FT N OF YELLOW ARROW PAINTED ON W BOUND LANE EZ5075' EZ5075'103.2 FT E OF REDUCE SPEED SIGN WITH ALUMINUM REF. TAG EZ5075' EZ5075'31.9 FT S OF FENCE POST WITH ALUMINUM REF. TAG EZ5075' EZ5075'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ5075 EZ5075 STATION RECOVERY (2004) EZ5075 EZ5075'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM) EZ5075'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0650 *********************************************************************** EZ0650 DESIGNATION - MOBILES EZ0650 PID - EZ0650 EZ0650 STATE/COUNTY- NC/WAKE EZ0650 USGS QUAD - CARY (1993) EZ0650 EZ0650 *CURRENT SURVEY CONTROL EZ0650 ___________________________________________________________________ EZ0650* NAD 83(1986)- 35 50 10.76487(N) 078 49 48.16853(W) ADJUSTED EZ0650* NAVD 88 - 103.387 (meters) 339.20 (feet) ADJUSTED EZ0650 ___________________________________________________________________ EZ0650 LAPLACE CORR- -6.02 (seconds) DEFLEC99 EZ0650 GEOID HEIGHT- -32.00 (meters) GEOID03 EZ0650 DYNAMIC HT - 103.300 (meters) 338.91 (feet) COMP EZ0650 MODELED GRAV- 979,793.7 (mgal) NAVD 88 EZ0650 EZ0650 HORZ ORDER - SECOND EZ0650 VERT ORDER - FIRST CLASS I EZ0650 EZ0650.The North Carolina HARNS have been completed but, EZ0650.due to contractual restrictions, coordinates for these stations EZ0650.will NOT be published in the near future. In the interim, the EZ0650.published coordinates in North Carolina will not be EZ0650.consistent with the Continuously Operating Reference Stations EZ0650.(CORS). The HARN coordinates for these stations are available EZ0650.upon request. Contact Gary Thompson(919-733-3836). EZ0650. EZ0650.In addition, the published North Carolina positions EZ0650.(NAD 83 (1986)) are NOT consistent with those determined in EZ0650.adjacent state readjustments. The discontinuity between stations EZ0650.located in North Carolina and those in adjacent states EZ0650.which have been adjusted to the HARN may be as much as 5 EZ0650.decimeters. This will result in a significant loss of accuracy EZ0650.over lines crossing such state borders. EZ0650 EZ0650 EZ0650.The horizontal coordinates were established by classical geodetic methods EZ0650.and adjusted by the National Geodetic Survey in July 1986. EZ0650 EZ0650.The orthometric height was determined by differential leveling EZ0650.and adjusted by the National Geodetic Survey in June 1991. EZ0650 EZ0650.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0650 EZ0650.The geoid height was determined by GEOID03. EZ0650 EZ0650.The dynamic height is computed by dividing the NAVD 88 EZ0650.geopotential number by the normal gravity value computed on the EZ0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0650.degrees latitude (g = 980.6199 gals.). EZ0650 EZ0650.The modeled gravity was interpolated from observed gravity values. EZ0650 EZ0650; North East Units Scale Factor Converg. EZ0650;SPC NC - 231,453.814 624,955.262 MT 0.99992453 +0 05 53.1 EZ0650;SPC NC - 759,361.39 2,050,374.06 sFT 0.99992453 +0 05 53.1 EZ0650;UTM 17 - 3,967,968.099 695,990.913 MT 1.00007335 +1 16 15.1 EZ0650 EZ0650! - Elev Factor x Scale Factor = Combined Factor EZ0650!SPC NC - 0.99998880 x 0.99992453 = 0.99991333 EZ0650!UTM 17 - 0.99998880 x 1.00007335 = 1.00006214 EZ0650 EZ0650: Primary Azimuth Mark Grid Az EZ0650:SPC NC - TIMES 173 41 59.1 EZ0650:UTM 17 - TIMES 172 31 37.1 EZ0650 EZ0650|---------------------------------------------------------------------| EZ0650| PID Reference Object Distance Geod. Az | EZ0650| dddmmss.s | EZ0650| EZ0652 TIMES APPROX. 0.7 KM 1734752.2 | EZ0650| EZ0648 TRIPLE 267.110 METERS 33754 | EZ0650|---------------------------------------------------------------------| EZ0650 EZ0650 SUPERSEDED SURVEY CONTROL EZ0650 EZ0650 NAD 27 - 35 50 10.23949(N) 078 49 49.14830(W) AD( ) 2 EZ0650 NGVD 29 (??/??/92) 103.641 (m) 340.03 (f) ADJ UNCH 1 1 EZ0650 EZ0650.Superseded values are not recommended for survey control. EZ0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0650.See file dsdata.txt to determine how the superseded data were derived. EZ0650 EZ0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9599167968(NAD 83) EZ0650_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION EZ0650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0650_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0650_STAMPING: MOBILES 1967 EZ0650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0650+STABILITY: SURFACE MOTION EZ0650 EZ0650 HISTORY - Date Condition Report By EZ0650 HISTORY - 1967 MONUMENTED NCGS EZ0650 HISTORY - 1967 GOOD NGS EZ0650 EZ0650 STATION DESCRIPTION EZ0650 EZ0650'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ0650'MOBILES IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ0650'IN THE VICINITY OF MORRISVILLE, NORTH CAROLINA. EZ0650' EZ0650'MOBILES IS LOCATED APPROXIMATELY 1.2 MILES NORTH OF EZ0650'MORRISVILLE, ALONG SOUTHERN RAILROAD. TO REACH STATION PROCEED EZ0650'FROM THE INTERSECTION OF SR 1002 EAST WITH NC 54 IN MORRISVILLE. EZ0650'GO NORTH ON NC 54 FOR 1.0 MILE TO DRIVE TO ONE STORY WHITE FRAME EZ0650'HOUSE ON WEST SIDE OF NC 54. STATION IS ON THE EAST SIDE OF EZ0650'RAILROAD WEST OF WHITE FRAME HOUSE. EZ0650' EZ0650'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0650'MOBILES 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ0650'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0650' EZ0650'MARK IS EZ0650' EZ0650'23.7 FT E OF E RAIL EZ0650' EZ0650'22.5 FT E OF CROSS TIE WITH ALUMINUM REF. TAG EZ0650' EZ0650'18.3 FT NNW OF TP WITH ALUMINUM REF. TAG EZ0650' EZ0650'57.9 FT S OF 3 INCH PINE TREE WITH ALUMINUM REF. TAG EZ0650' EZ0650'58.1 FT NE OF 4 INCH PINE TREE WITH ALUMINUM REF. TAG EZ0650 EZ0650 STATION RECOVERY (1967) EZ0650 EZ0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 EZ0650'0.9 MI NW FROM MORRISVILLE. EZ0650'ABOUT 0.9 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY EZ0650'RAILROAD FROM THE POST OFFICE AT MORRISVILLE, 0.2 MILE NORTHWEST EZ0650'OF MILEPOST 68, 23 1/2 FEET EAST OF THE EAST RAIL OF THE TRACK, EZ0650'58 FEET NORTHEAST OF A 4-INCH PINE TREE WHICH BEARS AN ALUMINUM EZ0650'REFERENCE TAG, 58 FEET NORTHEAST OF A 3-INCH PINE TREE WHICH EZ0650'BEARS AN ALUMINUM REFERENCE TAG, 18 1/2 FEET NORTHWEST OF A EZ0650'TELEPHONE POLE WHICH BEARS AN ALUMINUM REFERENCE TAG, 121 FEET EZ0650'SOUTH OF BENCH MARK B 189, ABOUT 3 FEET BELOW THE LEVEL OF THE EZ0650'TRACK, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE EZ0650'SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2515 *********************************************************************** EZ2515 DESIGNATION - MOLLIE EZ2515 PID - EZ2515 EZ2515 STATE/COUNTY- NC/WAKE EZ2515 USGS QUAD - RALEIGH EAST (1993) EZ2515 EZ2515 *CURRENT SURVEY CONTROL EZ2515 ___________________________________________________________________ EZ2515* NAD 83(1986)- 35 52 05.28320(N) 078 32 43.81833(W) ADJUSTED EZ2515* NAVD 88 - 84.773 (meters) 278.13 (feet) ADJUSTED EZ2515 ___________________________________________________________________ EZ2515 LAPLACE CORR- -7.89 (seconds) DEFLEC99 EZ2515 GEOID HEIGHT- -33.11 (meters) GEOID03 EZ2515 DYNAMIC HT - 84.700 (meters) 277.89 (feet) COMP EZ2515 MODELED GRAV- 979,770.1 (mgal) NAVD 88 EZ2515 EZ2515 HORZ ORDER - SECOND EZ2515 VERT ORDER - SECOND CLASS II EZ2515 EZ2515.The North Carolina HARNS have been completed but, EZ2515.due to contractual restrictions, coordinates for these stations EZ2515.will NOT be published in the near future. In the interim, the EZ2515.published coordinates in North Carolina will not be EZ2515.consistent with the Continuously Operating Reference Stations EZ2515.(CORS). The HARN coordinates for these stations are available EZ2515.upon request. Contact Gary Thompson(919-733-3836). EZ2515. EZ2515.In addition, the published North Carolina positions EZ2515.(NAD 83 (1986)) are NOT consistent with those determined in EZ2515.adjacent state readjustments. The discontinuity between stations EZ2515.located in North Carolina and those in adjacent states EZ2515.which have been adjusted to the HARN may be as much as 5 EZ2515.decimeters. This will result in a significant loss of accuracy EZ2515.over lines crossing such state borders. EZ2515 EZ2515 EZ2515.The horizontal coordinates were established by classical geodetic methods EZ2515.and adjusted by the National Geodetic Survey in July 1986. EZ2515 EZ2515.The orthometric height was determined by differential leveling EZ2515.and adjusted by the National Geodetic Survey in June 1991. EZ2515 EZ2515.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2515 EZ2515.The geoid height was determined by GEOID03. EZ2515 EZ2515.The dynamic height is computed by dividing the NAVD 88 EZ2515.geopotential number by the normal gravity value computed on the EZ2515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2515.degrees latitude (g = 980.6199 gals.). EZ2515 EZ2515.The modeled gravity was interpolated from observed gravity values. EZ2515 EZ2515; North East Units Scale Factor Converg. EZ2515;SPC NC - 235,063.962 650,645.267 MT 0.99993034 +0 15 44.4 EZ2515;SPC NC - 771,205.68 2,134,658.68 sFT 0.99993034 +0 15 44.4 EZ2515;UTM 17 - 3,972,104.966 721,606.909 MT 1.00020518 +1 26 19.4 EZ2515 EZ2515! - Elev Factor x Scale Factor = Combined Factor EZ2515!SPC NC - 0.99999189 x 0.99993034 = 0.99992223 EZ2515!UTM 17 - 0.99999189 x 1.00020518 = 1.00019707 EZ2515 EZ2515: Primary Azimuth Mark Grid Az EZ2515:SPC NC - MAY 015 36 26.0 EZ2515:UTM 17 - MAY 014 25 51.0 EZ2515 EZ2515|---------------------------------------------------------------------| EZ2515| PID Reference Object Distance Geod. Az | EZ2515| dddmmss.s | EZ2515| EZ2514 MAY 442.399 METERS 0155210.4 | EZ2515| EZ2516 HUNTER APPROX. 0.5 KM 1964618.1 | EZ2515|---------------------------------------------------------------------| EZ2515 EZ2515 SUPERSEDED SURVEY CONTROL EZ2515 EZ2515 NAD 27 - 35 52 04.74661(N) 078 32 44.80827(W) AD( ) 2 EZ2515 NGVD 29 (??/??/92) 85.051 (m) 279.04 (f) ADJ UNCH 2 2 EZ2515 EZ2515.Superseded values are not recommended for survey control. EZ2515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2515.See file dsdata.txt to determine how the superseded data were derived. EZ2515 EZ2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2160772105(NAD 83) EZ2515_MARKER: DE = TRAVERSE STATION DISK EZ2515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2515_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2515_STAMPING: MOLLIE 1965 EZ2515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2515+STABILITY: SURFACE MOTION EZ2515 EZ2515 HISTORY - Date Condition Report By EZ2515 HISTORY - 1965 MONUMENTED NCGS EZ2515 HISTORY - 1976 GOOD NCGS EZ2515 EZ2515 STATION DESCRIPTION EZ2515 EZ2515'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ2515'MOLLIE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2515'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ2515' EZ2515'MOLLIE IS 8.0 MILES NE OF RALEIGH AND 3.5 MILES ENE OF EZ2515'MILLBROOK. LOCATED 2.95 MILES NE ALONG U.S. 401 FROM BRIDGE ON EZ2515'U.S. 1 OVER U.S. 401. 2.8 MILES NE OF NEW HOPE BAPTIST EZ2515'CHURCH. 1.55 MILES SW OF BRIDGE OVER NEUSE RIVER ON U.S. 401. EZ2515'0.75 MILES SW OF SR 2206. AND E OF ROAD DITCH OF U.S. 401. EZ2515' EZ2515'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2515'MOLLIE 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ2515'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2515' EZ2515'MARK IS EZ2515' EZ2515'37.8 FT E OF C/L OF U.S. 401 EZ2515' EZ2515'103.5 FT S OF SR 2042 ROAD SIGN EZ2515' EZ2515'28.0 FT E OF YELLOW ARROW PAINTED ON U.S. 401 EZ2515' EZ2515'78.7 FT E OF 8 INCH PINE WITH ALUMINUM REF. TAG EZ2515' EZ2515'89.2 FT SE OF 16 INCH PINE WITH ALUMINUM REF. TAG EZ2515' EZ2515'100.0 FT APPROXIMATELY SE OF INTERSECTION OF U.S. 401 AND SR 2042 EZ2515' EZ2515'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ2515 EZ2515 STATION RECOVERY (1976) EZ2515 EZ2515'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2515'6.2 MI SW FROM ROLESVILLE. EZ2515'TO REACH STATION FROM THE US 401 UNDERPASS OF US 1 NORTHBOUND LANE IN EZ2515'NORTHEAST SECTION OF RALEIGH, PROCEED NORTHEAST ALONG US 401 FOR 2.75 EZ2515'MILES TO SR 2042 (NW) AT BENTLEY WOODS SUBDIVISION AND STATION ON EZ2515'RIGHT, JUST SOUTH OF THE T INTERSECTION. 37.8 FT. ESE OF C/L OF US EZ2515'401, 110.5 FT. S OF C/L OF T INTERSECTION, 75.1 FT. SSW OF CENTER OF EZ2515'TOP OF WESTERNMOST OF 2 TELEPHONE PEDESTALS, 78.7 FT. SE OF 10 INCH EZ2515'PINE WITH ALUMINUM REF. TAG, AND 89.2 FT. E OF 16 INCH PINE WITH EZ2515'ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER, FLUSH WITH THE EZ2515'SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0977 *********************************************************************** EZ0977 DESIGNATION - MONDAY EZ0977 PID - EZ0977 EZ0977 STATE/COUNTY- NC/WAKE EZ0977 USGS QUAD - BAYLEAF (1987) EZ0977 EZ0977 *CURRENT SURVEY CONTROL EZ0977 ___________________________________________________________________ EZ0977* NAD 83(1986)- 35 54 07.56275(N) 078 40 01.01747(W) ADJUSTED EZ0977* NAVD 88 - 139.402 (meters) 457.35 (feet) ADJUSTED EZ0977 ___________________________________________________________________ EZ0977 LAPLACE CORR- -6.77 (seconds) DEFLEC99 EZ0977 GEOID HEIGHT- -32.48 (meters) GEOID03 EZ0977 DYNAMIC HT - 139.283 (meters) 456.96 (feet) COMP EZ0977 MODELED GRAV- 979,781.6 (mgal) NAVD 88 EZ0977 EZ0977 HORZ ORDER - SECOND EZ0977 VERT ORDER - SECOND CLASS 0 EZ0977 EZ0977.The North Carolina HARNS have been completed but, EZ0977.due to contractual restrictions, coordinates for these stations EZ0977.will NOT be published in the near future. In the interim, the EZ0977.published coordinates in North Carolina will not be EZ0977.consistent with the Continuously Operating Reference Stations EZ0977.(CORS). The HARN coordinates for these stations are available EZ0977.upon request. Contact Gary Thompson(919-733-3836). EZ0977. EZ0977.In addition, the published North Carolina positions EZ0977.(NAD 83 (1986)) are NOT consistent with those determined in EZ0977.adjacent state readjustments. The discontinuity between stations EZ0977.located in North Carolina and those in adjacent states EZ0977.which have been adjusted to the HARN may be as much as 5 EZ0977.decimeters. This will result in a significant loss of accuracy EZ0977.over lines crossing such state borders. EZ0977 EZ0977 EZ0977.The horizontal coordinates were established by classical geodetic methods EZ0977.and adjusted by the National Geodetic Survey in July 1986. EZ0977 EZ0977.The orthometric height was determined by differential leveling EZ0977.and adjusted by the National Geodetic Survey in June 1991. EZ0977 EZ0977.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0977 EZ0977.The geoid height was determined by GEOID03. EZ0977 EZ0977.The dynamic height is computed by dividing the NAVD 88 EZ0977.geopotential number by the normal gravity value computed on the EZ0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0977.degrees latitude (g = 980.6199 gals.). EZ0977 EZ0977.The modeled gravity was interpolated from observed gravity values. EZ0977 EZ0977; North East Units Scale Factor Converg. EZ0977;SPC NC - 238,789.009 639,665.417 MT 0.99993689 +0 11 32.0 EZ0977;SPC NC - 783,426.94 2,098,635.62 sFT 0.99993689 +0 11 32.0 EZ0977;UTM 17 - 3,975,604.650 710,550.221 MT 1.00014629 +1 22 07.0 EZ0977 EZ0977! - Elev Factor x Scale Factor = Combined Factor EZ0977!SPC NC - 0.99998322 x 0.99993689 = 0.99992011 EZ0977!UTM 17 - 0.99998322 x 1.00014629 = 1.00012951 EZ0977 EZ0977: Primary Azimuth Mark Grid Az EZ0977:SPC NC - TUESDAY 269 18 32.1 EZ0977:UTM 17 - TUESDAY 268 07 57.1 EZ0977 EZ0977|---------------------------------------------------------------------| EZ0977| PID Reference Object Distance Geod. Az | EZ0977| dddmmss.s | EZ0977| EZ5205 TUESDAY APPROX. 0.6 KM 2693004.1 | EZ0977|---------------------------------------------------------------------| EZ0977 EZ0977 SUPERSEDED SURVEY CONTROL EZ0977 EZ0977 NAD 27 - 35 54 07.03679(N) 078 40 02.00367(W) AD( ) 2 EZ0977 NGVD 29 (??/??/92) 139.69 (m) 458.3 (f) COMPUTED 2 0 EZ0977 EZ0977.Superseded values are not recommended for survey control. EZ0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0977.See file dsdata.txt to determine how the superseded data were derived. EZ0977 EZ0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1055075605(NAD 83) EZ0977_MARKER: DE = TRAVERSE STATION DISK EZ0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0977_STAMPING: MONDAY 1961 EZ0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0977+STABILITY: SURFACE MOTION EZ0977 EZ0977 HISTORY - Date Condition Report By EZ0977 HISTORY - 1961 MONUMENTED NCGS EZ0977 HISTORY - 1973 GOOD NCGS EZ0977 HISTORY - 19870501 MARK NOT FOUND NCGS EZ0977 HISTORY - 20040626 MARK NOT FOUND USPSQD EZ0977 EZ0977 STATION DESCRIPTION EZ0977 EZ0977'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ0977'MONDAY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ0977'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ0977' EZ0977'MONDAY IS 8.9 MILES N OF RALEIGH. PROCEED WEST ON U.S. 70 FOR EZ0977'5.3 MILES TO BRIDGE OVER CRABTREE CREEK, CONTINUE ON U.S. 70 EZ0977'0.4 MILES TO INTERSECTION OF NC 50 AND BEAR RIGHT ON NC 50 TOWARDS EZ0977'CREEDMOOR AND GO 4.3 MILES TO INTERSECTION OF SR 1829, TURN RIGHT EZ0977'ON SR 1829 AND GO 0.85 MILES TO STATION - OR 0.75 MILES W OF SIX EZ0977'FORKS. EZ0977' EZ0977'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0977'MONDAY 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ0977'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0977' EZ0977'MARK IS EZ0977' EZ0977'107.7 FT WNW OF STEEL POST 4 INCHES HIGH MARKING UNDERGROUND CABLE EZ0977' EZ0977'5.0 FT E OF C/L OF DIRT TRAIL EZ0977' EZ0977'22.8 FT E OF 12 INCH PINE WITH ALUMINUM REF. TAG EZ0977' EZ0977'21.1 FT NNE OF 4 INCH PINE WITH ALUMINUM REF. TAG EZ0977' EZ0977'75.8 FT WNW OF 10 INCH PINE WITH ALUMINUM REF. TAG EZ0977' EZ0977'29.5 FT N OF C/L OF SR 1829 EZ0977 EZ0977 STATION RECOVERY (1973) EZ0977 EZ0977'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0977'5 MI NW FROM MILLBROOK. EZ0977'MONDAY IS LOCATED APPROXIMATELY 8.5 MILES NORTH OF CAPITOL SQUARE EZ0977'IN RALEIGH. TO REACH STATION FROM INTERSECTION OF NC 50 AND SR EZ0977'1829, PROCEED EAST ALONG SR 1829 FOR 0.8 MILES TO STATION ON EZ0977'RIGHT, 0.85 MILES WEST OF SIX FORKS, 29.5 FT SOUTH OF C/L OF SR EZ0977'1829, 21.8 FT EAST OF 20 IN PINE W/ALUMINUM REF. TAG, 21.1 FT NNE EZ0977'OF 4 IN PINE W/ALUMINUM REF. TAG, AND 75.8 FT WEST OF 10 IN EZ0977'PINE W/ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER FLUSH EZ0977'WITH THE SURFACE OF THE GROUND. EZ0977 EZ0977 STATION RECOVERY (1987) EZ0977 EZ0977'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ0977'STATION IS PROBABLY LOST DUE TO GRADING. EZ0977 EZ0977 STATION RECOVERY (2004) EZ0977 EZ0977'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ0977'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7472 *********************************************************************** AE7472 DESIGNATION - MONEY AE7472 PID - AE7472 AE7472 STATE/COUNTY- NC/WAKE AE7472 USGS QUAD - RALEIGH EAST (1993) AE7472 AE7472 *CURRENT SURVEY CONTROL AE7472 ___________________________________________________________________ AE7472* NAD 83(1986)- 35 51 17.65412(N) 078 34 52.80943(W) ADJUSTED AE7472* NAVD 88 - 100.893 (meters) 331.01 (feet) ADJUSTED AE7472 ___________________________________________________________________ AE7472 LAPLACE CORR- -7.88 (seconds) DEFLEC99 AE7472 GEOID HEIGHT- -32.98 (meters) GEOID03 AE7472 DYNAMIC HT - 100.807 (meters) 330.73 (feet) COMP AE7472 MODELED GRAV- 979,773.2 (mgal) NAVD 88 AE7472 AE7472 HORZ ORDER - SECOND AE7472 VERT ORDER - SECOND CLASS II AE7472 AE7472.The North Carolina HARNS have been completed but, AE7472.due to contractual restrictions, coordinates for these stations AE7472.will NOT be published in the near future. In the interim, the AE7472.published coordinates in North Carolina will not be AE7472.consistent with the Continuously Operating Reference Stations AE7472.(CORS). The HARN coordinates for these stations are available AE7472.upon request. Contact Gary Thompson(919-733-3836). AE7472. AE7472.In addition, the published North Carolina positions AE7472.(NAD 83 (1986)) are NOT consistent with those determined in AE7472.adjacent state readjustments. The discontinuity between stations AE7472.located in North Carolina and those in adjacent states AE7472.which have been adjusted to the HARN may be as much as 5 AE7472.decimeters. This will result in a significant loss of accuracy AE7472.over lines crossing such state borders. AE7472 AE7472 AE7472.The horizontal coordinates were established by classical geodetic methods AE7472.and adjusted by the National Geodetic Survey in February 1998. AE7472 AE7472.The orthometric height was determined by differential leveling AE7472.and adjusted by the National Geodetic Survey in September 1998. AE7472 AE7472.The Laplace correction was computed from DEFLEC99 derived deflections. AE7472 AE7472.The geoid height was determined by GEOID03. AE7472 AE7472.The dynamic height is computed by dividing the NAVD 88 AE7472.geopotential number by the normal gravity value computed on the AE7472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7472.degrees latitude (g = 980.6199 gals.). AE7472 AE7472.The modeled gravity was interpolated from observed gravity values. AE7472 AE7472; North East Units Scale Factor Converg. AE7472;SPC NC - 233,581.862 647,415.702 MT 0.99992789 +0 14 29.9 AE7472;SPC NC - 766,343.16 2,124,063.02 sFT 0.99992789 +0 14 29.9 AE7472;UTM 17 - 3,970,556.481 718,407.587 MT 1.00018783 +1 25 02.1 AE7472 AE7472! - Elev Factor x Scale Factor = Combined Factor AE7472!SPC NC - 0.99998934 x 0.99992789 = 0.99991723 AE7472!UTM 17 - 0.99998934 x 1.00018783 = 1.00017717 AE7472 AE7472 SUPERSEDED SURVEY CONTROL AE7472 AE7472 NGVD 29 (02/27/98) 101.17 (m) 331.9 (f) LEVELING 3 AE7472 AE7472.Superseded values are not recommended for survey control. AE7472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7472.See file dsdata.txt to determine how the superseded data were derived. AE7472 AE7472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1840870556(NAD 83) AE7472_MARKER: DH = HORIZONTAL CONTROL DISK AE7472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7472_STAMPING: MONEY 1987 AE7472_MARK LOGO: NCGS AE7472_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7472+STABILITY: SURFACE MOTION AE7472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE7472+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2000 AE7472 AE7472 HISTORY - Date Condition Report By AE7472 HISTORY - 1987 MONUMENTED NCGS AE7472 HISTORY - 19870101 GOOD NCGS AE7472 HISTORY - 20000227 GOOD NCGS AE7472 AE7472 STATION DESCRIPTION AE7472 AE7472'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7472'STATION IS LOCATED ABOUT 9.6 KM (5.95 MI) NORTH-NORTHEAST OF CAPITAL AE7472'SQUARE IN RALEIGH. AT THE INTERSECTION OF US 1 (CAPITAL BOULEVARD) AND AE7472'SPRING FOREST ROAD, IN THE SOUTHWEST QUADRANT, IN THE NORTHEAST AE7472'QUADRANT OF THE NCNB BANK PROPERTY. MARK IS FLUSH WITH GROUND AND IS 1 AE7472'FOOT (0.3 M) HIGHER THAN THE HIGHWAY. LOCATED 3.1 M (10.2 FT) AE7472'SOUTHWEST OF THE NORTHEAST MOST EDGE OF THE CURB, 43.4 M (142.4 FT) AE7472'NORTHEAST OF THE NORTHEAST CORNER OF THE ENTRANCE TO THE BANK, 12.6 M AE7472'(41.3 FT) EAST OF A RIGHT-OF-WAY MONUMENT, 8.9 M (29.2 FT) NORTHEAST AE7472'OF THE NORTHEAST CORNER OF THE NCNB SIGN, AND 3.9 M (12.8 FT) AE7472'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF A TRAFFIC SIGNAL BOX WITH A AE7472'LIGHT SUPPORT POLE WITH A REFERENCE TAG. AE7472 AE7472 STATION RECOVERY (1987) AE7472 AE7472'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7472'RECOVERED AS DESCRIBED. AE7472 AE7472 STATION RECOVERY (2000) AE7472 AE7472'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL) AE7472'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0908 *********************************************************************** EZ0908 DESIGNATION - MONT EZ0908 PID - EZ0908 EZ0908 STATE/COUNTY- NC/WAKE EZ0908 USGS QUAD - RALEIGH EAST (1993) EZ0908 EZ0908 *CURRENT SURVEY CONTROL EZ0908 ___________________________________________________________________ EZ0908* NAD 83(1986)- 35 50 13.57634(N) 078 36 51.23449(W) ADJUSTED EZ0908* NAVD 88 - 92.066 (meters) 302.05 (feet) ADJUSTED EZ0908 ___________________________________________________________________ EZ0908 LAPLACE CORR- -7.42 (seconds) DEFLEC99 EZ0908 GEOID HEIGHT- -32.88 (meters) GEOID03 EZ0908 DYNAMIC HT - 91.987 (meters) 301.79 (feet) COMP EZ0908 MODELED GRAV- 979,776.7 (mgal) NAVD 88 EZ0908 EZ0908 HORZ ORDER - SECOND EZ0908 VERT ORDER - SECOND CLASS 0 EZ0908 EZ0908.The North Carolina HARNS have been completed but, EZ0908.due to contractual restrictions, coordinates for these stations EZ0908.will NOT be published in the near future. In the interim, the EZ0908.published coordinates in North Carolina will not be EZ0908.consistent with the Continuously Operating Reference Stations EZ0908.(CORS). The HARN coordinates for these stations are available EZ0908.upon request. Contact Gary Thompson(919-733-3836). EZ0908. EZ0908.In addition, the published North Carolina positions EZ0908.(NAD 83 (1986)) are NOT consistent with those determined in EZ0908.adjacent state readjustments. The discontinuity between stations EZ0908.located in North Carolina and those in adjacent states EZ0908.which have been adjusted to the HARN may be as much as 5 EZ0908.decimeters. This will result in a significant loss of accuracy EZ0908.over lines crossing such state borders. EZ0908 EZ0908 EZ0908.The horizontal coordinates were established by classical geodetic methods EZ0908.and adjusted by the National Geodetic Survey in July 1986. EZ0908 EZ0908.The orthometric height was determined by differential leveling EZ0908.and adjusted by the National Geodetic Survey in September 1998. EZ0908 EZ0908.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0908 EZ0908.The geoid height was determined by GEOID03. EZ0908 EZ0908.The dynamic height is computed by dividing the NAVD 88 EZ0908.geopotential number by the normal gravity value computed on the EZ0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0908.degrees latitude (g = 980.6199 gals.). EZ0908 EZ0908.The modeled gravity was interpolated from observed gravity values. EZ0908 EZ0908; North East Units Scale Factor Converg. EZ0908;SPC NC - 231,595.033 644,452.180 MT 0.99992467 +0 13 21.6 EZ0908;SPC NC - 759,824.70 2,114,340.19 sFT 0.99992467 +0 13 21.6 EZ0908;UTM 17 - 3,968,508.772 715,484.695 MT 1.00017220 +1 23 50.5 EZ0908 EZ0908! - Elev Factor x Scale Factor = Combined Factor EZ0908!SPC NC - 0.99999071 x 0.99992467 = 0.99991538 EZ0908!UTM 17 - 0.99999071 x 1.00017220 = 1.00016291 EZ0908 EZ0908: Primary Azimuth Mark Grid Az EZ0908:SPC NC - CITO 358 21 59.5 EZ0908:UTM 17 - CITO 357 11 30.6 EZ0908 EZ0908|---------------------------------------------------------------------| EZ0908| PID Reference Object Distance Geod. Az | EZ0908| dddmmss.s | EZ0908| EZ0913 COLBY 255.136 METERS 19815 | EZ0908| EZ0907 CITO 481.888 METERS 3583521.1 | EZ0908|---------------------------------------------------------------------| EZ0908 EZ0908 SUPERSEDED SURVEY CONTROL EZ0908 EZ0908 NAD 27 - 35 50 13.04558(N) 078 36 52.22040(W) AD( ) 2 EZ0908 NAVD 88 (06/15/91) 92.079 (m) 302.10 (f) UNKNOWN 2 0 EZ0908 NGVD 29 (??/??/92) 92.36 (m) 303.0 (f) COMPUTED 2 0 EZ0908 EZ0908.Superseded values are not recommended for survey control. EZ0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0908.See file dsdata.txt to determine how the superseded data were derived. EZ0908 EZ0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1548568509(NAD 83) EZ0908_MARKER: DE = TRAVERSE STATION DISK EZ0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0908_SP_SET: CONCRETE POST EZ0908_STAMPING: MONT 1972 EZ0908_MARK LOGO: NCGS EZ0908_MAGNETIC: N = NO MAGNETIC MATERIAL EZ0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0908+STABILITY: SURFACE MOTION EZ0908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ0908+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2004 EZ0908 EZ0908 HISTORY - Date Condition Report By EZ0908 HISTORY - 1972 MONUMENTED NCGS EZ0908 HISTORY - 1972 GOOD NCGS EZ0908 HISTORY - 1985 GOOD NCGS EZ0908 HISTORY - 1985 GOOD NCGS EZ0908 HISTORY - 19870501 GOOD NCGS EZ0908 HISTORY - 20040609 GOOD USPSQD EZ0908 EZ0908 STATION DESCRIPTION EZ0908 EZ0908'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ0908'MONT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0908'VICINITY OF MILLBROOK, RALEIGH, NORTH CAROLINA. EZ0908' EZ0908'MONT IS LOCATED APPROXIMATELY 1.1 MILE SW OF MILLBROOK, AND 4.2 MILES EZ0908'NNE OF CAPITOL SQUARE IN RALEIGH. TO REACH STATION FROM WAKE FOREST EZ0908'ROAD (SR 2000) UNDERPASS OF US 1-US 64 BY-PASS IN NORTH RALEIGH. EZ0908'PROCEED NORTH ALONG WAKE FOREST ROAD FOR 0.85 MILE TO INTERSECTION EZ0908'WITH BLAND ROAD (SR 1886 NORTH SR 2074 SE). THENCE NORTH ALONG EZ0908'BLAND ROAD FOR 0.05 MILE TO HARDIMONT ROAD (WEST) AND STATION IN SW EZ0908'QUAD. AND ON THE EAST SIDE OF WACHOVIA BANK IN EAST GATE SHOPPING EZ0908'CENTER. EZ0908' EZ0908'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED MONT EZ0908'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EZ0908'FLUSH WITH THE GROUND. EZ0908' EZ0908'MARK IS EZ0908'30.0 FEET W OF A C/L OF BLAND ROAD. EZ0908'41.4 FEET S OF A C/L OF HARDIMONT ROAD. EZ0908'7.9 FEET ESE OF THE BASE OF A ROUND LAMP POST (METAL). EZ0908'29.6 FEET SE OF ALUMINUM TAG ON A 4 INCH X 4 INCH STOP SIGN. EZ0908'97.3 FEET N OF ALUMINUM TAG ON PP. EZ0908'16.1 FEET ESE OF A CENTER OF A MAN HOLE IN SW QUAD. OF EZ0908'INTERSECTION. 22.5 FEET SSW OF A CENTER OF A MAN HOLE IN BLAND EZ0908'ROAD. EZ0908 EZ0908 STATION RECOVERY (1972) EZ0908 EZ0908'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0908'1.1 MI SW FROM MILLBROOK. EZ0908'MONT IS LOCATED APPROXIMATELY 4.2 MILES NNE OF CAPITOL SQUARE IN EZ0908'RALEIGH. TO REACH STATION FROM WAKE FOREST ROAD (SR 2000) EZ0908'UNDERPASS OF U.S. 1 - U.S. 64 BYPASS (BELTLINE) IN NORTH RALEIGH, EZ0908'PROCEED NORTH ALONG WAKE FOREST ROAD FOR 0.85 MILES TO INTERSECTION EZ0908'WITH BLAND ROAD (SR 1886 NORTH SR 2074 SE), THENCE NORTH ALONG EZ0908'BLAND ROAD FOR 0.05 MILES TO HARDIMONT ROAD (WEST) AND STATION IN EZ0908'SW QUADRANT OF INTERSECTION AND ON THE EAST SIDE OF WACHOVIA BANK EZ0908'IN EAST GATE SHOPPING CENTER, 30.0 FT W OF C/L OF BLAND ROAD, EZ0908'41.4 FT S OF C/L OF HARDIMONT ROAD, 7.9 FT ESE OF THE BASE OF A EZ0908'ROUND LAMP POST (METAL), 29.6 FT SE OF ALUMINUM REF. TAG ON A 4 EZ0908'IN X 4 IN STOP SIGN, 97.3 FT N OF ALUMINUM REF. TAG ON PP, 16.1 FT EZ0908'ESE OF A CENTER OF A MAN HOLE IN SW QUADRANT OF INTERSECTION, AND EZ0908'22.5 FT SSW OF A CENTER OF A MAN HOLE IN BLAND ROAD. DISK IS SET EZ0908'IN THE TOP OF A CONCRETE CYLINDER FLUSH WITH THE GROUND. EZ0908 EZ0908 STATION RECOVERY (1985) EZ0908 EZ0908'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0908'THE STATION WAS RECOVERED AT THIS DATE. EZ0908'STATION IN GOOD CONDITION AS DESCRIBED. THE STATION DOES NOT SEE EZ0908'ANYTHING. EZ0908' EZ0908'NCGS EZ0908 EZ0908 STATION RECOVERY (1985) EZ0908 EZ0908'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 EZ0908'RECOVERED IN GOOD CONDITION. EZ0908 EZ0908 STATION RECOVERY (1987) EZ0908 EZ0908'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ0908'RECOVERED AS DESCRIBED. DESCRIPTION IS ADEQUATE EXCEPT FOR THE EZ0908'FOLLOWING CORRECTIONS. LOCATED 42.4 FT (12.9 M) SOUTH OF THE EZ0908'CENTERLINE OF HARDIMONT ROAD, 32.3 FT (9.8 M) NORTHEAST OF NORTHEAST EZ0908'COLUMN OF DRIVE-THRU AT BANK, AND 98.2 FT (29.9 M) NORTH OF POWER POLE EZ0908'WITH REFERENCE TAG. DELETE REFERENCES TO MAN HOLE IN SOUTHWEST EZ0908'QUADRANT OF INTERSECTION, LAMP POST, AND STOP SIGN. EZ0908 EZ0908 STATION RECOVERY (2004) EZ0908 EZ0908'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN) EZ0908'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4461 *********************************************************************** EZ4461 DESIGNATION - MONTAGUE EZ4461 PID - EZ4461 EZ4461 STATE/COUNTY- NC/WAKE EZ4461 USGS QUAD - ROLESVILLE (1993) EZ4461 EZ4461 *CURRENT SURVEY CONTROL EZ4461 ___________________________________________________________________ EZ4461* NAD 83(1986)- 35 56 39.75588(N) 078 27 42.15677(W) ADJUSTED EZ4461* NAVD 88 - 131.1 (meters) 430. (feet) VERTCON EZ4461 ___________________________________________________________________ EZ4461 LAPLACE CORR- -6.92 (seconds) DEFLEC99 EZ4461 GEOID HEIGHT- -33.23 (meters) GEOID03 EZ4461 EZ4461 HORZ ORDER - SECOND EZ4461 EZ4461.The North Carolina HARNS have been completed but, EZ4461.due to contractual restrictions, coordinates for these stations EZ4461.will NOT be published in the near future. In the interim, the EZ4461.published coordinates in North Carolina will not be EZ4461.consistent with the Continuously Operating Reference Stations EZ4461.(CORS). The HARN coordinates for these stations are available EZ4461.upon request. Contact Gary Thompson(919-733-3836). EZ4461. EZ4461.In addition, the published North Carolina positions EZ4461.(NAD 83 (1986)) are NOT consistent with those determined in EZ4461.adjacent state readjustments. The discontinuity between stations EZ4461.located in North Carolina and those in adjacent states EZ4461.which have been adjusted to the HARN may be as much as 5 EZ4461.decimeters. This will result in a significant loss of accuracy EZ4461.over lines crossing such state borders. EZ4461 EZ4461 EZ4461.The horizontal coordinates were established by classical geodetic methods EZ4461.and adjusted by the National Geodetic Survey in July 1986. EZ4461 EZ4461.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4461 EZ4461.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4461 EZ4461.The geoid height was determined by GEOID03. EZ4461 EZ4461; North East Units Scale Factor Converg. EZ4461;SPC NC - 243,560.801 658,166.589 MT 0.99994554 +0 18 38.5 EZ4461;SPC NC - 799,082.39 2,159,334.88 sFT 0.99994554 +0 18 38.5 EZ4461;UTM 17 - 3,980,757.145 728,954.048 MT 1.00024597 +1 29 26.2 EZ4461 EZ4461! - Elev Factor x Scale Factor = Combined Factor EZ4461!SPC NC - 0.99998463 x 0.99994554 = 0.99993018 EZ4461!UTM 17 - 0.99998463 x 1.00024597 = 1.00023060 EZ4461 EZ4461 SUPERSEDED SURVEY CONTROL EZ4461 EZ4461 NAD 27 - 35 56 39.20363(N) 078 27 43.15804(W) AD( ) 2 EZ4461 NGVD 29 (07/19/86) 131.4 (m) 431. (f) VERT ANG EZ4461 EZ4461.Superseded values are not recommended for survey control. EZ4461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4461.See file dsdata.txt to determine how the superseded data were derived. EZ4461 EZ4461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2895480757(NAD 83) EZ4461_MARKER: DE = TRAVERSE STATION DISK EZ4461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4461_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4461_STAMPING: MONTAGUE 1969 EZ4461_MARK LOGO: NCGS EZ4461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4461+STABILITY: SURFACE MOTION EZ4461 EZ4461 HISTORY - Date Condition Report By EZ4461 HISTORY - 1969 MONUMENTED NCGS EZ4461 HISTORY - 1971 MARK NOT FOUND NCSHC EZ4461 EZ4461 STATION DESCRIPTION EZ4461 EZ4461'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ4461'MONTAGUE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ4461'IN THE VICINITY OF ROLESVILLE, NORTH CAROLINA. EZ4461' EZ4461'MONTAGUE IS LOCATED APPROXIMATELY 1.4 MILES NORTH OF EZ4461'ROLESVILLE. TO REACH STATION PROCEED FROM THE INTERSECTION OF EZ4461'U.S. 401 AND SR 1945 GOING NORTH AND SR 1003 GOING SOUTH IN EZ4461'ROLESVILLE, GO NORTH ON SR 1945 FOR 1.25 MILES TO INTERSECTION OF EZ4461'SR 1945 AND SR 2053, GO NORTHWEST ON SR 2053 FOR 0.35 MILE TO EZ4461'STATION ON WEST SIDE OF ROAD IN CORNER OF ROAD, FOREST AND FIELD. EZ4461' EZ4461'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ4461'MONTAGUE 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ4461'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ4461' EZ4461'MARK IS EZ4461' EZ4461'23.4 FT NW OF C/L OF SR 2053 EZ4461' EZ4461'97.2 FT S OF TP WITH ALUMINUM REF. TAG EZ4461' EZ4461'58.7 FT SE OF 14 INCH PINE TREE WITH ALUMINUM REF. TAG EZ4461' EZ4461'35.6 FT S OF 12 INCH PINE TREE WITH ALUMINUM REF. TAG EZ4461' EZ4461'15.7 FT NE OF NE CORNER OF PLOWED FIELD EZ4461 EZ4461 STATION RECOVERY (1971) EZ4461 EZ4461'RECOVERY NOTE BY NC STATE HWYS COMM 1971 EZ4461'STATION REPORTED DESTROYED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6579 *********************************************************************** EZ6579 DESIGNATION - MONTECITO EZ6579 PID - EZ6579 EZ6579 STATE/COUNTY- NC/WAKE EZ6579 USGS QUAD - RALEIGH EAST (1993) EZ6579 EZ6579 *CURRENT SURVEY CONTROL EZ6579 ___________________________________________________________________ EZ6579* NAD 83(1986)- 35 50 04.06060(N) 078 36 57.33147(W) ADJUSTED EZ6579* NAVD 88 - 96.951 (meters) 318.08 (feet) ADJUSTED EZ6579 ___________________________________________________________________ EZ6579 LAPLACE CORR- -7.41 (seconds) DEFLEC99 EZ6579 GEOID HEIGHT- -32.88 (meters) GEOID03 EZ6579 DYNAMIC HT - 96.869 (meters) 317.81 (feet) COMP EZ6579 MODELED GRAV- 979,776.8 (mgal) NAVD 88 EZ6579 EZ6579 HORZ ORDER - SECOND EZ6579 VERT ORDER - SECOND CLASS II EZ6579 EZ6579.The North Carolina HARNS have been completed but, EZ6579.due to contractual restrictions, coordinates for these stations EZ6579.will NOT be published in the near future. In the interim, the EZ6579.published coordinates in North Carolina will not be EZ6579.consistent with the Continuously Operating Reference Stations EZ6579.(CORS). The HARN coordinates for these stations are available EZ6579.upon request. Contact Gary Thompson(919-733-3836). EZ6579. EZ6579.In addition, the published North Carolina positions EZ6579.(NAD 83 (1986)) are NOT consistent with those determined in EZ6579.adjacent state readjustments. The discontinuity between stations EZ6579.located in North Carolina and those in adjacent states EZ6579.which have been adjusted to the HARN may be as much as 5 EZ6579.decimeters. This will result in a significant loss of accuracy EZ6579.over lines crossing such state borders. EZ6579 EZ6579 EZ6579.The horizontal coordinates were established by classical geodetic methods EZ6579.and adjusted by the National Geodetic Survey in December 1992. EZ6579 EZ6579.The orthometric height was determined by differential leveling EZ6579.and adjusted by the National Geodetic Survey in September 1998. EZ6579 EZ6579.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6579 EZ6579.The geoid height was determined by GEOID03. EZ6579 EZ6579.The dynamic height is computed by dividing the NAVD 88 EZ6579.geopotential number by the normal gravity value computed on the EZ6579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6579.degrees latitude (g = 980.6199 gals.). EZ6579 EZ6579.The modeled gravity was interpolated from observed gravity values. EZ6579 EZ6579; North East Units Scale Factor Converg. EZ6579;SPC NC - 231,301.178 644,300.312 MT 0.99992420 +0 13 18.0 EZ6579;SPC NC - 758,860.61 2,113,841.94 sFT 0.99992420 +0 13 18.0 EZ6579;UTM 17 - 3,968,211.792 715,338.847 MT 1.00017143 +1 23 46.6 EZ6579 EZ6579! - Elev Factor x Scale Factor = Combined Factor EZ6579!SPC NC - 0.99998994 x 0.99992420 = 0.99991414 EZ6579!UTM 17 - 0.99998994 x 1.00017143 = 1.00016137 EZ6579 EZ6579 SUPERSEDED SURVEY CONTROL EZ6579 EZ6579 NGVD 29 (12/28/92) 97.23 (m) 319.0 (f) LEVELING 3 EZ6579 EZ6579.Superseded values are not recommended for survey control. EZ6579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6579.See file dsdata.txt to determine how the superseded data were derived. EZ6579 EZ6579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1533968212(NAD 83) EZ6579_MARKER: DH = HORIZONTAL CONTROL DISK EZ6579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6579_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6579_STAMPING: MONTECITO 1984 EZ6579_MARK LOGO: NCGS EZ6579_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6579+STABILITY: SURFACE MOTION EZ6579 EZ6579 HISTORY - Date Condition Report By EZ6579 HISTORY - 1984 MONUMENTED NCGS EZ6579 HISTORY - 19870101 GOOD NCGS EZ6579 HISTORY - 19871101 GOOD NCGS EZ6579 HISTORY - 20040609 MARK NOT FOUND USPSQD EZ6579 EZ6579 STATION DESCRIPTION EZ6579 EZ6579'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6579'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) NORTH OF THE CAPITOL EZ6579'SQUARE IN RALEIGH. EZ6579' EZ6579'ALONG WAKE FOREST ROAD, AT THE SOUTHERN ENTRANCE TO MONTECITO EZ6579'APARTMENTS, AND ABOUT 200 FT NORTH OF COLBY DRIVE. EZ6579' EZ6579'THE STATION IS A STANDARD NCGS DISK STAMPED---MONTECITO 1984---, EZ6579'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6579'25 CM IN DIAMETER RECESSED 3 CM BELOW GROUND. LOCATED EZ6579'4.8 METERS (15.7 FT) NORTHWEST OF THE CURB, EZ6579'5.0 METERS (16.3 FT) NORTHEAST OF THE CENTERLINE OF THE ENTRANCE, EZ6579'19.6 METERS (64.2 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE DOOR TO EZ6579'APARTMENT NUMBER 102, AND EZ6579'2.0 METERS (6.4 FT) WEST-SOUTHWEST OF A LAMP POST. EZ6579' EZ6579'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK. EZ6579 EZ6579 STATION RECOVERY (1987) EZ6579 EZ6579'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ6579'RECOVERED AS DESCRIBED. EZ6579 EZ6579 STATION RECOVERY (1987) EZ6579 EZ6579'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ6579'RECOVERED AS DESCRIBED. EZ6579 EZ6579 STATION RECOVERY (2004) EZ6579 EZ6579'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN) EZ6579'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7280 *********************************************************************** AE7280 DESIGNATION - MOOR AE7280 PID - AE7280 AE7280 STATE/COUNTY- NC/WAKE AE7280 USGS QUAD - BAYLEAF (1987) AE7280 AE7280 *CURRENT SURVEY CONTROL AE7280 ___________________________________________________________________ AE7280* NAD 83(1986)- 35 59 28.84379(N) 078 41 07.00099(W) ADJUSTED AE7280* NAVD 88 - 116.4 (meters) 382. (feet) VERTCON AE7280 ___________________________________________________________________ AE7280 LAPLACE CORR- -6.97 (seconds) DEFLEC99 AE7280 GEOID HEIGHT- -32.17 (meters) GEOID03 AE7280 AE7280 HORZ ORDER - SECOND AE7280 AE7280.The North Carolina HARNS have been completed but, AE7280.due to contractual restrictions, coordinates for these stations AE7280.will NOT be published in the near future. In the interim, the AE7280.published coordinates in North Carolina will not be AE7280.consistent with the Continuously Operating Reference Stations AE7280.(CORS). The HARN coordinates for these stations are available AE7280.upon request. Contact Gary Thompson(919-733-3836). AE7280. AE7280.In addition, the published North Carolina positions AE7280.(NAD 83 (1986)) are NOT consistent with those determined in AE7280.adjacent state readjustments. The discontinuity between stations AE7280.located in North Carolina and those in adjacent states AE7280.which have been adjusted to the HARN may be as much as 5 AE7280.decimeters. This will result in a significant loss of accuracy AE7280.over lines crossing such state borders. AE7280 AE7280 AE7280.The horizontal coordinates were established by classical geodetic methods AE7280.and adjusted by the National Geodetic Survey in March 1998. AE7280 AE7280.The NAVD 88 height was computed by applying the VERTCON shift value to AE7280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7280 AE7280.The Laplace correction was computed from DEFLEC99 derived deflections. AE7280 AE7280.The geoid height was determined by GEOID03. AE7280 AE7280; North East Units Scale Factor Converg. AE7280;SPC NC - 248,685.446 637,979.509 MT 0.99995578 +0 10 53.9 AE7280;SPC NC - 815,895.50 2,093,104.44 sFT 0.99995578 +0 10 53.9 AE7280;UTM 17 - 3,985,466.269 708,660.887 MT 1.00013652 +1 21 38.8 AE7280 AE7280! - Elev Factor x Scale Factor = Combined Factor AE7280!SPC NC - 0.99998678 x 0.99995578 = 0.99994257 AE7280!UTM 17 - 0.99998678 x 1.00013652 = 1.00012330 AE7280 AE7280 SUPERSEDED SURVEY CONTROL AE7280 AE7280 NGVD 29 (03/10/98) 116.6 (m) 383. (f) VERT ANG AE7280 AE7280.Superseded values are not recommended for survey control. AE7280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7280.See file dsdata.txt to determine how the superseded data were derived. AE7280 AE7280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0866185466(NAD 83) AE7280_MARKER: DE = TRAVERSE STATION DISK AE7280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7280_STAMPING: MOOR 1985 AE7280_MARK LOGO: NCGS AE7280_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7280+STABILITY: SURFACE MOTION AE7280 AE7280 HISTORY - Date Condition Report By AE7280 HISTORY - 1985 MONUMENTED NCGS AE7280 AE7280 STATION DESCRIPTION AE7280 AE7280'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) AE7280'STATION IS LOCATED ABOUT 15.9 KM (9.85 MI) WEST OF WAKE FOREST. ALONG AE7280'NC 50 FOR 0.4 KM (0.25 MI) NORTH FROM THE NC 98 OVERPASS, IN THE EAST AE7280'SHOULDER ON PROLONGATION OF THE SOUTH SIDE OF EVANS BAPTIST CHURCH. AE7280'MARK IS RECESSED 2 INCHES BELOW GROUND AND ABOUT LEVEL WITH HIGHWAY. AE7280'LOCATED 5.7 M (18.7 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 22.5 M AE7280'(73.8 FT) EAST-NORTHEAST OF THE NORTH END OF THE SOUTH CHURCH DRIVEWAY AE7280'CULVERT, 19.9 M (65.3 FT) SOUTHEAST OF THE SOUTH END OF THE NORTH AE7280'CHURCH DRIVEWAY CULVERT, 29.6 M (97.1 FT) SOUTH OF THE WEST SUPPORT AE7280'POST OF A MILEAGE SIGN, AND 40.8 M (133.9 FT) NORTH OF A HIGHWAY SIGN AE7280'POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1095 *********************************************************************** EZ1095 DESIGNATION - MORGAN EZ1095 PID - EZ1095 EZ1095 STATE/COUNTY- NC/WAKE EZ1095 USGS QUAD - SOUTHEAST DURHAM (1993) EZ1095 EZ1095 *CURRENT SURVEY CONTROL EZ1095 ___________________________________________________________________ EZ1095* NAD 83(1986)- 35 53 03.22192(N) 078 49 05.39398(W) ADJUSTED EZ1095* NAVD 88 - 121.395 (meters) 398.28 (feet) ADJUSTED EZ1095 ___________________________________________________________________ EZ1095 LAPLACE CORR- -6.18 (seconds) DEFLEC99 EZ1095 GEOID HEIGHT- -31.92 (meters) GEOID03 EZ1095 DYNAMIC HT - 121.293 (meters) 397.94 (feet) COMP EZ1095 MODELED GRAV- 979,793.8 (mgal) NAVD 88 EZ1095 EZ1095 HORZ ORDER - SECOND EZ1095 VERT ORDER - SECOND CLASS II EZ1095 EZ1095.The North Carolina HARNS have been completed but, EZ1095.due to contractual restrictions, coordinates for these stations EZ1095.will NOT be published in the near future. In the interim, the EZ1095.published coordinates in North Carolina will not be EZ1095.consistent with the Continuously Operating Reference Stations EZ1095.(CORS). The HARN coordinates for these stations are available EZ1095.upon request. Contact Gary Thompson(919-733-3836). EZ1095. EZ1095.In addition, the published North Carolina positions EZ1095.(NAD 83 (1986)) are NOT consistent with those determined in EZ1095.adjacent state readjustments. The discontinuity between stations EZ1095.located in North Carolina and those in adjacent states EZ1095.which have been adjusted to the HARN may be as much as 5 EZ1095.decimeters. This will result in a significant loss of accuracy EZ1095.over lines crossing such state borders. EZ1095 EZ1095 EZ1095.The horizontal coordinates were established by classical geodetic methods EZ1095.and adjusted by the National Geodetic Survey in July 1986. EZ1095 EZ1095.The orthometric height was determined by differential leveling EZ1095.and adjusted by the National Geodetic Survey in June 1991. EZ1095 EZ1095.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1095 EZ1095.The geoid height was determined by GEOID03. EZ1095 EZ1095.The dynamic height is computed by dividing the NAVD 88 EZ1095.geopotential number by the normal gravity value computed on the EZ1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1095.degrees latitude (g = 980.6199 gals.). EZ1095 EZ1095.The modeled gravity was interpolated from observed gravity values. EZ1095 EZ1095; North East Units Scale Factor Converg. EZ1095;SPC NC - 236,770.667 626,018.961 MT 0.99993340 +0 06 17.8 EZ1095;SPC NC - 776,805.10 2,053,863.87 sFT 0.99993340 +0 06 17.8 EZ1095;UTM 17 - 3,973,306.406 696,945.636 MT 1.00007797 +1 16 45.5 EZ1095 EZ1095! - Elev Factor x Scale Factor = Combined Factor EZ1095!SPC NC - 0.99998596 x 0.99993340 = 0.99991936 EZ1095!UTM 17 - 0.99998596 x 1.00007797 = 1.00006393 EZ1095 EZ1095|---------------------------------------------------------------------| EZ1095| PID Reference Object Distance Geod. Az | EZ1095| dddmmss.s | EZ1095| EZ1096 MYATT 232.755 METERS 10335 | EZ1095| EZ1094 CLARK 356.653 METERS 34911 | EZ1095|---------------------------------------------------------------------| EZ1095 EZ1095 SUPERSEDED SURVEY CONTROL EZ1095 EZ1095 NAD 27 - 35 53 02.69892(N) 078 49 06.37429(W) AD( ) 2 EZ1095 NGVD 29 (??/??/92) 121.646 (m) 399.10 (f) ADJ UNCH 2 2 EZ1095 EZ1095.Superseded values are not recommended for survey control. EZ1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1095.See file dsdata.txt to determine how the superseded data were derived. EZ1095 EZ1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9694673306(NAD 83) EZ1095_MARKER: DE = TRAVERSE STATION DISK EZ1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1095_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1095_STAMPING: MORGAN 1973 EZ1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1095+STABILITY: SURFACE MOTION EZ1095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ1095+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2005 EZ1095 EZ1095 HISTORY - Date Condition Report By EZ1095 HISTORY - 1973 MONUMENTED NCGS EZ1095 HISTORY - 1974 GOOD NCGS EZ1095 HISTORY - 20040611 GOOD USPSQD EZ1095 HISTORY - 20050529 GOOD USPSQD EZ1095 EZ1095 STATION DESCRIPTION EZ1095 EZ1095'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (LWA) EZ1095'MORGAN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ1095'VICINITY OF MORRISVILLE, NORTH CAROLINA. EZ1095' EZ1095'MORGAN IS LOCATED APPROXIMATELY 4.3 MILES NORTH OF MORRISVILLE, AND EZ1095'12.4 MILES NW OF RALEIGH. TO REACH STATION FROM THE PAGE ROAD EZ1095'OVERPASS OF I-40 (WEST), PROCEED NE ALONG PAGE ROAD FOR 0.7 MILES EZ1095'TO T INTERSECTION WITH SR 1642, THENCE SE ALONG SR 1642 FOR 0.7 EZ1095'MILES TO T INTERSECTION WITH SR 1643 AND STATION ON LEFT IN NW EZ1095'QUADRANT AND ON A 4 FOOT BANK. EZ1095' EZ1095'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED MORGAN EZ1095'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 3 EZ1095'INCHES BELOW THE SURFACE OF THE GROUND. EZ1095' EZ1095'MARK IS EZ1095'36.5 FEET WSW OF C/L OF SR 1643. EZ1095'45.5 FEET NNE OF C/L SR 1642. EZ1095'93.5 FEET NW OF 4X4 HIGHWAY MILEAGE SIGN POST W/ALUMINUM REF. TAG. EZ1095'87.6 FEET NE OF 4X4 HIGHWAY WEIGHT LIMIT SIGN POST W/ALUMINUM EZ1095'REF. TAG. EZ1095'110.7 FEET SW OF PP W/ALUMINUM REF. TAG. EZ1095 EZ1095 STATION RECOVERY (1974) EZ1095 EZ1095'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 EZ1095'4.3 MI N FROM MORRISVILLE. EZ1095'MORGAN IS LOCATED APPROXIMATELY 12.4 MILES NW OF RALEIGH. TO EZ1095'REACH STATION FROM THE PAGE ROAD OVERPASS OF I-40 (WEST), PROCEED EZ1095'NE ALONG PAGE ROAD FOR 0.7 MILE TO T INTERSECTION WITH SR 1642, EZ1095'THENCE SE ALONG SR 1642 FOR 0.7 MILE TO T INTERSECTION WITH SR EZ1095'1643 AND STATION ON LEFT IN NW QUADRANT AND ON A 4 FT BANK, 36.5 EZ1095'FT WSW OF C/L OF SR 1643, 45.5 FT NNE OF C/L OF SR 1642, 93.5 FT N EZ1095'NW OF 4 X 4 HIGHWAY MILEAGE SIGN POST W/ALUMINUM REF. TAG, 87.6 FT EZ1095'NE OF 4 X 4 HIGHWAY WEIGHT LIMIT SIGN POST W/ALUMINUM REF. TAG, EZ1095'AND 110.7 FT SW OF PP W/ALUMINUM REF. TAG. DISK IS SET IN CONCRETE EZ1095'CYLINDER, 3 INCHES BELOW THE SURFACE OF THE GROUND. EZ1095 EZ1095 STATION RECOVERY (2004) EZ1095 EZ1095'RECOVERY NOTE BY US POWER SQUADRON 2004 (JMC) EZ1095'RECOVERED IN GOOD CONDITION. EZ1095 EZ1095 STATION RECOVERY (2005) EZ1095 EZ1095'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ1095'N 35 53.054 EZ1095'W 078 49.088 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7323 *********************************************************************** AE7323 DESIGNATION - MORNING AE7323 PID - AE7323 AE7323 STATE/COUNTY- NC/WAKE AE7323 USGS QUAD - RALEIGH WEST (1988) AE7323 AE7323 *CURRENT SURVEY CONTROL AE7323 ___________________________________________________________________ AE7323* NAD 83(1986)- 35 49 34.87752(N) 078 41 40.34588(W) ADJUSTED AE7323* NAVD 88 - 122.4 (meters) 402. (feet) VERTCON AE7323 ___________________________________________________________________ AE7323 LAPLACE CORR- -6.96 (seconds) DEFLEC99 AE7323 GEOID HEIGHT- -32.56 (meters) GEOID03 AE7323 AE7323 HORZ ORDER - SECOND AE7323 AE7323.The North Carolina HARNS have been completed but, AE7323.due to contractual restrictions, coordinates for these stations AE7323.will NOT be published in the near future. In the interim, the AE7323.published coordinates in North Carolina will not be AE7323.consistent with the Continuously Operating Reference Stations AE7323.(CORS). The HARN coordinates for these stations are available AE7323.upon request. Contact Gary Thompson(919-733-3836). AE7323. AE7323.In addition, the published North Carolina positions AE7323.(NAD 83 (1986)) are NOT consistent with those determined in AE7323.adjacent state readjustments. The discontinuity between stations AE7323.located in North Carolina and those in adjacent states AE7323.which have been adjusted to the HARN may be as much as 5 AE7323.decimeters. This will result in a significant loss of accuracy AE7323.over lines crossing such state borders. AE7323 AE7323 AE7323.The horizontal coordinates were established by classical geodetic methods AE7323.and adjusted by the National Geodetic Survey in March 1998. AE7323 AE7323.The NAVD 88 height was computed by applying the VERTCON shift value to AE7323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7323 AE7323.The Laplace correction was computed from DEFLEC99 derived deflections. AE7323 AE7323.The geoid height was determined by GEOID03. AE7323 AE7323; North East Units Scale Factor Converg. AE7323;SPC NC - 230,377.131 637,200.648 MT 0.99992277 +0 10 34.7 AE7323;SPC NC - 755,828.97 2,090,549.13 sFT 0.99992277 +0 10 34.7 AE7323;UTM 17 - 3,967,142.215 708,257.985 MT 1.00013447 +1 20 59.8 AE7323 AE7323! - Elev Factor x Scale Factor = Combined Factor AE7323!SPC NC - 0.99998590 x 0.99992277 = 0.99990867 AE7323!UTM 17 - 0.99998590 x 1.00013447 = 1.00012037 AE7323 AE7323 SUPERSEDED SURVEY CONTROL AE7323 AE7323 NGVD 29 (03/10/98) 122.7 (m) 403. (f) VERT ANG AE7323 AE7323.Superseded values are not recommended for survey control. AE7323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7323.See file dsdata.txt to determine how the superseded data were derived. AE7323 AE7323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0825867142(NAD 83) AE7323_MARKER: DH = HORIZONTAL CONTROL DISK AE7323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7323_STAMPING: MORNING 1986 AE7323_MARK LOGO: NCGS AE7323_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7323+STABILITY: SURFACE MOTION AE7323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE7323+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2004 AE7323 AE7323 HISTORY - Date Condition Report By AE7323 HISTORY - 1986 MONUMENTED NCGS AE7323 HISTORY - 20040609 GOOD USPSQD AE7323 AE7323 STATION DESCRIPTION AE7323 AE7323'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7323'STATION IS LOCATED ABOUT 7.1 KM (4.40 MI) NORTHWEST OF CAPITOL SQUARE AE7323'(IN RALEIGH). ALONG SR 1664 (BLUE RIDGE ROAD) FOR 2.4 KM (1.50 MI) AE7323'SOUTHWEST FROM US 70 (AT CRABTREE), OR 0.2 KM (0.10 MI) NORTHEAST OF AE7323'MORNINGSIDE DRIVE, AT THE WEST EDGE OF A TRANSMISSION LINE, IN THE AE7323'NORTH SHOULDER. MARK IS RECESSED 5 INCHES BELOW GROUND AND ABOUT 1 AE7323'FOOT (0.3 M) LOWER THAN ROAD. LOCATED 4.7 M (15.4 FT) NORTH-NORTHWEST AE7323'OF THE CENTERLINE OF THE ROAD, 7.0 M (23.0 FT) WEST-SOUTHWEST OF THE AE7323'CENTER OF A TRANSMISSION LINE, 46.5 M (152.6 FT) SOUTH-SOUTHWEST OF A AE7323'TRANSMISSION METAL POLE--AND 18.7 M (61.4 FT) SOUTHWEST OF A POWER AE7323'POLE WITH A TRANSFORMER, 13.9 M (45.6 FT) SOUTHEAST OF A 14-INCH PINE, AE7323'16.3 M (53.5 FT) NORTHWEST OF A TELEPHONE POLE WITH A LAMP--ALL THREE AE7323'WITH REFERENCE TAGS. AZIMUTH MARK IS 0.2 KM (0.10 MI) FROM THE STATION AE7323'AT 3200 MORNINGSIDE DRIVE. LOCATED 8.7 M (28.5 FT) SOUTH-SOUTHEAST OF AE7323'THE CENTERLINE OF BLUE RIDGE ROAD, 9.9 M (32.5 FT) EAST-NORTHEAST OF AE7323'THE CENTERLINE OF MORNINGSIDE DRIVE, 8.8 M (28.9 FT) NORTH OF A FIRE AE7323'HYDRANT, AND 16.2 M (53.1 FT) WEST-NORTHWEST OF THE CORNER OF A BRICK AE7323'HOUSE. AE7323 AE7323 STATION RECOVERY (2004) AE7323 AE7323'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN) AE7323'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7324 *********************************************************************** AE7324 DESIGNATION - MORNING AZ MK AE7324 PID - AE7324 AE7324 STATE/COUNTY- NC/WAKE AE7324 USGS QUAD - RALEIGH WEST (1988) AE7324 AE7324 *CURRENT SURVEY CONTROL AE7324 ___________________________________________________________________ AE7324* NAD 83(1986)- 35 49 38.23989(N) 078 41 29.67167(W) ADJUSTED AE7324* NAVD 88 - 119.5 (meters) 392. (feet) VERTCON AE7324 ___________________________________________________________________ AE7324 LAPLACE CORR- -6.93 (seconds) DEFLEC99 AE7324 GEOID HEIGHT- -32.57 (meters) GEOID03 AE7324 AE7324 HORZ ORDER - SECOND AE7324 AE7324.The North Carolina HARNS have been completed but, AE7324.due to contractual restrictions, coordinates for these stations AE7324.will NOT be published in the near future. In the interim, the AE7324.published coordinates in North Carolina will not be AE7324.consistent with the Continuously Operating Reference Stations AE7324.(CORS). The HARN coordinates for these stations are available AE7324.upon request. Contact Gary Thompson(919-733-3836). AE7324. AE7324.In addition, the published North Carolina positions AE7324.(NAD 83 (1986)) are NOT consistent with those determined in AE7324.adjacent state readjustments. The discontinuity between stations AE7324.located in North Carolina and those in adjacent states AE7324.which have been adjusted to the HARN may be as much as 5 AE7324.decimeters. This will result in a significant loss of accuracy AE7324.over lines crossing such state borders. AE7324 AE7324 AE7324.The horizontal coordinates were established by classical geodetic methods AE7324.and adjusted by the National Geodetic Survey in March 1998. AE7324 AE7324.The NAVD 88 height was computed by applying the VERTCON shift value to AE7324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7324 AE7324.The Laplace correction was computed from DEFLEC99 derived deflections. AE7324 AE7324.The geoid height was determined by GEOID03. AE7324 AE7324; North East Units Scale Factor Converg. AE7324;SPC NC - 230,481.582 637,468.230 MT 0.99992293 +0 10 40.8 AE7324;SPC NC - 756,171.66 2,091,427.02 sFT 0.99992293 +0 10 40.8 AE7324;UTM 17 - 3,967,252.149 708,523.427 MT 1.00013583 +1 21 06.2 AE7324 AE7324! - Elev Factor x Scale Factor = Combined Factor AE7324!SPC NC - 0.99998636 x 0.99992293 = 0.99990929 AE7324!UTM 17 - 0.99998636 x 1.00013583 = 1.00012219 AE7324 AE7324 SUPERSEDED SURVEY CONTROL AE7324 AE7324 NGVD 29 (03/10/98) 119.8 (m) 393. (f) VERT ANG AE7324 AE7324.Superseded values are not recommended for survey control. AE7324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7324.See file dsdata.txt to determine how the superseded data were derived. AE7324 AE7324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0852367252(NAD 83) AE7324_MARKER: DZ = AZIMUTH MARK DISK AE7324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7324_STAMPING: MORNING 1986 AE7324_MARK LOGO: NCGS AE7324_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7324+STABILITY: SURFACE MOTION AE7324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE7324+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2004 AE7324 AE7324 HISTORY - Date Condition Report By AE7324 HISTORY - 1986 MONUMENTED NCGS AE7324 HISTORY - 20040609 GOOD USPSQD AE7324 AE7324 STATION DESCRIPTION AE7324 AE7324'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7324'STATION IS LOCATED ABOUT 7.1 KM (4.40 MI) NORTHWEST OF CAPITOL SQUARE AE7324'(IN RALEIGH). ALONG SR 1664 (BLUE RIDGE ROAD) FOR 2.1 KM (1.30 MI) AE7324'SOUTHWEST FROM US 70 (AT CRABTREE), AT MORNINGSIDE DRIVE, IN THE AE7324'SOUTHWEST QUADRANT OF THE T-INTERSECTION, BETWEEN THE CURB AND THE AE7324'SIDEWALK. MARK IS RECESSED 5 INCHES BELOW GROUND AND LEVEL WITH ROAD. AE7324'LOCATED 8.7 M (28.5 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF BLUE AE7324'RIDGE ROAD, 9.9 M (32.5 FT) EAST-NORTHEAST OF THE CENTERLINE OF AE7324'MORNINGSIDE DRIVE, 8.8 M (28.9 FT) NORTH OF A FIRE HYDRANT, 16.2 M AE7324'(53.1 FT) WEST-NORTHWEST OF THE CORNER OF A BRICK HOUSE, 0.5 M (1.6 AE7324'FT) EAST-SOUTHEAST OF THE CURB, AND 0.8 M (2.6 FT) NORTH-NORTHWEST OF AE7324'THE EDGE OF THE SIDEWALK. AE7324 AE7324 STATION RECOVERY (2004) AE7324 AE7324'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN) AE7324'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0653 *********************************************************************** EZ0653 DESIGNATION - MORRISVILLE EZ0653 PID - EZ0653 EZ0653 STATE/COUNTY- NC/WAKE EZ0653 USGS QUAD - CARY (1993) EZ0653 EZ0653 *CURRENT SURVEY CONTROL EZ0653 ___________________________________________________________________ EZ0653* NAD 83(1986)- 35 49 23.54428(N) 078 49 31.81347(W) ADJUSTED EZ0653* NAVD 88 - 91.279 (meters) 299.47 (feet) ADJUSTED EZ0653 ___________________________________________________________________ EZ0653 LAPLACE CORR- -5.83 (seconds) DEFLEC99 EZ0653 GEOID HEIGHT- -32.04 (meters) GEOID03 EZ0653 DYNAMIC HT - 91.202 (meters) 299.22 (feet) COMP EZ0653 MODELED GRAV- 979,792.3 (mgal) NAVD 88 EZ0653 EZ0653 HORZ ORDER - SECOND EZ0653 VERT ORDER - FIRST CLASS I EZ0653 EZ0653.The North Carolina HARNS have been completed but, EZ0653.due to contractual restrictions, coordinates for these stations EZ0653.will NOT be published in the near future. In the interim, the EZ0653.published coordinates in North Carolina will not be EZ0653.consistent with the Continuously Operating Reference Stations EZ0653.(CORS). The HARN coordinates for these stations are available EZ0653.upon request. Contact Gary Thompson(919-733-3836). EZ0653. EZ0653.In addition, the published North Carolina positions EZ0653.(NAD 83 (1986)) are NOT consistent with those determined in EZ0653.adjacent state readjustments. The discontinuity between stations EZ0653.located in North Carolina and those in adjacent states EZ0653.which have been adjusted to the HARN may be as much as 5 EZ0653.decimeters. This will result in a significant loss of accuracy EZ0653.over lines crossing such state borders. EZ0653 EZ0653 EZ0653.The horizontal coordinates were established by classical geodetic methods EZ0653.and adjusted by the National Geodetic Survey in July 1986. EZ0653 EZ0653.The orthometric height was determined by differential leveling EZ0653.and adjusted by the National Geodetic Survey in June 1991. EZ0653 EZ0653.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0653 EZ0653.The geoid height was determined by GEOID03. EZ0653 EZ0653.The dynamic height is computed by dividing the NAVD 88 EZ0653.geopotential number by the normal gravity value computed on the EZ0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0653.degrees latitude (g = 980.6199 gals.). EZ0653 EZ0653.The modeled gravity was interpolated from observed gravity values. EZ0653 EZ0653; North East Units Scale Factor Converg. EZ0653;SPC NC - 229,999.251 625,368.253 MT 0.99992222 +0 06 02.6 EZ0653;SPC NC - 754,589.21 2,051,729.01 sFT 0.99992222 +0 06 02.6 EZ0653;UTM 17 - 3,966,522.074 696,433.651 MT 1.00007549 +1 16 23.2 EZ0653 EZ0653! - Elev Factor x Scale Factor = Combined Factor EZ0653!SPC NC - 0.99999070 x 0.99992222 = 0.99991292 EZ0653!UTM 17 - 0.99999070 x 1.00007549 = 1.00006619 EZ0653 EZ0653|---------------------------------------------------------------------| EZ0653| PID Reference Object Distance Geod. Az | EZ0653| dddmmss.s | EZ0653| EZ5432 JUNK 356.203 METERS 05808 | EZ0653|---------------------------------------------------------------------| EZ0653 EZ0653 SUPERSEDED SURVEY CONTROL EZ0653 EZ0653 NAD 27 - 35 49 23.01817(N) 078 49 32.79344(W) AD( ) 2 EZ0653 NGVD 29 (??/??/92) 91.533 (m) 300.30 (f) ADJ UNCH 1 1 EZ0653 EZ0653.Superseded values are not recommended for survey control. EZ0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0653.See file dsdata.txt to determine how the superseded data were derived. EZ0653 EZ0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9643466522(NAD 83) EZ0653_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION EZ0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0653_STAMPING: MORRISVILLE 1967 EZ0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0653+STABILITY: SURFACE MOTION EZ0653 EZ0653 HISTORY - Date Condition Report By EZ0653 HISTORY - 1967 MONUMENTED NCGS EZ0653 HISTORY - 1967 GOOD NGS EZ0653 HISTORY - 1976 GOOD NCGS EZ0653 HISTORY - 1976 GOOD NCGS EZ0653 HISTORY - 1982 GOOD NC-183 EZ0653 HISTORY - 19910516 GOOD USPSQD EZ0653 EZ0653 STATION DESCRIPTION EZ0653 EZ0653'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ0653'MORRISVILLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ0653'ESTABLISHED IN THE VICINITY OF MORRISVILLE, NORTH CAROLINA. EZ0653' EZ0653'MORRISVILLE IS LOCATED IN THE TOWN OF MORRISVILLE. ON THE EZ0653'WEST SHOULDER OF RAILROAD BED ON TANGENT WITH SR 1002 E FROM EZ0653'INTERSECTION WITH NC 54. EZ0653' EZ0653'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0653'MORRISVILLE 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE EZ0653'TOP OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0653' EZ0653'MARK IS EZ0653' EZ0653'7.1 FT W OF W RAIL OF SIDE TRACK EZ0653' EZ0653'19.1 FT W OF CROSS TIE ON MAIN TRACK WITH ALUMINUM REF. TAG EZ0653' EZ0653'75.7 FT E OF 10 INCH BLACK GUM TREE WITH ALUMINUM REF. TAG EZ0653' EZ0653'47.6 FT SW OF TP ON E SIDE OF TRACKS WITH ALUMINUM REF. TAG EZ0653' EZ0653'56.1 FT SSW OF 4X4 ROAD SIGN FOR SR 1002 ON W SIDE OF NC 54, EZ0653'WITH ALUMINUM REF. TAG EZ0653 EZ0653 STATION RECOVERY (1967) EZ0653 EZ0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 EZ0653'AT MORRISVILLE. EZ0653'AT MORRISVILLE, 83 YARDS EAST AND ACROSS THE SOUTHERN RAILWAY EZ0653'COMPANY RAILROAD TRACKS FROM THE SOUTHWEST CORNER OF THE POST EZ0653'OFFICE, 6 1/2 RAILS NORTH OF A CROSSING OF THE RAILROAD AND EZ0653'SECONDARY ROAD 1002, 21 FEET WEST OF THE WEST RAIL OF THE MAIN EZ0653'TRACK, 7 FEET WEST OF THE WEST RAIL OF A SIDETRACK, 48 FEET WEST EZ0653'AND ACROSS THE TRACKS FROM TELEPHONE POLE NUMBER 3 WHICH EZ0653'BEARS AN ALUMINUM REFERENCE TAG, 13 1/2 FEET SOUTH OF THE EZ0653'SOUTH END OF THE WEST CONCRETE HEADWALL OF A CULVERT, 207 FEET EZ0653'NORTH OF BENCH MARK D 189, ABOUT 1 1/2 FEET BELOW THE LEVEL EZ0653'OF THE MAIN TRACK, AND SET IN THE TOP OF A CONCRETE POST ABOUT EZ0653'LEVEL WITH THE SURFACE OF THE GROUND. EZ0653 EZ0653 STATION RECOVERY (1976) EZ0653 EZ0653'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ0653'RECOVERED IN GOOD CONDITION. EZ0653 EZ0653 STATION RECOVERY (1976) EZ0653 EZ0653'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ0653'STATION IS AT MORRISVILLE, 83 YARDS EAST AND ACROSS THE SOUTHERN EZ0653'RAILWAY COMPANY RAILROAD TRACKS FROM THE SW CORNER OF THE POST OFFICE, EZ0653'6 1/2 RAILS N OF A CROSSING OF THE RAILROAD AND SR 1002. 21 FT. W OF EZ0653'THE W RAIL OF THE MAIN TRACK, 7 FT. W OF THE W RAIL OF A SIDETRACK, EZ0653'50.0 FT. W AND ACROSS TRACKS FROM TELEPHONE POLE NO. 3 WHICH BEARS AN EZ0653'ALUMINUM REF. TAG, 13 1/2 FT. S OF THE S END OF THE W CONCRETE EZ0653'HEADWALL OF A CULVERT, 207 FT. N OF BENCH MARK D 189, 47.6 FT. W OF TP EZ0653'WITH ALUMINUM REF. TAG AND 75.7 FT. E OF 12 INCH ELM WITH ALUMINUM EZ0653'REF. TAG, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE MAIN TRACK, AND SET EZ0653'IN THE TOP OF A CONCRETE CYLINDER ABOUT 12 INCHES BELOW THE SURFACE OF EZ0653'THE GROUND. EZ0653 EZ0653 STATION RECOVERY (1982) EZ0653 EZ0653'RECOVERY NOTE BY WAKE COUNTY NORTH CAROLINA 1982 (DHC) EZ0653'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ0653 EZ0653 STATION RECOVERY (1991) EZ0653 EZ0653'RECOVERY NOTE BY US POWER SQUADRON 1991 (GS) EZ0653'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5169 *********************************************************************** EZ5169 DESIGNATION - MOUNT EZ5169 PID - EZ5169 EZ5169 STATE/COUNTY- NC/WAKE EZ5169 USGS QUAD - RALEIGH WEST (1988) EZ5169 EZ5169 *CURRENT SURVEY CONTROL EZ5169 ___________________________________________________________________ EZ5169* NAD 83(1986)- 35 48 52.16006(N) 078 42 19.07718(W) ADJUSTED EZ5169* NAVD 88 - 145.9 (meters) 479. (feet) VERTCON EZ5169 ___________________________________________________________________ EZ5169 LAPLACE CORR- -6.98 (seconds) DEFLEC99 EZ5169 GEOID HEIGHT- -32.55 (meters) GEOID03 EZ5169 EZ5169 HORZ ORDER - SECOND EZ5169 EZ5169.The North Carolina HARNS have been completed but, EZ5169.due to contractual restrictions, coordinates for these stations EZ5169.will NOT be published in the near future. In the interim, the EZ5169.published coordinates in North Carolina will not be EZ5169.consistent with the Continuously Operating Reference Stations EZ5169.(CORS). The HARN coordinates for these stations are available EZ5169.upon request. Contact Gary Thompson(919-733-3836). EZ5169. EZ5169.In addition, the published North Carolina positions EZ5169.(NAD 83 (1986)) are NOT consistent with those determined in EZ5169.adjacent state readjustments. The discontinuity between stations EZ5169.located in North Carolina and those in adjacent states EZ5169.which have been adjusted to the HARN may be as much as 5 EZ5169.decimeters. This will result in a significant loss of accuracy EZ5169.over lines crossing such state borders. EZ5169 EZ5169 EZ5169.The horizontal coordinates were established by classical geodetic methods EZ5169.and adjusted by the National Geodetic Survey in July 1986. EZ5169 EZ5169.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5169 EZ5169.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5169 EZ5169.The geoid height was determined by GEOID03. EZ5169 EZ5169; North East Units Scale Factor Converg. EZ5169;SPC NC - 229,057.705 636,232.470 MT 0.99992072 +0 10 12.3 EZ5169;SPC NC - 751,500.15 2,087,372.70 sFT 0.99992072 +0 10 12.3 EZ5169;UTM 17 - 3,965,802.958 707,316.832 MT 1.00012965 +1 20 35.7 EZ5169 EZ5169! - Elev Factor x Scale Factor = Combined Factor EZ5169!SPC NC - 0.99998220 x 0.99992072 = 0.99990293 EZ5169!UTM 17 - 0.99998220 x 1.00012965 = 1.00011185 EZ5169 EZ5169: Primary Azimuth Mark Grid Az EZ5169:SPC NC - PRISON 188 18 27.7 EZ5169:UTM 17 - PRISON 187 08 04.3 EZ5169 EZ5169|---------------------------------------------------------------------| EZ5169| PID Reference Object Distance Geod. Az | EZ5169| dddmmss.s | EZ5169| EZ5168 PRISON 497.402 METERS 1882840.0 | EZ5169|---------------------------------------------------------------------| EZ5169 EZ5169 SUPERSEDED SURVEY CONTROL EZ5169 EZ5169 NAD 27 - 35 48 51.62446(N) 078 42 20.06468(W) AD( ) 2 EZ5169 NGVD 29 (07/19/86) 146.2 (m) 480. (f) VERT ANG EZ5169 EZ5169.Superseded values are not recommended for survey control. EZ5169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5169.See file dsdata.txt to determine how the superseded data were derived. EZ5169 EZ5169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0731765803(NAD 83) EZ5169_STAMPING: MOUNT 1970 EZ5169_MARK LOGO: NCGS EZ5169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5169+STABILITY: SURFACE MOTION EZ5169 EZ5169 HISTORY - Date Condition Report By EZ5169 HISTORY - 1970 FIRST OBSERVED NCGS EZ5169 HISTORY - 1973 GOOD NCGS EZ5169 HISTORY - 1982 GOOD NC-183 EZ5169 HISTORY - 19860101 SEE DESCRIPTION NCGS EZ5169 HISTORY - 20040609 MARK NOT FOUND USPSQD EZ5169 EZ5169 STATION DESCRIPTION EZ5169 EZ5169'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ5169'MOUNT IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ5169'VICINITY OF NORTHWEST WAKE COUNTY. EZ5169' EZ5169'MOUNT IS LOCATED APPROXIMATELY 4.2 MILES NORTHWEST OF RALEIGH AND EZ5169'4.5 MILES ENE OF CARY. TO REACH STATION PROCEED FROM THE EZ5169'INTERSECTION OF SR 1664 AND US 1 NEAR SOUTHEAST CORNER OF STATE EZ5169'FAIRGROUNDS, GO NORTH ON SR 1664 FOR 1.3 MILES TO INTERSECTION OF EZ5169'SR 1664 AND SR 1677, CONTINUE NORTH ON SR 1664 FOR 0.1 MILE TO EZ5169'STATION ON RIGHT, NEAR NORTH END OF BRICK WALL IN FRONT OF MOUNT EZ5169'OLIVET BAPTIST CHURCH AND 0.05 MILE SOUTH OF INTERSECTION OF EZ5169'SR 1664 AND SR 1676. EZ5169' EZ5169'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ5169'MOUNT 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ5169'IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5169' EZ5169'MARK IS-- EZ5169'30.1 FEET E OF C/L OF SR 1664. EZ5169'24.8 FEET N OF C/L OF N DRIVEWAY AROUND CHURCH. EZ5169'2.3 FEET N OF BOTTOM OF BRICK WALL IN FRONT OF CHURCH. EZ5169'12.8 FEET W OF ALUMINUM REF. TAG ON PP. EZ5169'155.5 FEET S OF ALUMINUM REF. TAG ON PP. EZ5169'9.3 FEET NW OF NW IRON POST AROUND GAS VALVES. EZ5169 EZ5169 STATION RECOVERY (1973) EZ5169 EZ5169'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EZ5169'MARK WAS RECOVERED IN GOOD CONDITION. EZ5169 EZ5169 STATION RECOVERY (1982) EZ5169 EZ5169'RECOVERY NOTE BY WAKE COUNTY NORTH CAROLINA 1982 (DHC) EZ5169'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. HOWEVER, THE EZ5169'LINE OF SIGHT TO NCGS STATION PRISON IS NOW BLOCKED BY A CHURCH STEEL EZ5169'SIGN POST. EZ5169 EZ5169 STATION RECOVERY (1986) EZ5169 EZ5169'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ5169'CHURCH IS GONE--MARK HAS PROBABLY BEEN LOST DUE TO ROAD CONSTRUCTION. EZ5169'SR IS NOW 4-LANED. EZ5169 EZ5169 STATION RECOVERY (2004) EZ5169 EZ5169'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN) EZ5169'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2235 *********************************************************************** EZ2235 DESIGNATION - MT PLEASANT EZ2235 PID - EZ2235 EZ2235 STATE/COUNTY- NC/WAKE EZ2235 USGS QUAD - ANGIER (1993) EZ2235 EZ2235 *CURRENT SURVEY CONTROL EZ2235 ___________________________________________________________________ EZ2235* NAD 83(1986)- 35 35 01.32592(N) 078 40 17.73268(W) ADJUSTED EZ2235* NAVD 88 - 105.741 (meters) 346.92 (feet) ADJUSTED EZ2235 ___________________________________________________________________ EZ2235 LAPLACE CORR- -6.00 (seconds) DEFLEC99 EZ2235 GEOID HEIGHT- -33.10 (meters) GEOID03 EZ2235 DYNAMIC HT - 105.648 (meters) 346.61 (feet) COMP EZ2235 MODELED GRAV- 979,756.7 (mgal) NAVD 88 EZ2235 EZ2235 HORZ ORDER - SECOND EZ2235 VERT ORDER - SECOND CLASS II EZ2235 EZ2235.The North Carolina HARNS have been completed but, EZ2235.due to contractual restrictions, coordinates for these stations EZ2235.will NOT be published in the near future. In the interim, the EZ2235.published coordinates in North Carolina will not be EZ2235.consistent with the Continuously Operating Reference Stations EZ2235.(CORS). The HARN coordinates for these stations are available EZ2235.upon request. Contact Gary Thompson(919-733-3836). EZ2235. EZ2235.In addition, the published North Carolina positions EZ2235.(NAD 83 (1986)) are NOT consistent with those determined in EZ2235.adjacent state readjustments. The discontinuity between stations EZ2235.located in North Carolina and those in adjacent states EZ2235.which have been adjusted to the HARN may be as much as 5 EZ2235.decimeters. This will result in a significant loss of accuracy EZ2235.over lines crossing such state borders. EZ2235 EZ2235 EZ2235.The horizontal coordinates were established by classical geodetic methods EZ2235.and adjusted by the National Geodetic Survey in July 1986. EZ2235 EZ2235.The orthometric height was determined by differential leveling EZ2235.and adjusted by the National Geodetic Survey in June 1991. EZ2235 EZ2235.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2235 EZ2235.The geoid height was determined by GEOID03. EZ2235 EZ2235.The dynamic height is computed by dividing the NAVD 88 EZ2235.geopotential number by the normal gravity value computed on the EZ2235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2235.degrees latitude (g = 980.6199 gals.). EZ2235 EZ2235.The modeled gravity was interpolated from observed gravity values. EZ2235 EZ2235; North East Units Scale Factor Converg. EZ2235;SPC NC - 203,463.233 639,363.150 MT 0.99988932 +0 11 22.4 EZ2235;SPC NC - 667,528.96 2,097,643.93 sFT 0.99988932 +0 11 22.4 EZ2235;UTM 17 - 3,940,271.708 710,970.115 MT 1.00014851 +1 21 19.4 EZ2235 EZ2235! - Elev Factor x Scale Factor = Combined Factor EZ2235!SPC NC - 0.99998860 x 0.99988932 = 0.99987792 EZ2235!UTM 17 - 0.99998860 x 1.00014851 = 1.00013711 EZ2235 EZ2235: Primary Azimuth Mark Grid Az EZ2235:SPC NC - MESSER 078 03 28.4 EZ2235:UTM 17 - MESSER 076 53 31.4 EZ2235 EZ2235|---------------------------------------------------------------------| EZ2235| PID Reference Object Distance Geod. Az | EZ2235| dddmmss.s | EZ2235| EZ2233 MESSER APPROX. 2.7 KM 0781450.8 | EZ2235| EZ2236 BARBER 481.952 METERS 2754137.0 | EZ2235|---------------------------------------------------------------------| EZ2235 EZ2235 SUPERSEDED SURVEY CONTROL EZ2235 EZ2235 NAD 27 - 35 35 00.76432(N) 078 40 18.69942(W) AD( ) 2 EZ2235 NGVD 29 (??/??/92) 106.000 (m) 347.77 (f) ADJ UNCH 2 2 EZ2235 EZ2235.Superseded values are not recommended for survey control. EZ2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2235.See file dsdata.txt to determine how the superseded data were derived. EZ2235 EZ2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1097040272(NAD 83) EZ2235_MARKER: DE = TRAVERSE STATION DISK EZ2235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2235_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2235_STAMPING: MT PLEASANT 1976 EZ2235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2235+STABILITY: SURFACE MOTION EZ2235 EZ2235 HISTORY - Date Condition Report By EZ2235 HISTORY - 1976 MONUMENTED NCGS EZ2235 HISTORY - 1976 GOOD NCGS EZ2235 HISTORY - 1987 GOOD USPSQD EZ2235 EZ2235 STATION DESCRIPTION EZ2235 EZ2235'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2235'MT PLEASANT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2235'IN THE VICINITY OF WILLOW SPRINGS, NORTH CAROLINA. EZ2235' EZ2235'MT PLEASANT IS LOCATED APPROXIMATELY 3.5 MILES EAST OF WILLOW EZ2235'SPRINGS AND 9.6 MILES SSW OF GARNER. TO REACH STATION FROM EZ2235'INTERSECTION OF NC 42 WITH NC 50 NEAR THE JOHNSTON-WAKE COUNTY EZ2235'LINE, PROCEED WESTERLY ALONG NC 42 FOR 4.2 MILES TO INTERSECTION EZ2235'WITH SR 2739 (NNE) AND SR 2740 (SSE) AND STATION ON LEFT, IN EZ2235'SOUTHWEST QUADRANT OF THE CROSSROADS AND 1.2 MILES SOUTHEAST OF EZ2235'BLALOCKS CROSSROADS. EZ2235' EZ2235'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2235'MT PLEASANT 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ2235'OF WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND. EZ2235' EZ2235'MARK IS 25.0 FT S OF C/L OF NC 42 EZ2235' EZ2235'99.5 FT W OF C/L OF SR 2740 EZ2235' EZ2235'97.3 FT WSW OF C/L INTERSECTION OF HIGHWAY WITH SR 2740 EZ2235' EZ2235'69.2 FT SSW OF CENTER OF TOP OF TELEPHONE PEDESTAL 70 AND POLE EZ2235'WITH ALUMINUM REF. TAG EZ2235' EZ2235'21.7 FT NNE OF 14 INCH PINE WITH ALUMINUM REF. TAG EZ2235' EZ2235'49.0 FT ENE OF 8 INCH PINE WITH ALUMINUM REF. TAG EZ2235 EZ2235 STATION RECOVERY (1976) EZ2235 EZ2235'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2235'3.5 MI E FROM WILLOW SPRINGS. EZ2235'TO REACH STATION FROM INTERSECTION OF NC 42 WITH NC 50 NEAR THE EZ2235'JOHNSTON-WAKE COUNTY LINE, PROCEED WESTERLY ALONG NC 42 FOR 4.2 MILES EZ2235'TO INTERSECTION WITH SR 2739 (NNE) AND SR 2740 (SSE) AND STATION ON EZ2235'LEFT, IN SOUTHWEST QUADRANT OF THE CROSSROADS, 1.2 MILES SOUTHEAST OF EZ2235'BLALOCKS CROSSROADS. 25.0 FT. S OF CENTERLINE OF NC 42, 99.5 FT. W OF EZ2235'CENTERLINE OF SR 2740, 97.3 FT. WSW OF CENTERLINE INTERSECTION OF EZ2235'HIGHWAY WITH SR 2740, 69.2 FT. SSW OF CENTER OF TOP OF TELEPHONE EZ2235'PEDESTAL NO. 70 AND POLE WITH ALUMINUM REF. TAG, 21.7 FT. NNE OF 14 EZ2235'INCH PINE WITH ALUMINUM REF. TAG AND 49.0 FT. ENE OF 8 INCH PINE WITH EZ2235'ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER, 4 INCHES BELOW EZ2235'THE SURFACE OF THE GROUND. EZ2235 EZ2235 STATION RECOVERY (1987) EZ2235 EZ2235'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ2235'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0983 *********************************************************************** EZ0983 DESIGNATION - MT ZION EZ0983 PID - EZ0983 EZ0983 STATE/COUNTY- NC/WAKE EZ0983 USGS QUAD - RALEIGH WEST (1988) EZ0983 EZ0983 *CURRENT SURVEY CONTROL EZ0983 ___________________________________________________________________ EZ0983* NAD 83(1986)- 35 51 48.10939(N) 078 40 51.12753(W) ADJUSTED EZ0983* NAVD 88 - 128.376 (meters) 421.18 (feet) ADJUSTED EZ0983 ___________________________________________________________________ EZ0983 LAPLACE CORR- -6.85 (seconds) DEFLEC99 EZ0983 GEOID HEIGHT- -32.53 (meters) GEOID03 EZ0983 DYNAMIC HT - 128.267 (meters) 420.82 (feet) COMP EZ0983 MODELED GRAV- 979,785.0 (mgal) NAVD 88 EZ0983 EZ0983 HORZ ORDER - SECOND EZ0983 VERT ORDER - SECOND CLASS 0 EZ0983 EZ0983.The North Carolina HARNS have been completed but, EZ0983.due to contractual restrictions, coordinates for these stations EZ0983.will NOT be published in the near future. In the interim, the EZ0983.published coordinates in North Carolina will not be EZ0983.consistent with the Continuously Operating Reference Stations EZ0983.(CORS). The HARN coordinates for these stations are available EZ0983.upon request. Contact Gary Thompson(919-733-3836). EZ0983. EZ0983.In addition, the published North Carolina positions EZ0983.(NAD 83 (1986)) are NOT consistent with those determined in EZ0983.adjacent state readjustments. The discontinuity between stations EZ0983.located in North Carolina and those in adjacent states EZ0983.which have been adjusted to the HARN may be as much as 5 EZ0983.decimeters. This will result in a significant loss of accuracy EZ0983.over lines crossing such state borders. EZ0983 EZ0983 EZ0983.The horizontal coordinates were established by classical geodetic methods EZ0983.and adjusted by the National Geodetic Survey in July 1986. EZ0983 EZ0983.The orthometric height was determined by differential leveling EZ0983.and adjusted by the National Geodetic Survey in June 1991. EZ0983 EZ0983.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0983 EZ0983.The geoid height was determined by GEOID03. EZ0983 EZ0983.The dynamic height is computed by dividing the NAVD 88 EZ0983.geopotential number by the normal gravity value computed on the EZ0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0983.degrees latitude (g = 980.6199 gals.). EZ0983 EZ0983.The modeled gravity was interpolated from observed gravity values. EZ0983 EZ0983; North East Units Scale Factor Converg. EZ0983;SPC NC - 234,487.051 638,422.740 MT 0.99992945 +0 11 03.1 EZ0983;SPC NC - 769,312.93 2,094,558.61 sFT 0.99992945 +0 11 03.1 EZ0983;UTM 17 - 3,971,277.192 709,395.831 MT 1.00014032 +1 21 33.0 EZ0983 EZ0983! - Elev Factor x Scale Factor = Combined Factor EZ0983!SPC NC - 0.99998496 x 0.99992945 = 0.99991441 EZ0983!UTM 17 - 0.99998496 x 1.00014032 = 1.00012527 EZ0983 EZ0983|---------------------------------------------------------------------| EZ0983| PID Reference Object Distance Geod. Az | EZ0983| dddmmss.s | EZ0983| EZ0984 FERGUSONS 394.359 METERS 17840 | EZ0983|---------------------------------------------------------------------| EZ0983 EZ0983 SUPERSEDED SURVEY CONTROL EZ0983 EZ0983 NAD 27 - 35 51 47.57660(N) 078 40 52.11134(W) AD( ) 2 EZ0983 NGVD 29 (??/??/92) 128.649 (m) 422.08 (f) ADJ UNCH 2 0 EZ0983 EZ0983.Superseded values are not recommended for survey control. EZ0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0983.See file dsdata.txt to determine how the superseded data were derived. EZ0983 EZ0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0939671277(NAD 83) EZ0983_MARKER: DE = TRAVERSE STATION DISK EZ0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0983_STAMPING: MT ZION 1961 EZ0983_MARK LOGO: NCGS EZ0983_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0983+STABILITY: SURFACE MOTION EZ0983 EZ0983 HISTORY - Date Condition Report By EZ0983 HISTORY - 1961 MONUMENTED NCGS EZ0983 HISTORY - 1973 GOOD NCGS EZ0983 HISTORY - 1973 GOOD NCGS EZ0983 HISTORY - 1981 GOOD LOCSUR EZ0983 HISTORY - 1984 GOOD USPSQD EZ0983 HISTORY - 1984 GOOD USPSQD EZ0983 HISTORY - 19910423 MARK NOT FOUND USPSQD EZ0983 HISTORY - 19920312 SEE DESCRIPTION NCGS EZ0983 HISTORY - 20040609 MARK NOT FOUND USPSQD EZ0983 EZ0983 STATION DESCRIPTION EZ0983 EZ0983'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ0983'MT. ZION IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ0983'ESTABLISHED IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ0983' EZ0983'MT. ZION IS 6.6 MILES WNW OF RALEIGH. PROCEED WEST ON EZ0983'U.S. 70 FOR 5.3 MILES TO BRIDGE OVER CRABTREE CREEK, EZ0983'CONTINUE ON U.S. 70 0.4 MILES TO INTERSECTION OF NC 50 EZ0983'TOWARDS CREEDMOOR AND GO 1.55 MILES ON NC 50 TO STATION ON EZ0983'LEFT OF NC 50, IN TRAFFIC ISLAND FORMED BY SR 1825 FROM THE EZ0983'NORTHWEST. STATION IS AT THE NORTH END OF THE FIRST EZ0983'TRAFFIC ISLAND AT THE INTERSECTION OF NC 50 AND SR 1825. EZ0983' EZ0983'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0983'MT. ZION 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE EZ0983'TOP OF WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EZ0983' EZ0983'MARK IS EZ0983' EZ0983'20.5 FT W OF C/L OF NC 50 EZ0983' EZ0983'29.9 FT S OF STOP SIGN WITH ALUMINUM REF. TAG EZ0983' EZ0983'35.3 FT NNE OF DO NOT ENTER SIGN WITH ALUMINUM REF. TAG EZ0983' EZ0983'97.5 FT WNW OF PP WITH ALUMINUM REF. TAG EZ0983 EZ0983 STATION RECOVERY (1973) EZ0983 EZ0983'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EZ0983'GOOD EZ0983 EZ0983 STATION RECOVERY (1973) EZ0983 EZ0983'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0983'4.4 MI W FROM MILLBROOK. EZ0983'MT. ZION IS LOCATED APPROXIMATELY 6.2 MILES NNW OF CAPITOL SQUARE EZ0983'IN RALEIGH. TO REACH STATION FROM INTERSECTION OF NC 50 WITH EZ0983'U.S. 70 AT CRABTREE VALLEY MALL, PROCEED NORTH ALONG NC 50 FOR EZ0983'1.45 MILES TO STATION ON LEFT IN THE SOUTHERNMOST OF 2 TRAFFIC EZ0983'ISLANDS FORMED BY Y-INTERSECTIONS WITH SR 1825 FROM, 20.5 FT EZ0983'W OF C/L OF NC 50, 19.0 FT ENE OF C/L OF SR 1825, 3.3 FT S OF EZ0983'NORTHERNMOST CURB OF TRAFFIC ISLAND, 2.3 FT W OF E CURB OF EZ0983'TRAFFIC ISLAND, 0.5 FT SE OF STOP SIGN POST W/ALUMINUM REF. TAG, EZ0983'35.3 FT NNE OF DO NOT ENTER SIGN POST W/ALUMINUM REF. TAG, EZ0983'AND 97.5 FT NW OF PP W/ALUMINUM REF. TAG. DISK IS SET IN EZ0983'CONCRETE CYLINDER 5 INCHES BELOW THE SURFACE OF THE GROUND. EZ0983 EZ0983 STATION RECOVERY (1981) EZ0983 EZ0983'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (RWK) EZ0983'THE STATION WAS RECOVERED IN GOOD CONDITION. DESCRIPTION IS ADEQUATE EZ0983'EXCEPT FOR THE FOLLOWING CORRECTIONS. STOP SIGN WITH REFERENCE TAG HAS EZ0983'BEEN MOVED, STATION MARK IS AT THE BASE OF STOP SIGN ON SOUTHEAST EZ0983'SIDE. EZ0983 EZ0983 STATION RECOVERY (1984) EZ0983 EZ0983'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGS) EZ0983'MT. ZION 1961 RECOVERED GOOD. EZ0983' EZ0983'THE STATION WAS FOUND GOOD AS DESCRIBED WITH THE EXCEPTION THAT EZ0983'THE STOP SIGN REFERENCE SHOULD READ--0.2 FEET SOUTH OF STOP SIGN EZ0983'WITH ALUMINUM REF. TAG. THE STATION IS RIGHT AT THE BASE OF THE EZ0983'STOP SIGN ON THE SOUTH SIDE. EZ0983 EZ0983 STATION RECOVERY (1984) EZ0983 EZ0983'RECOVERY NOTE BY US POWER SQUADRON 1984 EZ0983'THE STOP SIGN REFERENCE SHOULD READ: 0.2 SOUTH OF STOP SIGN WITH EZ0983'ALUMINUM REF. TAG. THE STATION IS RIGHT AT THE BASE OF THE STOP SIGN EZ0983'ON THE SOUTH SIDE. EZ0983 EZ0983 STATION RECOVERY (1991) EZ0983 EZ0983'RECOVERY NOTE BY US POWER SQUADRON 1991 (GS) EZ0983'MARK NOT FOUND. EZ0983 EZ0983 STATION RECOVERY (1992) EZ0983 EZ0983'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (EWB) EZ0983'MARK WAS SEARCHED FOR BUT NOT FOUND--A NEW TRAFFIC ISLAND EXISTS. EZ0983 EZ0983 STATION RECOVERY (2004) EZ0983 EZ0983'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN) EZ0983'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AH6720 *********************************************************************** AH6720 DESIGNATION - MUCHMORE AH6720 PID - AH6720 AH6720 STATE/COUNTY- NC/WAKE AH6720 USGS QUAD - KNIGHTDALE (1993) AH6720 AH6720 *CURRENT SURVEY CONTROL AH6720 ___________________________________________________________________ AH6720* NAD 83(1986)- 35 48 15.16516(N) 078 25 43.70397(W) ADJUSTED AH6720* NAVD 88 - 101.1 (meters) 332. (feet) VERTCON AH6720 ___________________________________________________________________ AH6720 LAPLACE CORR- -5.70 (seconds) DEFLEC99 AH6720 GEOID HEIGHT- -33.74 (meters) GEOID03 AH6720 AH6720 HORZ ORDER - SECOND AH6720 AH6720.The North Carolina HARNS have been completed but, AH6720.due to contractual restrictions, coordinates for these stations AH6720.will NOT be published in the near future. In the interim, the AH6720.published coordinates in North Carolina will not be AH6720.consistent with the Continuously Operating Reference Stations AH6720.(CORS). The HARN coordinates for these stations are available AH6720.upon request. Contact Gary Thompson(919-733-3836). AH6720. AH6720.In addition, the published North Carolina positions AH6720.(NAD 83 (1986)) are NOT consistent with those determined in AH6720.adjacent state readjustments. The discontinuity between stations AH6720.located in North Carolina and those in adjacent states AH6720.which have been adjusted to the HARN may be as much as 5 AH6720.decimeters. This will result in a significant loss of accuracy AH6720.over lines crossing such state borders. AH6720 AH6720 AH6720.The horizontal coordinates were established by classical geodetic methods AH6720.and adjusted by the National Geodetic Survey in September 1997. AH6720 AH6720.The NAVD 88 height was computed by applying the VERTCON shift value to AH6720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH6720 AH6720.The Laplace correction was computed from DEFLEC99 derived deflections. AH6720 AH6720.The geoid height was determined by GEOID03. AH6720 AH6720; North East Units Scale Factor Converg. AH6720;SPC NC - 228,026.568 661,224.648 MT 0.99991897 +0 19 46.8 AH6720;SPC NC - 748,117.17 2,169,367.87 sFT 0.99991897 +0 19 46.8 AH6720;UTM 17 - 3,965,284.030 732,331.801 MT 1.00026519 +1 30 17.5 AH6720 AH6720! - Elev Factor x Scale Factor = Combined Factor AH6720!SPC NC - 0.99998943 x 0.99991897 = 0.99990840 AH6720!UTM 17 - 0.99998943 x 1.00026519 = 1.00025462 AH6720 AH6720 SUPERSEDED SURVEY CONTROL AH6720 AH6720 NGVD 29 (09/29/97) 101.4 (m) 333. (f) VERT ANG AH6720 AH6720.Superseded values are not recommended for survey control. AH6720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH6720.See file dsdata.txt to determine how the superseded data were derived. AH6720 AH6720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3233265284(NAD 83) AH6720_MARKER: DH = HORIZONTAL CONTROL DISK AH6720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH6720_STAMPING: MUCHMORE 1986 AH6720_MARK LOGO: NCGS AH6720_PROJECTION: FLUSH AH6720_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AH6720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH6720+STABILITY: SURFACE MOTION AH6720 AH6720 HISTORY - Date Condition Report By AH6720 HISTORY - 1986 MONUMENTED NCGS AH6720 AH6720 STATION DESCRIPTION AH6720 AH6720'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AH6720'STATION IS LOCATED ABOUT 5.0 KM (3.10 MI) EAST-NORTHEAST OF KNIGHTDALE AH6720'AND 5.6 KM (3.45 MI) WEST-NORTHWEST OF WENDELL. AT THE JUNCTION OF US AH6720'64 BUSINESS AND US 64 BYPASS 0.9 KM (0.55 MI) SOUTHEAST OF THE RALEIGH AH6720'EAST (KNIGHTDALE) AIRPORT IN GRASS MEDIAN BETWEEN HIGHWAYS. MARK IS AH6720'RECESSED 1 INCH BELOW GROUND AND IS LEVEL WITH HIGHWAY. LOCATED 8.0 M AH6720'(26.2 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF US 64 BYPASS, 18.1 M AH6720'(59.4 FT) NORTH THE CENTERLINE OF US 64 BUSINESS, 35.7 M (117.1 FT) AH6720'WEST OF THE WEST END OF GUARDRAIL, 40.8 M (133.9 FT) SOUTHWEST OF THE AH6720'WEST END OF GUARDRAIL ON NORTH SIDE OF US 64 BYPASS, AND 32.5 M (106.6 AH6720'FT) EAST OF NORTH POST OF ROAD SIGN. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5239 *********************************************************************** EZ5239 DESIGNATION - MUNN EZ5239 PID - EZ5239 EZ5239 STATE/COUNTY- NC/WAKE EZ5239 USGS QUAD - GARNER (1993) EZ5239 EZ5239 *CURRENT SURVEY CONTROL EZ5239 ___________________________________________________________________ EZ5239* NAD 83(1986)- 35 41 50.54767(N) 078 35 18.31810(W) ADJUSTED EZ5239* NAVD 88 - 115.9 (meters) 380. (feet) VERTCON EZ5239 ___________________________________________________________________ EZ5239 LAPLACE CORR- -7.55 (seconds) DEFLEC99 EZ5239 GEOID HEIGHT- -33.31 (meters) GEOID03 EZ5239 EZ5239 HORZ ORDER - SECOND EZ5239 EZ5239.The North Carolina HARNS have been completed but, EZ5239.due to contractual restrictions, coordinates for these stations EZ5239.will NOT be published in the near future. In the interim, the EZ5239.published coordinates in North Carolina will not be EZ5239.consistent with the Continuously Operating Reference Stations EZ5239.(CORS). The HARN coordinates for these stations are available EZ5239.upon request. Contact Gary Thompson(919-733-3836). EZ5239. EZ5239.In addition, the published North Carolina positions EZ5239.(NAD 83 (1986)) are NOT consistent with those determined in EZ5239.adjacent state readjustments. The discontinuity between stations EZ5239.located in North Carolina and those in adjacent states EZ5239.which have been adjusted to the HARN may be as much as 5 EZ5239.decimeters. This will result in a significant loss of accuracy EZ5239.over lines crossing such state borders. EZ5239 EZ5239 EZ5239.The horizontal coordinates were established by classical geodetic methods EZ5239.and adjusted by the National Geodetic Survey in July 1986. EZ5239 EZ5239.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5239 EZ5239.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5239 EZ5239.The geoid height was determined by GEOID03. EZ5239 EZ5239; North East Units Scale Factor Converg. EZ5239;SPC NC - 216,102.156 646,848.170 MT 0.99990275 +0 14 15.2 EZ5239;SPC NC - 708,995.16 2,122,201.04 sFT 0.99990275 +0 14 15.2 EZ5239;UTM 17 - 3,953,064.054 718,197.916 MT 1.00018672 +1 24 27.8 EZ5239 EZ5239! - Elev Factor x Scale Factor = Combined Factor EZ5239!SPC NC - 0.99998703 x 0.99990275 = 0.99988978 EZ5239!UTM 17 - 0.99998703 x 1.00018672 = 1.00017375 EZ5239 EZ5239: Primary Azimuth Mark Grid Az EZ5239:SPC NC - HUDSON 293 06 17.7 EZ5239:UTM 17 - HUDSON 291 56 05.1 EZ5239 EZ5239|---------------------------------------------------------------------| EZ5239| PID Reference Object Distance Geod. Az | EZ5239| dddmmss.s | EZ5239| EZ0760 GARNER RESET 304.652 METERS 07108 | EZ5239| EZ2209 HUDSON APPROX. 2.5 KM 2932032.9 | EZ5239|---------------------------------------------------------------------| EZ5239 EZ5239 SUPERSEDED SURVEY CONTROL EZ5239 EZ5239 NAD 27 - 35 41 49.99206(N) 078 35 19.30286(W) AD( ) 2 EZ5239 NGVD 29 (07/19/86) 116.2 (m) 381. (f) VERT ANG EZ5239 EZ5239.Superseded values are not recommended for survey control. EZ5239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5239.See file dsdata.txt to determine how the superseded data were derived. EZ5239 EZ5239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1819853064(NAD 83) EZ5239_MARKER: DE = TRAVERSE STATION DISK EZ5239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5239_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5239_STAMPING: MUNN 1965 EZ5239_MARK LOGO: NCGS EZ5239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5239+STABILITY: SURFACE MOTION EZ5239 EZ5239 HISTORY - Date Condition Report By EZ5239 HISTORY - 1965 MONUMENTED NCGS EZ5239 HISTORY - 20040607 MARK NOT FOUND USPSQD EZ5239 EZ5239 STATION DESCRIPTION EZ5239 EZ5239'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ5239'MUNN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5239'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5239' EZ5239'MUNN IS 6.4 MILES SSE OF RALEIGH AND 1.45 MILES E OF EZ5239'GARNER. LOCATED ALONG U.S. 70 1.6 MILES SE OF U.S. 70 AND EZ5239'NC 50. 0.3 MILES NW OF SR 2547 (BURNETTES STORE). AND IN THE EZ5239'MEDIAN IN FRONT OF MR. MUNNS BRICK HOUSE. EZ5239' EZ5239'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5239'MUNN 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5239'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ5239' EZ5239'MARK IS EZ5239' EZ5239'19.3 FT S OF C/L OF W BOUND LANE EZ5239' EZ5239'34.0 FT N OF C/L OF E BOUND LANE EZ5239' EZ5239'8.0 FT S OF YELLOW ARROW PAINTED ON W BOUND LANE EZ5239' EZ5239'22.5 FT N OF YELLOW ARROW PAINTED ON E BOUND LANE EZ5239' EZ5239'98.8 FT S OF PP WITH ALUMINUM REF. TAG EZ5239' EZ5239'32.9 FT S OF C/L OF R. L. MUNNS DRIVE EZ5239' EZ5239'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ5239 EZ5239 STATION RECOVERY (2004) EZ5239 EZ5239'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN) EZ5239'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5435 *********************************************************************** EZ5435 DESIGNATION - MURPHY EZ5435 PID - EZ5435 EZ5435 STATE/COUNTY- NC/WAKE EZ5435 USGS QUAD - CARY (1993) EZ5435 EZ5435 *CURRENT SURVEY CONTROL EZ5435 ___________________________________________________________________ EZ5435* NAD 83(1986)- 35 47 10.92194(N) 078 47 45.02853(W) ADJUSTED EZ5435* NAVD 88 - 144.7 (meters) 475. (feet) VERTCON EZ5435 ___________________________________________________________________ EZ5435 LAPLACE CORR- -6.05 (seconds) DEFLEC99 EZ5435 GEOID HEIGHT- -32.24 (meters) GEOID03 EZ5435 EZ5435 HORZ ORDER - SECOND EZ5435 EZ5435.The North Carolina HARNS have been completed but, EZ5435.due to contractual restrictions, coordinates for these stations EZ5435.will NOT be published in the near future. In the interim, the EZ5435.published coordinates in North Carolina will not be EZ5435.consistent with the Continuously Operating Reference Stations EZ5435.(CORS). The HARN coordinates for these stations are available EZ5435.upon request. Contact Gary Thompson(919-733-3836). EZ5435. EZ5435.In addition, the published North Carolina positions EZ5435.(NAD 83 (1986)) are NOT consistent with those determined in EZ5435.adjacent state readjustments. The discontinuity between stations EZ5435.located in North Carolina and those in adjacent states EZ5435.which have been adjusted to the HARN may be as much as 5 EZ5435.decimeters. This will result in a significant loss of accuracy EZ5435.over lines crossing such state borders. EZ5435 EZ5435 EZ5435.The horizontal coordinates were established by classical geodetic methods EZ5435.and adjusted by the National Geodetic Survey in July 1986. EZ5435 EZ5435.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5435 EZ5435.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5435 EZ5435.The geoid height was determined by GEOID03. EZ5435 EZ5435; North East Units Scale Factor Converg. EZ5435;SPC NC - 225,917.156 628,056.881 MT 0.99991602 +0 07 04.2 EZ5435;SPC NC - 741,196.54 2,060,549.95 sFT 0.99991602 +0 07 04.2 EZ5435;UTM 17 - 3,962,495.167 699,205.660 MT 1.00008901 +1 17 21.6 EZ5435 EZ5435! - Elev Factor x Scale Factor = Combined Factor EZ5435!SPC NC - 0.99998234 x 0.99991602 = 0.99989836 EZ5435!UTM 17 - 0.99998234 x 1.00008901 = 1.00007135 EZ5435 EZ5435: Primary Azimuth Mark Grid Az EZ5435:SPC NC - CHATHAM 077 47 03.1 EZ5435:UTM 17 - CHATHAM 076 36 45.7 EZ5435 EZ5435|---------------------------------------------------------------------| EZ5435| PID Reference Object Distance Geod. Az | EZ5435| dddmmss.s | EZ5435| EZ1890 CHATHAM APPROX. 0.6 KM 0775407.3 | EZ5435| EZ0602 DOH=T 20 442.942 METERS 2222230.7 | EZ5435|---------------------------------------------------------------------| EZ5435 EZ5435 SUPERSEDED SURVEY CONTROL EZ5435 EZ5435 NAD 27 - 35 47 10.39615(N) 078 47 46.01122(W) AD( ) 2 EZ5435 NGVD 29 (07/19/86) 145.0 (m) 476. (f) VERT ANG EZ5435 EZ5435.Superseded values are not recommended for survey control. EZ5435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5435.See file dsdata.txt to determine how the superseded data were derived. EZ5435 EZ5435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9920662495(NAD 83) EZ5435_MARKER: DE = TRAVERSE STATION DISK EZ5435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5435_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5435_STAMPING: MURPHY 1965 EZ5435_MARK LOGO: NCGS EZ5435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5435+STABILITY: SURFACE MOTION EZ5435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5435+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2004 EZ5435 EZ5435 HISTORY - Date Condition Report By EZ5435 HISTORY - 1965 MONUMENTED NCGS EZ5435 HISTORY - 1980 GOOD NCGS EZ5435 HISTORY - 20040611 GOOD USPSQD EZ5435 EZ5435 STATION DESCRIPTION EZ5435 EZ5435'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ5435'MURPHY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5435'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5435' EZ5435'MURPHY IS 0.8 MILES W OF CARY. LOCATED 0.4 MILES W ALONG SR EZ5435'1616 (HIGH HOUSE RD.) FROM Y INTERSECTION OF OLD U.S. 1 AND 64 EZ5435'(SR 1011). TO REACH STATION FROM THE INTERSECTION OF U.S. 64 AND EZ5435'HIGH HOUSE RD. (SR 1616), GO W ON HIGH HOUSE RD. ACROSS TRACKS EZ5435'APPROXIMATELY 150 FT TO NW QUADRANT OF THE INTERSECTION OF EZ5435'HIGH HOUSE RD. AND MURPHY DR. AT THE ENTRANCE OF OAKWOOD EZ5435'HEIGHTS, S OF A HEDGE ROW RUNNING EAST AND WEST. EZ5435' EZ5435'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ5435'MURPHY 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ5435'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5435' EZ5435'MARK IS EZ5435' EZ5435'88.6 FT SE OF SW CORNER OF HOUSE EZ5435' EZ5435'92.8 FT SW OF SE CORNER OF HOUSE EZ5435' EZ5435'38.9 FT N OF C/L OF HIGH HOUSE RD. EZ5435' EZ5435'83.6 FT E OF C/L OF MURPHY DR. EZ5435' EZ5435'89.4 FT NW OF PP WITH ALUMINUM REF. TAG EZ5435' EZ5435'100.0 FT E OF PP WITH ALUMINUM REF. TAG EZ5435' EZ5435'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ5435 EZ5435 STATION RECOVERY (1980) EZ5435 EZ5435'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EZ5435'THE STATION WAS RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS EZ5435'ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS. SR 1616 HAS HAD ITS EZ5435'NAMES CHANGED TO OLD APEX ROAD. THE STATION IS ALSO 111.4 FEET EZ5435'NORTHWEST OF THE NORTHWEST CORNER OF A RAILROAD SIGNAL, 32.4 FEET EZ5435'NORTHEAST OF A FIRE HYDRANT, 33.4 FEET NORTHEAST OF A WATER METER COPY EZ5435'AND 84.4 (NOT 89.4) FEET NORTHWEST OF A POWER POLE WITH REFERENCE TAG. EZ5435 EZ5435 STATION RECOVERY (2004) EZ5435 EZ5435'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN) EZ5435'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1096 *********************************************************************** EZ1096 DESIGNATION - MYATT EZ1096 PID - EZ1096 EZ1096 STATE/COUNTY- NC/WAKE EZ1096 USGS QUAD - SOUTHEAST DURHAM (1993) EZ1096 EZ1096 *CURRENT SURVEY CONTROL EZ1096 ___________________________________________________________________ EZ1096* NAD 83(1986)- 35 53 01.44834(N) 078 48 56.37381(W) ADJUSTED EZ1096* NAVD 88 - 122.043 (meters) 400.40 (feet) ADJUSTED EZ1096 ___________________________________________________________________ EZ1096 LAPLACE CORR- -6.18 (seconds) DEFLEC99 EZ1096 GEOID HEIGHT- -31.93 (meters) GEOID03 EZ1096 DYNAMIC HT - 121.940 (meters) 400.06 (feet) COMP EZ1096 MODELED GRAV- 979,793.3 (mgal) NAVD 88 EZ1096 EZ1096 HORZ ORDER - SECOND EZ1096 VERT ORDER - SECOND CLASS II EZ1096 EZ1096.The North Carolina HARNS have been completed but, EZ1096.due to contractual restrictions, coordinates for these stations EZ1096.will NOT be published in the near future. In the interim, the EZ1096.published coordinates in North Carolina will not be EZ1096.consistent with the Continuously Operating Reference Stations EZ1096.(CORS). The HARN coordinates for these stations are available EZ1096.upon request. Contact Gary Thompson(919-733-3836). EZ1096. EZ1096.In addition, the published North Carolina positions EZ1096.(NAD 83 (1986)) are NOT consistent with those determined in EZ1096.adjacent state readjustments. The discontinuity between stations EZ1096.located in North Carolina and those in adjacent states EZ1096.which have been adjusted to the HARN may be as much as 5 EZ1096.decimeters. This will result in a significant loss of accuracy EZ1096.over lines crossing such state borders. EZ1096 EZ1096 EZ1096.The horizontal coordinates were established by classical geodetic methods EZ1096.and adjusted by the National Geodetic Survey in July 1986. EZ1096 EZ1096.The orthometric height was determined by differential leveling EZ1096.and adjusted by the National Geodetic Survey in June 1991. EZ1096 EZ1096.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1096 EZ1096.The geoid height was determined by GEOID03. EZ1096 EZ1096.The dynamic height is computed by dividing the NAVD 88 EZ1096.geopotential number by the normal gravity value computed on the EZ1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1096.degrees latitude (g = 980.6199 gals.). EZ1096 EZ1096.The modeled gravity was interpolated from observed gravity values. EZ1096 EZ1096; North East Units Scale Factor Converg. EZ1096;SPC NC - 236,716.424 626,245.291 MT 0.99993331 +0 06 23.0 EZ1096;SPC NC - 776,627.13 2,054,606.43 sFT 0.99993331 +0 06 23.0 EZ1096;UTM 17 - 3,973,256.805 697,173.063 MT 1.00007907 +1 16 50.7 EZ1096 EZ1096! - Elev Factor x Scale Factor = Combined Factor EZ1096!SPC NC - 0.99998586 x 0.99993331 = 0.99991917 EZ1096!UTM 17 - 0.99998586 x 1.00007907 = 1.00006493 EZ1096 EZ1096 SUPERSEDED SURVEY CONTROL EZ1096 EZ1096 NAD 27 - 35 53 00.92538(N) 078 48 57.35406(W) AD( ) 2 EZ1096 NGVD 29 (??/??/92) 122.293 (m) 401.22 (f) ADJ UNCH 2 2 EZ1096 EZ1096.Superseded values are not recommended for survey control. EZ1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1096.See file dsdata.txt to determine how the superseded data were derived. EZ1096 EZ1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9717373257(NAD 83) EZ1096_MARKER: DE = TRAVERSE STATION DISK EZ1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1096_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1096_STAMPING: MYATT 1973 EZ1096_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1096+STABILITY: SURFACE MOTION EZ1096 EZ1096 HISTORY - Date Condition Report By EZ1096 HISTORY - 1973 MONUMENTED NCGS EZ1096 HISTORY - 1974 GOOD NCGS EZ1096 HISTORY - 1987 GOOD USPSQD EZ1096 HISTORY - 1987 GOOD USPSQD EZ1096 HISTORY - 1988 GOOD USPSQD EZ1096 HISTORY - 20040805 SEE DESCRIPTION NCGS EZ1096 HISTORY - 20050529 MARK NOT FOUND USPSQD EZ1096 EZ1096 STATION DESCRIPTION EZ1096 EZ1096'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (LWA) EZ1096'MYATT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ1096'VICINITY OF MORRISVILLE, NORTH CAROLINA. EZ1096' EZ1096'MYATT IS LOCATED APPROXIMATELY 4.2 MILES NORTH OF MORRISVILLE, AND EZ1096'12.3 MILES NW OF RALEIGH. TO REACH STATION FROM THE PAGE ROAD EZ1096'OVERPASS OF I-40 (WEST), PROCEED NE ALONG PAGE ROAD FOR 0.7 MILES EZ1096'TO T INTERSECTION WITH SR 1642, THENCE SE ALONG SR 1642 FOR 0.85 EZ1096'MILES TO T INTERSECTION WITH SR 1789 AND STATION ON LEFT, ACROSS EZ1096'DITCH AND APPROXIMATELY ON PROJECTION OF SR 1789 CENTERLINE. EZ1096' EZ1096'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED MYATT EZ1096'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 3 EZ1096'INCHES BELOW THE SURFACE OF THE GROUND. EZ1096' EZ1096'MARK IS EZ1096'29.3 FEET NE OF C/L OF SR 1642. EZ1096'8.0 FEET E OF PROJECTION OF C/L OF SR 1789. EZ1096'23.4 FEET ESE OF PP W/ALUMINUM REF. TAG. EZ1096'13.2 FEET WSW OF 16 INCH OAK W/ALUMINUM REF. TAG. EZ1096'131.2 FEET NNW OF 10 INCH PINE TREE (IN SE QUADRANT OF EZ1096'INTERSECTION). EZ1096 EZ1096 STATION RECOVERY (1974) EZ1096 EZ1096'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 EZ1096'4.2 MI N FROM MORRISVILLE. EZ1096'MYATT IS LOCATED APPROXIMATELY 12.3 MILES NW OF RALEIGH. TO REACH EZ1096'STATION FROM THE PAGE ROAD OVERPASS OF I-40 (WEST), PROCEED NE EZ1096'ALONG PAGE ROAD FOR 0.7 MILES TO T INTERSECTION WITH SR 1642, EZ1096'THENCE SE ALONG SR 1642 FOR 0.85 MILES TO T INTERSECTION WITH SR EZ1096'1789 AND STATION ON LEFT, ACROSS DITCH AND APPROXIMATELY ON EZ1096'PROJECTION OF SR 1789 CENTERLINE, 29.3 FT NE OF C/L OF SR 1642, EZ1096'8.0 FT E OF PROJECTION OF C/L OF SR 1789, 23.4 FT ESE OF PP EZ1096'W/ALUMINUM REF. TAG, 13.2 FT WSW OF 16 IN OAK W/ALUMINUM REF. TAG, EZ1096'AND 131.2 FT NNW OF 10 IN PINE TREE (IN SE QUADRANT OF EZ1096'INTERSECTION). DISK IS SET IN TOP OF CONCRETE CYLINDER, 3 INCHES EZ1096'BELOW THE GROUND. EZ1096 EZ1096 STATION RECOVERY (1987) EZ1096 EZ1096'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCB) EZ1096'RECOVERED IN GOOD CONDITION. EZ1096 EZ1096 STATION RECOVERY (1987) EZ1096 EZ1096'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ1096'RECOVERED IN GOOD CONDITION. EZ1096 EZ1096 STATION RECOVERY (1988) EZ1096 EZ1096'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EZ1096'RECOVERED IN GOOD CONDITION. EZ1096 EZ1096 STATION RECOVERY (2004) EZ1096 EZ1096'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL) EZ1096'STATION IS DESTROYED. DISK NOT FOUND. T-INTERSECTION IS NOW A EZ1096'CROSSROADS, MARK SITE IS PAVED OVER. EZ1096 EZ1096 STATION RECOVERY (2005) EZ1096 EZ1096'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ1096'MARK NOT FOUND 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7510 *********************************************************************** AE7510 DESIGNATION - NASH AE7510 PID - AE7510 AE7510 STATE/COUNTY- NC/WAKE AE7510 USGS QUAD - RALEIGH WEST (1988) AE7510 AE7510 *CURRENT SURVEY CONTROL AE7510 ___________________________________________________________________ AE7510* NAD 83(1986)- 35 46 42.08504(N) 078 38 36.97556(W) ADJUSTED AE7510* NAVD 88 - 101.7 (meters) 334. (feet) VERTCON AE7510 ___________________________________________________________________ AE7510 LAPLACE CORR- -7.42 (seconds) DEFLEC99 AE7510 GEOID HEIGHT- -32.89 (meters) GEOID03 AE7510 AE7510 HORZ ORDER - SECOND AE7510 AE7510.The North Carolina HARNS have been completed but, AE7510.due to contractual restrictions, coordinates for these stations AE7510.will NOT be published in the near future. In the interim, the AE7510.published coordinates in North Carolina will not be AE7510.consistent with the Continuously Operating Reference Stations AE7510.(CORS). The HARN coordinates for these stations are available AE7510.upon request. Contact Gary Thompson(919-733-3836). AE7510. AE7510.In addition, the published North Carolina positions AE7510.(NAD 83 (1986)) are NOT consistent with those determined in AE7510.adjacent state readjustments. The discontinuity between stations AE7510.located in North Carolina and those in adjacent states AE7510.which have been adjusted to the HARN may be as much as 5 AE7510.decimeters. This will result in a significant loss of accuracy AE7510.over lines crossing such state borders. AE7510 AE7510 AE7510.The horizontal coordinates were established by classical geodetic methods AE7510.and adjusted by the National Geodetic Survey in February 1998. AE7510 AE7510.The NAVD 88 height was computed by applying the VERTCON shift value to AE7510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7510 AE7510.The Laplace correction was computed from DEFLEC99 derived deflections. AE7510 AE7510.The geoid height was determined by GEOID03. AE7510 AE7510; North East Units Scale Factor Converg. AE7510;SPC NC - 225,067.316 641,822.028 MT 0.99991473 +0 12 20.5 AE7510;SPC NC - 738,408.35 2,105,711.10 sFT 0.99991473 +0 12 20.5 AE7510;UTM 17 - 3,961,926.935 712,988.180 MT 1.00015903 +1 22 41.5 AE7510 AE7510! - Elev Factor x Scale Factor = Combined Factor AE7510!SPC NC - 0.99998920 x 0.99991473 = 0.99990393 AE7510!UTM 17 - 0.99998920 x 1.00015903 = 1.00014822 AE7510 AE7510 SUPERSEDED SURVEY CONTROL AE7510 AE7510 NGVD 29 (02/27/98) 102.0 (m) 335. (f) VERT ANG AE7510 AE7510.Superseded values are not recommended for survey control. AE7510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7510.See file dsdata.txt to determine how the superseded data were derived. AE7510 AE7510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1298861927(NAD 83) AE7510_MARKER: DH = HORIZONTAL CONTROL DISK AE7510_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. AE7510_SP_SET: CONCRETE SIDEWALK AE7510_STAMPING: NASH 1991 AE7510_MARK LOGO: NCGS AE7510_MAGNETIC: N = NO MAGNETIC MATERIAL AE7510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AE7510 AE7510 HISTORY - Date Condition Report By AE7510 HISTORY - 1991 MONUMENTED NCGS AE7510 HISTORY - 20021126 MARK NOT FOUND INDIV AE7510 HISTORY - 20040520 MARK NOT FOUND USPSQD AE7510 AE7510 STATION DESCRIPTION AE7510 AE7510'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB) AE7510'STATION IS LOCATED 0.3 MI (0.5 KM) SOUTHWEST OF THE STATE CAPITOL IN AE7510'DOWNTOWN RALEIGH. AT THE INTERSECTION OF SOUTH DAWSON AND WEST HARGETT AE7510'STREETS, IN THE SOUTHWEST QUADRANT, IN THE SIDEWALK. MARK IS LEVEL AE7510'WITH STREET. LOCATED 5.0 FT (1.5 M) SOUTH OF THE SOUTH CURB OF AE7510'HARGETT STREET, 8.0 FT (2.4 M) SOUTHEAST OF A FIRE HYDRANT, AND 4.0 FT AE7510'(1.2 M) SOUTHWEST OF A SERVICE POLE WITH A TRAFFIC SIGNAL. NOTE--NCGS AE7510'RECOVERY OF 10-25-93 FOUND THAT A BRICK HANDICAP ACCESS RAMP HAD BEEN AE7510'CONSTRUCTED, DESTROYING THE MARK. AE7510 AE7510 STATION RECOVERY (2002) AE7510 AE7510'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JE) AE7510'SIDEWALK RENOVATIONS HAVE BEEN DONE IN THIS LOCATION. I WAS UNABLE TO AE7510'LOCATE MARK BASED ON DATASHEET DESCRIPTION AND COORDINATES. I BELIEVE AE7510'THE MARKER NO LONGER EXISTS AT THIS LOCATION. AE7510 AE7510 STATION RECOVERY (2004) AE7510 AE7510'RECOVERY NOTE BY US POWER SQUADRON 2004 AE7510'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7314 *********************************************************************** AE7314 DESIGNATION - NATION AE7314 PID - AE7314 AE7314 STATE/COUNTY- NC/WAKE AE7314 USGS QUAD - RALEIGH WEST (1988) AE7314 AE7314 *CURRENT SURVEY CONTROL AE7314 ___________________________________________________________________ AE7314* NAD 83(1986)- 35 50 22.41579(N) 078 41 16.12299(W) ADJUSTED AE7314* NAVD 88 - 98.5 (meters) 323. (feet) VERTCON AE7314 ___________________________________________________________________ AE7314 LAPLACE CORR- -6.91 (seconds) DEFLEC99 AE7314 GEOID HEIGHT- -32.56 (meters) GEOID03 AE7314 AE7314 HORZ ORDER - SECOND AE7314 AE7314.The North Carolina HARNS have been completed but, AE7314.due to contractual restrictions, coordinates for these stations AE7314.will NOT be published in the near future. In the interim, the AE7314.published coordinates in North Carolina will not be AE7314.consistent with the Continuously Operating Reference Stations AE7314.(CORS). The HARN coordinates for these stations are available AE7314.upon request. Contact Gary Thompson(919-733-3836). AE7314. AE7314.In addition, the published North Carolina positions AE7314.(NAD 83 (1986)) are NOT consistent with those determined in AE7314.adjacent state readjustments. The discontinuity between stations AE7314.located in North Carolina and those in adjacent states AE7314.which have been adjusted to the HARN may be as much as 5 AE7314.decimeters. This will result in a significant loss of accuracy AE7314.over lines crossing such state borders. AE7314 AE7314 AE7314.The horizontal coordinates were established by classical geodetic methods AE7314.and adjusted by the National Geodetic Survey in March 1998. AE7314 AE7314.The NAVD 88 height was computed by applying the VERTCON shift value to AE7314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7314 AE7314.The Laplace correction was computed from DEFLEC99 derived deflections. AE7314 AE7314.The geoid height was determined by GEOID03. AE7314 AE7314; North East Units Scale Factor Converg. AE7314;SPC NC - 231,844.084 637,803.992 MT 0.99992511 +0 10 48.7 AE7314;SPC NC - 760,641.80 2,092,528.60 sFT 0.99992511 +0 10 48.7 AE7314;UTM 17 - 3,968,621.535 708,831.270 MT 1.00013741 +1 21 15.5 AE7314 AE7314! - Elev Factor x Scale Factor = Combined Factor AE7314!SPC NC - 0.99998966 x 0.99992511 = 0.99991477 AE7314!UTM 17 - 0.99998966 x 1.00013741 = 1.00012706 AE7314 AE7314 SUPERSEDED SURVEY CONTROL AE7314 AE7314 NGVD 29 (03/10/98) 98.7 (m) 324. (f) VERT ANG AE7314 AE7314.Superseded values are not recommended for survey control. AE7314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7314.See file dsdata.txt to determine how the superseded data were derived. AE7314 AE7314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0883168622(NAD 83) AE7314_MARKER: DH = HORIZONTAL CONTROL DISK AE7314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7314_STAMPING: NATION 1986 AE7314_MARK LOGO: NCGS AE7314_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7314+STABILITY: SURFACE MOTION AE7314 AE7314 HISTORY - Date Condition Report By AE7314 HISTORY - 1986 MONUMENTED NCGS AE7314 AE7314 STATION DESCRIPTION AE7314 AE7314'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7314'STATION IS LOCATED ABOUT 7.9 KM (4.90 MI) NORTHWEST OF CAPITOL SQUARE, AE7314'IN NORTHWEST RALEIGH. ALONG SR 3009 (CREEDMOOR ROAD EXTENSION) FOR 0.8 AE7314'KM (0.50 MI) SOUTHWEST FROM THE US 70-NC 50 INTERSECTION, OR 0.3 KM AE7314'(0.20 MI) NORTHEAST OF MILL VILLAGE ROAD, AT THE BASE OF A 20-FT CUT AE7314'BANK. MARK IS LOCATED 12.8 M (42.0 FT) NORTH-NORTHWEST OF THE AE7314'CENTERLINE OF THE ROAD, 3.1 M (10.2 FT) WEST-NORTHWEST OF THE CENTER AE7314'OF A METAL DROP INLET, 65.1 M (213.6 FT) WEST-SOUTHWEST OF THE CENTER AE7314'OF A METAL DROP INLET, 43.3 M (142.1 FT) EAST-NORTHEAST OF A FIRE AE7314'HYDRANT, AND 9.7 M (31.8 FT) EAST-NORTHEAST OF A RIGHT-OF-WAY AE7314'MONUMENT. MARK IS LEVEL WITH HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6581 *********************************************************************** EZ6581 DESIGNATION - NATURAL EZ6581 PID - EZ6581 EZ6581 STATE/COUNTY- NC/WAKE EZ6581 USGS QUAD - RALEIGH WEST (1988) EZ6581 EZ6581 *CURRENT SURVEY CONTROL EZ6581 ___________________________________________________________________ EZ6581* NAD 83(1986)- 35 47 41.67043(N) 078 42 59.76037(W) ADJUSTED EZ6581* NAVD 88 - 144.3 (meters) 473. (feet) VERTCON EZ6581 ___________________________________________________________________ EZ6581 LAPLACE CORR- -6.99 (seconds) DEFLEC99 EZ6581 GEOID HEIGHT- -32.55 (meters) GEOID03 EZ6581 EZ6581 HORZ ORDER - SECOND EZ6581 EZ6581.The North Carolina HARNS have been completed but, EZ6581.due to contractual restrictions, coordinates for these stations EZ6581.will NOT be published in the near future. In the interim, the EZ6581.published coordinates in North Carolina will not be EZ6581.consistent with the Continuously Operating Reference Stations EZ6581.(CORS). The HARN coordinates for these stations are available EZ6581.upon request. Contact Gary Thompson(919-733-3836). EZ6581. EZ6581.In addition, the published North Carolina positions EZ6581.(NAD 83 (1986)) are NOT consistent with those determined in EZ6581.adjacent state readjustments. The discontinuity between stations EZ6581.located in North Carolina and those in adjacent states EZ6581.which have been adjusted to the HARN may be as much as 5 EZ6581.decimeters. This will result in a significant loss of accuracy EZ6581.over lines crossing such state borders. EZ6581 EZ6581 EZ6581.The horizontal coordinates were established by classical geodetic methods EZ6581.and adjusted by the National Geodetic Survey in December 1992. EZ6581 EZ6581.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6581 EZ6581.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6581 EZ6581.The geoid height was determined by GEOID03. EZ6581 EZ6581; North East Units Scale Factor Converg. EZ6581;SPC NC - 226,882.360 635,217.447 MT 0.99991742 +0 09 48.9 EZ6581;SPC NC - 744,363.21 2,084,042.57 sFT 0.99991742 +0 09 48.9 EZ6581;UTM 17 - 3,963,606.836 706,346.343 MT 1.00012470 +1 20 09.6 EZ6581 EZ6581! - Elev Factor x Scale Factor = Combined Factor EZ6581!SPC NC - 0.99998246 x 0.99991742 = 0.99989988 EZ6581!UTM 17 - 0.99998246 x 1.00012470 = 1.00010715 EZ6581 EZ6581 SUPERSEDED SURVEY CONTROL EZ6581 EZ6581 NGVD 29 (12/28/92) 144.6 (m) 474. (f) VERT ANG EZ6581 EZ6581.Superseded values are not recommended for survey control. EZ6581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6581.See file dsdata.txt to determine how the superseded data were derived. EZ6581 EZ6581_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0634663607(NAD 83) EZ6581_MARKER: DE = TRAVERSE STATION DISK EZ6581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6581_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6581_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ6581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6581+STABILITY: SURFACE MOTION EZ6581_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ6581+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2005 EZ6581 EZ6581 HISTORY - Date Condition Report By EZ6581 HISTORY - 1983 MONUMENTED NCGS EZ6581 HISTORY - 20050129 GOOD USPSQD EZ6581 EZ6581 STATION DESCRIPTION EZ6581 EZ6581'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (CEH) EZ6581'THE STATION IS LOCATED ABOUT 7.1 KM (4.4 MI) EZ6581'WEST-NORTHWEST OF RALEIGH AT GATE 6 OF THE N.C. STATE FAIRGROUNDS. EZ6581' EZ6581'TO REACH THE STATION FROM THE NC 54 (HILLSBORO STREET) UNDERPASS OF EZ6581'US 1-US 64 BYPASS GO WEST FOR 1.8 KM (1.1 MI) ON US 54 EZ6581'TURN RIGHT AND GO NORTHWEST FOR 0.5 KM (0.3 MI) ON YOUTH CENTER EZ6581'DRIVE TO GATE 6 AT HARRILL YOUTH CENTER AND STATION ON RIGHT INSIDE EZ6581'FENCE. EZ6581' EZ6581'THE STATION IS A STANDARD NCGS DISK EZ6581'STAMPED---NATURAL 1983---, EZ6581'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6581'25 CM IN DIAMETER RECESSED 3 CM BELOW GROUND. LOCATED EZ6581'9.05 METERS (29.7 FT) NORTHEAST FROM THE CENTERLINE OF ROAD, EZ6581'9.91 METERS (32.5 FT) SOUTH-SOUTHEAST FROM A POST ON THE SOUTH SIDE EZ6581'OF GATE 6, EZ6581'1.46 METERS (4.8 FT) NORTHEAST FROM A NARROW SECURITY FENCE GATE, EZ6581'2.77 METERS (9.1 FT) SOUTH FROM AN 18 INCH PINE WITH REFERENCE TAG, EZ6581'4.21 METERS (13.8 FT) NORTHWEST FROM A POWER POLE WITH TRANSFORMER EZ6581'WITH REFERENCE TAG, EZ6581'13.78 METERS (45.2 FT) SOUTHWEST FROM A POWER POLE WITH LIGHT AND EZ6581'REFERENCE TAG. EZ6581' EZ6581'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK. EZ6581' EZ6581'THE STATION MARK IS LEVEL WITH THE ROAD. EZ6581 EZ6581 STATION RECOVERY (2005) EZ6581 EZ6581'RECOVERY NOTE BY US POWER SQUADRON 2005 (TT) EZ6581'TRANSFORMER IN DESCRIPTION HAS BEEN CHANGED TO BREAKERBOX 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6582 *********************************************************************** EZ6582 DESIGNATION - NATURE EZ6582 PID - EZ6582 EZ6582 STATE/COUNTY- NC/WAKE EZ6582 USGS QUAD - RALEIGH WEST (1988) EZ6582 EZ6582 *CURRENT SURVEY CONTROL EZ6582 ___________________________________________________________________ EZ6582* NAD 83(1986)- 35 45 24.98013(N) 078 43 19.10315(W) ADJUSTED EZ6582* NAVD 88 - 125.7 (meters) 412. (feet) VERTCON EZ6582 ___________________________________________________________________ EZ6582 LAPLACE CORR- -6.75 (seconds) DEFLEC99 EZ6582 GEOID HEIGHT- -32.61 (meters) GEOID03 EZ6582 EZ6582 HORZ ORDER - SECOND EZ6582 EZ6582.The North Carolina HARNS have been completed but, EZ6582.due to contractual restrictions, coordinates for these stations EZ6582.will NOT be published in the near future. In the interim, the EZ6582.published coordinates in North Carolina will not be EZ6582.consistent with the Continuously Operating Reference Stations EZ6582.(CORS). The HARN coordinates for these stations are available EZ6582.upon request. Contact Gary Thompson(919-733-3836). EZ6582. EZ6582.In addition, the published North Carolina positions EZ6582.(NAD 83 (1986)) are NOT consistent with those determined in EZ6582.adjacent state readjustments. The discontinuity between stations EZ6582.located in North Carolina and those in adjacent states EZ6582.which have been adjusted to the HARN may be as much as 5 EZ6582.decimeters. This will result in a significant loss of accuracy EZ6582.over lines crossing such state borders. EZ6582 EZ6582 EZ6582.The horizontal coordinates were established by classical geodetic methods EZ6582.and adjusted by the National Geodetic Survey in December 1992. EZ6582 EZ6582.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6582 EZ6582.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6582 EZ6582.The geoid height was determined by GEOID03. EZ6582 EZ6582; North East Units Scale Factor Converg. EZ6582;SPC NC - 222,668.460 634,743.587 MT 0.99991137 +0 09 37.7 EZ6582;SPC NC - 730,538.11 2,082,487.92 sFT 0.99991137 +0 09 37.7 EZ6582;UTM 17 - 3,959,383.243 705,958.676 MT 1.00012274 +1 19 53.9 EZ6582 EZ6582! - Elev Factor x Scale Factor = Combined Factor EZ6582!SPC NC - 0.99998538 x 0.99991137 = 0.99989675 EZ6582!UTM 17 - 0.99998538 x 1.00012274 = 1.00010812 EZ6582 EZ6582 SUPERSEDED SURVEY CONTROL EZ6582 EZ6582 NGVD 29 (12/28/92) 126.0 (m) 413. (f) VERT ANG EZ6582 EZ6582.Superseded values are not recommended for survey control. EZ6582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6582.See file dsdata.txt to determine how the superseded data were derived. EZ6582 EZ6582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0595959383(NAD 83) EZ6582_MARKER: DH = HORIZONTAL CONTROL DISK EZ6582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6582_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6582_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6582+STABILITY: SURFACE MOTION EZ6582 EZ6582 HISTORY - Date Condition Report By EZ6582 HISTORY - 1984 MONUMENTED NCGS EZ6582 EZ6582 STATION DESCRIPTION EZ6582 EZ6582'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6582'THE STATION IS LOCATED ABOUT 7.9 KM (4.9MI) WEST-SOUTHWEST OF THE EZ6582'CAPITOL SQUARE IN RALEIGH. EZ6582' EZ6582'ALONG I 40 FOR 1.9 KM (1.15 MI) SOUTHEAST OF THE US 1-US 64 EZ6582'UNDERPASS, ON THE SOUTH SIDE OF THE HIGHWAY, AND 0.4 KM (0.25 MI) EZ6582'WEST OF THE AVENT-FERRY ROAD (SR 1321) OVERPASS, IN LINE WITH THE EZ6582'GORMAN STREET EXIT SIGN. EZ6582' EZ6582'THE STATION IS A STANDARD NCGS DISK STAMPED---NATURE 1984---, EZ6582'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6582'25 CM IN DIAMETER RECESSED 10 CM BELOW GROUND. LOCATED EZ6582'8.8 METERS (28.7 FT) NORTH OF THE NORTH POST OF A SIGN, EZ6582'1.9 METERS (6.2 FT) NORTHEAST OF THE EAST END OF A SPILLWAY, AND EZ6582'42.4 METERS (139.0 FT) EAST-SOUTHEAST OF THE EAST END OF THE GUARD EZ6582'RAIL. EZ6582' EZ6582'STATION IS NOT A BENCH MARK. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4481 *********************************************************************** EZ4481 DESIGNATION - NC 14 EZ4481 PID - EZ4481 EZ4481 STATE/COUNTY- NC/WAKE EZ4481 USGS QUAD - ROLESVILLE (1993) EZ4481 EZ4481 *CURRENT SURVEY CONTROL EZ4481 ___________________________________________________________________ EZ4481* NAD 83(1986)- 35 57 45.74749(N) 078 27 30.64380(W) ADJUSTED EZ4481* NAVD 88 - 128.3 (meters) 421. (feet) VERTCON EZ4481 ___________________________________________________________________ EZ4481 LAPLACE CORR- -7.02 (seconds) DEFLEC99 EZ4481 GEOID HEIGHT- -33.18 (meters) GEOID03 EZ4481 EZ4481 HORZ ORDER - SECOND EZ4481 EZ4481.The North Carolina HARNS have been completed but, EZ4481.due to contractual restrictions, coordinates for these stations EZ4481.will NOT be published in the near future. In the interim, the EZ4481.published coordinates in North Carolina will not be EZ4481.consistent with the Continuously Operating Reference Stations EZ4481.(CORS). The HARN coordinates for these stations are available EZ4481.upon request. Contact Gary Thompson(919-733-3836). EZ4481. EZ4481.In addition, the published North Carolina positions EZ4481.(NAD 83 (1986)) are NOT consistent with those determined in EZ4481.adjacent state readjustments. The discontinuity between stations EZ4481.located in North Carolina and those in adjacent states EZ4481.which have been adjusted to the HARN may be as much as 5 EZ4481.decimeters. This will result in a significant loss of accuracy EZ4481.over lines crossing such state borders. EZ4481 EZ4481 EZ4481.The horizontal coordinates were established by classical geodetic methods EZ4481.and adjusted by the National Geodetic Survey in July 1986. EZ4481 EZ4481.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4481 EZ4481.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4481 EZ4481.The geoid height was determined by GEOID03. EZ4481 EZ4481; North East Units Scale Factor Converg. EZ4481;SPC NC - 245,596.207 658,444.025 MT 0.99994946 +0 18 45.1 EZ4481;SPC NC - 805,760.22 2,160,245.11 sFT 0.99994946 +0 18 45.1 EZ4481;UTM 17 - 3,982,798.444 729,189.570 MT 1.00024729 +1 29 35.4 EZ4481 EZ4481! - Elev Factor x Scale Factor = Combined Factor EZ4481!SPC NC - 0.99998507 x 0.99994946 = 0.99993453 EZ4481!UTM 17 - 0.99998507 x 1.00024729 = 1.00023235 EZ4481 EZ4481 SUPERSEDED SURVEY CONTROL EZ4481 EZ4481 NAD 27 - 35 57 45.19703(N) 078 27 31.64544(W) AD( ) 2 EZ4481 NGVD 29 (07/19/86) 128.6 (m) 422. (f) VERT ANG EZ4481 EZ4481.Superseded values are not recommended for survey control. EZ4481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4481.See file dsdata.txt to determine how the superseded data were derived. EZ4481 EZ4481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2919082798(NAD 83) EZ4481_MARKER: DE = TRAVERSE STATION DISK EZ4481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4481_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4481_STAMPING: N+C 14 EZ4481_MARK LOGO: NCGS EZ4481_MAGNETIC: N = NO MAGNETIC MATERIAL EZ4481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4481+STABILITY: SURFACE MOTION EZ4481_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ4481+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2004 EZ4481 EZ4481 HISTORY - Date Condition Report By EZ4481 HISTORY - 1978 MONUMENTED NCGS EZ4481 HISTORY - 20041203 GOOD USPSQD EZ4481 EZ4481 STATION DESCRIPTION EZ4481 EZ4481'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ4481'THE STATION IS LOCATED APPROXIMATELY 2.7 MILES NORTH OF ROLESVILLE AND EZ4481'3.1 MILES EAST OF WAKE FOREST. EZ4481' EZ4481'TO REACH THE STATION FROM THE INTERSECTION OF NC 98 WITH NC 96 AT EZ4481'FRAZIERS STORE, PROCEED WESTERLY ALONG NC 98 FOR 1.35 MILES TO STATION EZ4481'ON THE RIGHT, APPROXIMATELY 150 FEET WEST OF TENANT HOUSE AND 0.3 MILE EZ4481'NORTHWEST OF SR 1945 CROSSROADS. EZ4481' EZ4481'STATION MARK IS A STANDARD DISK STAMPED---N+C 14---SET IN THE TOP OF EZ4481'A CONCRETE CYLINDER WHICH IS 7 INCHES ABOVE THE GROUND SURFACE. THE EZ4481'MARK IS 25.6 FEET NORTH-NORTHEAST OF CENTERLINE OF NC 98, 15.3 FEET EZ4481'WEST-NORTHWEST OF 12 INCH PINE WITH REFERENCE TAG, 23.5 FEET SOUTHWEST EZ4481'OF 10 INCH WHITE OAK WITH REFERENCE TAG AND 15.1 FEET SOUTH-SOUTHEAST EZ4481'OF 6 INCH SCARLET OAK WITH REFERENCE TAG. EZ4481 EZ4481 STATION RECOVERY (2004) EZ4481 EZ4481'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ4481'WS 84 EZ4481'N35 57.762 EZ4481'W078 27.512 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5324 *********************************************************************** EZ5324 DESIGNATION - NC 9 EZ5324 PID - EZ5324 EZ5324 STATE/COUNTY- NC/WAKE EZ5324 USGS QUAD - APEX (1993) EZ5324 EZ5324 *CURRENT SURVEY CONTROL EZ5324 ___________________________________________________________________ EZ5324* NAD 83(1986)- 35 39 04.19786(N) 078 49 57.36833(W) ADJUSTED EZ5324* NAVD 88 - 137.189 (meters) 450.09 (feet) ADJUSTED EZ5324 ___________________________________________________________________ EZ5324 LAPLACE CORR- -5.17 (seconds) DEFLEC99 EZ5324 GEOID HEIGHT- -32.46 (meters) GEOID03 EZ5324 DYNAMIC HT - 137.069 (meters) 449.70 (feet) COMP EZ5324 MODELED GRAV- 979,753.8 (mgal) NAVD 88 EZ5324 EZ5324 HORZ ORDER - SECOND EZ5324 VERT ORDER - SECOND CLASS II EZ5324 EZ5324.The North Carolina HARNS have been completed but, EZ5324.due to contractual restrictions, coordinates for these stations EZ5324.will NOT be published in the near future. In the interim, the EZ5324.published coordinates in North Carolina will not be EZ5324.consistent with the Continuously Operating Reference Stations EZ5324.(CORS). The HARN coordinates for these stations are available EZ5324.upon request. Contact Gary Thompson(919-733-3836). EZ5324. EZ5324.In addition, the published North Carolina positions EZ5324.(NAD 83 (1986)) are NOT consistent with those determined in EZ5324.adjacent state readjustments. The discontinuity between stations EZ5324.located in North Carolina and those in adjacent states EZ5324.which have been adjusted to the HARN may be as much as 5 EZ5324.decimeters. This will result in a significant loss of accuracy EZ5324.over lines crossing such state borders. EZ5324 EZ5324 EZ5324.The horizontal coordinates were established by classical geodetic methods EZ5324.and adjusted by the National Geodetic Survey in August 2000. EZ5324 EZ5324.The orthometric height was determined by differential leveling EZ5324.and adjusted by the National Geodetic Survey in December 2000. EZ5324.No vertical observational check was made to the station. EZ5324 EZ5324.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5324 EZ5324.The geoid height was determined by GEOID03. EZ5324 EZ5324.The dynamic height is computed by dividing the NAVD 88 EZ5324.geopotential number by the normal gravity value computed on the EZ5324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ5324.degrees latitude (g = 980.6199 gals.). EZ5324 EZ5324.The modeled gravity was interpolated from observed gravity values. EZ5324 EZ5324; North East Units Scale Factor Converg. EZ5324;SPC NC - 210,911.291 624,759.031 MT 0.99989682 +0 05 47.8 EZ5324;SPC NC - 691,964.79 2,049,730.25 sFT 0.99989682 +0 05 47.8 EZ5324;UTM 17 - 3,947,422.480 696,214.182 MT 1.00007445 +1 15 49.2 EZ5324 EZ5324! - Elev Factor x Scale Factor = Combined Factor EZ5324!SPC NC - 0.99998356 x 0.99989682 = 0.99988038 EZ5324!UTM 17 - 0.99998356 x 1.00007445 = 1.00005801 EZ5324 EZ5324 SUPERSEDED SURVEY CONTROL EZ5324 EZ5324 NAD 83(1986)- 35 39 04.19576(N) 078 49 57.36926(W) AD( ) 2 EZ5324 NAD 27 - 35 39 03.64470(N) 078 49 58.32930(W) AD( ) 2 EZ5324 NAVD 88 (08/09/00) 137.19 (m) 450.1 (f) LEVELING 3 EZ5324 NGVD 29 (07/19/86) 137.43 (m) 450.9 (f) LEVELING 3 EZ5324 EZ5324.Superseded values are not recommended for survey control. EZ5324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5324.See file dsdata.txt to determine how the superseded data were derived. EZ5324 EZ5324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9621447422(NAD 83) EZ5324_MARKER: DD = SURVEY DISK EZ5324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5324_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EZ5324_STAMPING: N C 9 EZ5324_MARK LOGO: NCGS EZ5324_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ5324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5324+STABILITY: SURFACE MOTION EZ5324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5324+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2000 EZ5324 EZ5324 HISTORY - Date Condition Report By EZ5324 HISTORY - 1957 MONUMENTED NCGS EZ5324 HISTORY - 1967 GOOD NCGS EZ5324 HISTORY - 19950816 GOOD NCGS EZ5324 HISTORY - 20000621 GOOD NCGS EZ5324 EZ5324 STATION DESCRIPTION EZ5324 EZ5324'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1957 (JCE) EZ5324'STATION IS LOCATED IN THE SMALL VILLAGE OF HOLLY SPRINGS IN THE EZ5324'SOUTHWEST ANGLE OF A T INTERSECTION AND IN THE NORTHEAST CORNER OF EZ5324'THE LAWN OF THE HOLLY SPRINGS BAPTIST CHURCH. STATION IS 33 FEET EZ5324'SOUTH OF THE APPROXIMATE CENTERLINE OF STREET, 22 FEET WEST OF THE EZ5324'APPROXIMATE CENTERLINE OF STREET AND 1.5 FEET WEST OF THE WEST EZ5324'EDGE OF SIDEWALK. THE MARK IS AN 8X8 CONCRETE POST WHICH IS EZ5324'FLUSH WITH THE GROUND AND THE DISK IS STAMPED---N C 9---. EZ5324' EZ5324'A TRAVERSE CONNECTION WAS MADE TO STATION FROM TRIANGULATION EZ5324'STATION HOLLY SPRINGS AND THE DISTANCE IS 26.810 METERS OR EZ5324'87.96 FEET SOUTH. EZ5324' EZ5324'TO REACH STATION FROM THE TRAFFIC SIGNAL AT THE INTERSECTION OF EZ5324'STATE HIGHWAY 55 AND CROSS STREET IN HOLLY SPRINGS GO EAST FOR ONE EZ5324'BLOCK TO STATION ON THE RIGHT AS DESCRIBED. EZ5324 EZ5324 STATION RECOVERY (1967) EZ5324 EZ5324'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ5324'NO. 9 NC GOOD EZ5324' EZ5324'RECOVERED AS DESCRIBED EXCEPT SHOULD READ FROM THE INTERSECTION EZ5324'OF CENTER ST. WITH MAIN ST. (NC 55), GO EAST ON CENTER ST. FOR EZ5324'ONE BLOCK TO HOLLY SPRINGS BAPTIST CHURCH AND STATION AS DESCRIBED. EZ5324 EZ5324 STATION RECOVERY (1995) EZ5324 EZ5324'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL) EZ5324'RECOVERED AS DESCRIBED. EZ5324 EZ5324 STATION RECOVERY (2000) EZ5324 EZ5324'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL) EZ5324'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0938 *********************************************************************** EZ0938 DESIGNATION - NELLO EZ0938 PID - EZ0938 EZ0938 STATE/COUNTY- NC/WAKE EZ0938 USGS QUAD - SOUTHEAST DURHAM (1993) EZ0938 EZ0938 *CURRENT SURVEY CONTROL EZ0938 ___________________________________________________________________ EZ0938* NAD 83(1986)- 35 52 50.53485(N) 078 47 07.20097(W) ADJUSTED EZ0938* NAVD 88 - 131.843 (meters) 432.55 (feet) ADJUSTED EZ0938 ___________________________________________________________________ EZ0938 LAPLACE CORR- -5.98 (seconds) DEFLEC99 EZ0938 GEOID HEIGHT- -32.05 (meters) GEOID03 EZ0938 DYNAMIC HT - 131.732 (meters) 432.19 (feet) COMP EZ0938 MODELED GRAV- 979,788.9 (mgal) NAVD 88 EZ0938 EZ0938 HORZ ORDER - SECOND EZ0938 VERT ORDER - SECOND CLASS 0 EZ0938 EZ0938.This mark is at Durham Intl-Raleigh Airport (RDU) EZ0938 EZ0938.The North Carolina HARNS have been completed but, EZ0938.due to contractual restrictions, coordinates for these stations EZ0938.will NOT be published in the near future. In the interim, the EZ0938.published coordinates in North Carolina will not be EZ0938.consistent with the Continuously Operating Reference Stations EZ0938.(CORS). The HARN coordinates for these stations are available EZ0938.upon request. Contact Gary Thompson(919-733-3836). EZ0938. EZ0938.In addition, the published North Carolina positions EZ0938.(NAD 83 (1986)) are NOT consistent with those determined in EZ0938.adjacent state readjustments. The discontinuity between stations EZ0938.located in North Carolina and those in adjacent states EZ0938.which have been adjusted to the HARN may be as much as 5 EZ0938.decimeters. This will result in a significant loss of accuracy EZ0938.over lines crossing such state borders. EZ0938 EZ0938 EZ0938.The horizontal coordinates were established by classical geodetic methods EZ0938.and adjusted by the National Geodetic Survey in July 1986. EZ0938 EZ0938.The orthometric height was determined by differential leveling EZ0938.and adjusted by the National Geodetic Survey in June 1991. EZ0938 EZ0938.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0938 EZ0938.The geoid height was determined by GEOID03. EZ0938 EZ0938.The dynamic height is computed by dividing the NAVD 88 EZ0938.geopotential number by the normal gravity value computed on the EZ0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0938.degrees latitude (g = 980.6199 gals.). EZ0938 EZ0938.The modeled gravity was interpolated from observed gravity values. EZ0938 EZ0938; North East Units Scale Factor Converg. EZ0938;SPC NC - 236,385.581 628,984.123 MT 0.99993273 +0 07 26.0 EZ0938;SPC NC - 775,541.69 2,063,592.08 sFT 0.99993273 +0 07 26.0 EZ0938;UTM 17 - 3,972,982.127 699,918.520 MT 1.00009251 +1 17 54.4 EZ0938 EZ0938! - Elev Factor x Scale Factor = Combined Factor EZ0938!SPC NC - 0.99998434 x 0.99993273 = 0.99991707 EZ0938!UTM 17 - 0.99998434 x 1.00009251 = 1.00007685 EZ0938 EZ0938: Primary Azimuth Mark Grid Az EZ0938:SPC NC - CONTROL AZ MK 226 39 17.4 EZ0938:UTM 17 - CONTROL AZ MK 225 28 49.0 EZ0938 EZ0938|---------------------------------------------------------------------| EZ0938| PID Reference Object Distance Geod. Az | EZ0938| dddmmss.s | EZ0938| EZ0939 AERO 2 347.047 METERS 04357 | EZ0938| EZ0937 CONTROL AZ MK APPROX. 0.9 KM 2264643.4 | EZ0938|---------------------------------------------------------------------| EZ0938 EZ0938 SUPERSEDED SURVEY CONTROL EZ0938 EZ0938 NAD 27 - 35 52 50.00960(N) 078 47 08.17987(W) AD( ) 2 EZ0938 NGVD 29 (??/??/92) 132.101 (m) 433.40 (f) ADJ UNCH 2 0 EZ0938 EZ0938.Superseded values are not recommended for survey control. EZ0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0938.See file dsdata.txt to determine how the superseded data were derived. EZ0938 EZ0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9991972982(NAD 83) EZ0938_MARKER: DE = TRAVERSE STATION DISK EZ0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0938_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0938_STAMPING: NELLO 1972 EZ0938_MARK LOGO: NCGS EZ0938_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0938+STABILITY: SURFACE MOTION EZ0938_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ0938+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2004 EZ0938 EZ0938 HISTORY - Date Condition Report By EZ0938 HISTORY - 1972 MONUMENTED NCGS EZ0938 HISTORY - 1973 GOOD NCGS EZ0938 HISTORY - 19860101 GOOD NCGS EZ0938 HISTORY - 1987 GOOD USPSQD EZ0938 HISTORY - 1988 GOOD USPSQD EZ0938 HISTORY - 20040527 SEE DESCRIPTION NCGS EZ0938 EZ0938 STATION DESCRIPTION EZ0938 EZ0938'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ0938'NELLO IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0938'VICINITY OF NW WAKE COUNTY. EZ0938' EZ0938'NELLO IS LOCATED APPROXIMATELY 4.5 MILES NNE OF MORRISVILLE, AND 11.0 EZ0938'MILES NW OF CAPITOL SQUARE IN RALEIGH. TO REACH STATION FROM EZ0938'INTERSECTION OF US 70 AND SR 1002 (RDU-AIRPORT ROAD), PROCEED SW EZ0938'ALONG SR 1002 FOR 1.85 MILES TO A PAVED ROAD LEADING EAST TO EZ0938'AIRPORT HANGARS AND STATION IN SOUTH QUADRANT OF INTERSECTION, EZ0938'APPROXIMATELY 0.4 MILES NE OF THE AIRPORT TERMINAL. EZ0938' EZ0938'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED NELLO EZ0938'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EZ0938'FLUSH WITH THE SURFACE OF THE GROUND. EZ0938' EZ0938'MARK IS EZ0938'81.3 FEET SE OF C/L OF SR 1002. EZ0938'103.6 FEET WSW OF C/L OF ROAD TO HANGARS. EZ0938'32.3 FEET SE OF TP P225 W/ALUMINUM REF. TAG. EZ0938'33.6 FEET S OF TOP OF FIRE HYDRANT. EZ0938'73.6 FEET SSW OF BASE OF METAL LAMP POST. EZ0938'34.8 FEET NNW OF PP WITH SWITCH BOX TWO TRANSFORMERS AND EZ0938'W/ALUMINUM REF. TAG. EZ0938 EZ0938 STATION RECOVERY (1973) EZ0938 EZ0938'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0938'4.5 MI NNE FROM MORRISVILLE. EZ0938'NELLO IS LOCATED AT THE RALEIGH-DURHAM AIRPORT, APPROXIMATELY EZ0938'11.0 MILES NW OF CAPITOL SQUARE IN RALEIGH. TO REACH STATION FROM EZ0938'INTERSECTION OF U.S. 70 AND SR 1002 (RDU - AIRPORT ROAD), PROCEED EZ0938'SW ALONG SR 1002 FOR 1.85 MILES TO A PAVED ROAD LEADING EAST TO EZ0938'AIRPORT HANGARS AND STATION IN SOUTH QUADRANT OF INTERSECTION, EZ0938'APPROXIMATELY 0.4 MILES NE OF THE AIRPORT TERMINAL, 81.3 FT SE EZ0938'OF C/L OF SR 1002, 103.6 FT WSW OF C/L OF ROAD TO HANGARS, 32.3 EZ0938'FT SE OF TP P225 WITH ALUMINUM REF. TAG, 33.6 FT S OF TOP OF EZ0938'FIRE HYDRANT, 73.6 FT SSW OF BASE OF METAL LAMP POST, AND 34.8 EZ0938'FT NNW OF PP WITH SWITCH BOX, TWO TRANSFORMERS AND WITH ALUMINUM EZ0938'REF. TAG. DISK IS SET IN TOP OF A CONCRETE CYLINDER FLUSH WITH EZ0938'THE SURFACE OF THE GROUND. EZ0938 EZ0938 STATION RECOVERY (1986) EZ0938 EZ0938'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ0938'RECOVERED AS DESCRIBED. SR 1002 HAS BEEN REROUTED. OLD SR 1002 IS EZ0938'NOW KNOWN AS SR 1646 (MT HERMAN CHURCH ROAD) AND ALSO BECOMES A DEAD EZ0938'END AT THE STATION LOCATION. DESCRIPTION IS ADEQUATE WITH THE EZ0938'FOLLOWING CORRECTIONS. MARK IS RECESSED 2 INCHES BELOW GROUND. EZ0938'LOCATED 10.3 M (33.8 FT) WEST OF THE WEST CORNER OF CIVIL AIR PATROL EZ0938'BUILDING, 23.8 M (78.1 FT) SOUTH OF A FIRE HYDRANT, AND 10.8 M (35.4 EZ0938'FT) NORTH-NORTHWEST OF A POWER POLE WITH TRANSFORMERS AND A REFERENCE EZ0938'TAG. EZ0938 EZ0938 STATION RECOVERY (1987) EZ0938 EZ0938'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ0938'RECOVERED IN GOOD CONDITION. EZ0938 EZ0938 STATION RECOVERY (1988) EZ0938 EZ0938'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EZ0938'RECOVERED IN GOOD CONDITION. EZ0938 EZ0938 STATION RECOVERY (2004) EZ0938 EZ0938'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WMK) EZ0938'STATION WAS NOT FOUND AND BELIEVED TO BE DESTROYED. RTK GPS SEARCH EZ0938'FOUND NOTHING. RDU AUTHORITY PERSONNEL REPORTED MARKER DESTROYED IN EZ0938'APRIL 2004. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1916 *********************************************************************** EZ1916 DESIGNATION - NEUPLAS EZ1916 PID - EZ1916 EZ1916 STATE/COUNTY- NC/WAKE EZ1916 USGS QUAD - WAKE FOREST (1987) EZ1916 EZ1916 *CURRENT SURVEY CONTROL EZ1916 ___________________________________________________________________ EZ1916* NAD 83(1986)- 35 57 01.06698(N) 078 31 47.18447(W) ADJUSTED EZ1916* NAVD 88 - 113.099 (meters) 371.06 (feet) ADJUSTED EZ1916 ___________________________________________________________________ EZ1916 LAPLACE CORR- -7.23 (seconds) DEFLEC99 EZ1916 GEOID HEIGHT- -32.92 (meters) GEOID03 EZ1916 DYNAMIC HT - 113.002 (meters) 370.74 (feet) COMP EZ1916 MODELED GRAV- 979,780.9 (mgal) NAVD 88 EZ1916 EZ1916 HORZ ORDER - SECOND EZ1916 VERT ORDER - FIRST CLASS II EZ1916 EZ1916.The North Carolina HARNS have been completed but, EZ1916.due to contractual restrictions, coordinates for these stations EZ1916.will NOT be published in the near future. In the interim, the EZ1916.published coordinates in North Carolina will not be EZ1916.consistent with the Continuously Operating Reference Stations EZ1916.(CORS). The HARN coordinates for these stations are available EZ1916.upon request. Contact Gary Thompson(919-733-3836). EZ1916. EZ1916.In addition, the published North Carolina positions EZ1916.(NAD 83 (1986)) are NOT consistent with those determined in EZ1916.adjacent state readjustments. The discontinuity between stations EZ1916.located in North Carolina and those in adjacent states EZ1916.which have been adjusted to the HARN may be as much as 5 EZ1916.decimeters. This will result in a significant loss of accuracy EZ1916.over lines crossing such state borders. EZ1916 EZ1916 EZ1916.The horizontal coordinates were established by classical geodetic methods EZ1916.and adjusted by the National Geodetic Survey in July 1986. EZ1916 EZ1916.The orthometric height was determined by differential leveling EZ1916.and adjusted by the National Geodetic Survey in June 1991. EZ1916 EZ1916.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1916 EZ1916.The geoid height was determined by GEOID03. EZ1916 EZ1916.The dynamic height is computed by dividing the NAVD 88 EZ1916.geopotential number by the normal gravity value computed on the EZ1916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1916.degrees latitude (g = 980.6199 gals.). EZ1916 EZ1916.The modeled gravity was interpolated from observed gravity values. EZ1916 EZ1916; North East Units Scale Factor Converg. EZ1916;SPC NC - 244,186.409 652,022.751 MT 0.99994679 +0 16 17.0 EZ1916;SPC NC - 801,134.91 2,139,177.98 sFT 0.99994679 +0 16 17.0 EZ1916;UTM 17 - 3,981,256.272 722,796.893 MT 1.00021168 +1 27 03.0 EZ1916 EZ1916! - Elev Factor x Scale Factor = Combined Factor EZ1916!SPC NC - 0.99998742 x 0.99994679 = 0.99993421 EZ1916!UTM 17 - 0.99998742 x 1.00021168 = 1.00019909 EZ1916 EZ1916: Primary Azimuth Mark Grid Az EZ1916:SPC NC - VIRGINIA 034 03 44.7 EZ1916:UTM 17 - VIRGINIA 032 52 58.7 EZ1916 EZ1916|---------------------------------------------------------------------| EZ1916| PID Reference Object Distance Geod. Az | EZ1916| dddmmss.s | EZ1916| EZ1915 VIRGINIA APPROX. 0.9 KM 0342001.7 | EZ1916|---------------------------------------------------------------------| EZ1916 EZ1916 SUPERSEDED SURVEY CONTROL EZ1916 EZ1916 NAD 27 - 35 57 00.53146(N) 078 31 48.17887(W) AD( ) 2 EZ1916 NGVD 29 (03/05/92) 113.372 (m) 371.95 (f) ADJUSTED 1 2 EZ1916 EZ1916.Superseded values are not recommended for survey control. EZ1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1916.See file dsdata.txt to determine how the superseded data were derived. EZ1916 EZ1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2279781256(NAD 83) EZ1916_MARKER: DE = TRAVERSE STATION DISK EZ1916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1916_SP_SET: CONCRETE POST EZ1916_STAMPING: NEUPLAS 1978 EZ1916_MARK LOGO: NCGS EZ1916_PROJECTION: FLUSH EZ1916_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ1916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1916+STABILITY: SURFACE MOTION EZ1916 EZ1916 HISTORY - Date Condition Report By EZ1916 HISTORY - 1978 MONUMENTED NCGS EZ1916 HISTORY - 1980 GOOD NCGS EZ1916 HISTORY - 1984 GOOD NCGS EZ1916 HISTORY - 1984 GOOD NCGS EZ1916 HISTORY - 1987 GOOD USPSQD EZ1916 HISTORY - 20041128 MARK NOT FOUND USPSQD EZ1916 EZ1916 STATION DESCRIPTION EZ1916 EZ1916'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ1916'THE STATION IS LOCATED APPROXIMATELY 2.3 MILES SOUTHWEST OF WAKE EZ1916'FOREST. EZ1916' EZ1916'TO REACH THE STATION FROM THE INTERSECTION OF US 1 AND US 1A SOUTH OF EZ1916'WAKE FOREST, PROCEED NORTHEAST ALONG US 1A FOR 0.6 MILE TO PAVED EZ1916'ENTRANCE DRIVE TO NEUSE PLASTICS INC. PLANT AND STATION ON THE RIGHT, EZ1916'ON PROLONGATION OF THE SOUTH SIDE OF PLANT AND 0.1 MILE NORTHEAST OF T EZ1916'INTERSECTION WITH SR 2044 (SOUTHEAST). EZ1916' EZ1916'STATION MARK IS A STANDARD DISK STAMPED---NEUPLAS 1978---SET IN THE EZ1916'TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE. EZ1916'THE MARK IS 35.2 FEET SOUTHEAST OF CENTERLINE OF US 1A, 98.2 FEET EZ1916'SOUTHWEST OF CENTERLINE OF PAVED DRIVE TO PLANT, 55.1 FEET WEST OF EZ1916'CENTER OF WEST SIDE OF BRICK BASE OF --NEUSE--SIGN, 18.8 FEET SOUTH OF EZ1916'CENTER OF SOUTH HEADWALL OF CULVERT UNDER HIGHWAY, 90.9 FEET NORTH OF EZ1916'8 INCH PINE WITH REFERENCE TAG AND 115.3 FEET NORTHWEST OF 10 INCH EZ1916'PINE WITH REFERENCE TAG. EZ1916 EZ1916 STATION RECOVERY (1980) EZ1916 EZ1916'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ1916'2.3 MI SW FROM WAKE FOREST. EZ1916'0.6 MILE NORTHEAST ALONG U.S. 1-A FROM INTERSECTION WITH U.S. 1 EZ1916'SOUTHWEST OF WAKE FOREST, OR 0.1 MILE NORTHEAST OF T INTERSECTION EZ1916'WITH SR 2044 (SOUTHEAST), ON GROUNDS OF NEUSE PLASTICS PLANT, EZ1916'ON WEST SIDE OF ENTRANCE AND ON PROLONGATION OF SOUTH SIDE OF EZ1916'PLANT, 35.2 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY, 98.2 EZ1916'FEET SOUTHWEST OF CENTERLINE OF PAVED DRIVE TO PLANT, 55.1 FEET EZ1916'WEST OF CENTER OF WEST SIDE OF BRICK SIGN, 18.8 FEET SOUTH OF EZ1916'CENTER OF HEADWALL FOR CULVERT UNDER HIGHWAY, 90.9 FEET NORTH EZ1916'OF 8-INCH PINE WITH REFERENCE TAG AND 115.3 FEET NORTHWEST OF EZ1916'10-INCH PINE WITH REFERENCE TAG. EZ1916'THE MARK IS 1 FT BELOW HIGHWAY. EZ1916 EZ1916 STATION RECOVERY (1984) EZ1916 EZ1916'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ1916'THE STATION WAS RECOVERED AT THIS DATE. EZ1916'STATION IS IN GOOD CONDITION AS DESCRIBED. EZ1916' EZ1916'NCGS EZ1916 EZ1916 STATION RECOVERY (1984) EZ1916 EZ1916'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ1916'RECOVERED IN GOOD CONDITION. EZ1916 EZ1916 STATION RECOVERY (1987) EZ1916 EZ1916'RECOVERY NOTE BY US POWER SQUADRON 1987 (SM) EZ1916'RECOVERED IN GOOD CONDITION. EZ1916 EZ1916 STATION RECOVERY (2004) EZ1916 EZ1916'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ1916'MARK NOT FOUND,HIGHWAY CONSTRUCTION, MARKER INSTRUCTIONS PLACE MARKER EZ1916'IN MUD HOLE FOR NEW BUILDING,NEUSE PLASTICS PLANT NO LONGER IN EZ1916'LOCATION 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2499 *********************************************************************** EZ2499 DESIGNATION - NEUSE EZ2499 PID - EZ2499 EZ2499 STATE/COUNTY- NC/WAKE EZ2499 USGS QUAD - RALEIGH EAST (1993) EZ2499 EZ2499 *CURRENT SURVEY CONTROL EZ2499 ___________________________________________________________________ EZ2499* NAD 83(1986)- 35 47 31.58112(N) 078 32 30.42286(W) ADJUSTED EZ2499* NAVD 88 - 60.005 (meters) 196.87 (feet) ADJUSTED EZ2499 ___________________________________________________________________ EZ2499 LAPLACE CORR- -7.42 (seconds) DEFLEC99 EZ2499 GEOID HEIGHT- -33.33 (meters) GEOID03 EZ2499 DYNAMIC HT - 59.952 (meters) 196.69 (feet) COMP EZ2499 MODELED GRAV- 979,757.1 (mgal) NAVD 88 EZ2499 EZ2499 HORZ ORDER - SECOND EZ2499 VERT ORDER - SECOND CLASS II EZ2499 EZ2499.The North Carolina HARNS have been completed but, EZ2499.due to contractual restrictions, coordinates for these stations EZ2499.will NOT be published in the near future. In the interim, the EZ2499.published coordinates in North Carolina will not be EZ2499.consistent with the Continuously Operating Reference Stations EZ2499.(CORS). The HARN coordinates for these stations are available EZ2499.upon request. Contact Gary Thompson(919-733-3836). EZ2499. EZ2499.In addition, the published North Carolina positions EZ2499.(NAD 83 (1986)) are NOT consistent with those determined in EZ2499.adjacent state readjustments. The discontinuity between stations EZ2499.located in North Carolina and those in adjacent states EZ2499.which have been adjusted to the HARN may be as much as 5 EZ2499.decimeters. This will result in a significant loss of accuracy EZ2499.over lines crossing such state borders. EZ2499 EZ2499 EZ2499.The horizontal coordinates were established by classical geodetic methods EZ2499.and adjusted by the National Geodetic Survey in July 1986. EZ2499 EZ2499.The orthometric height was determined by differential leveling EZ2499.and adjusted by the National Geodetic Survey in June 1991. EZ2499 EZ2499.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2499 EZ2499.The geoid height was determined by GEOID03. EZ2499 EZ2499.The dynamic height is computed by dividing the NAVD 88 EZ2499.geopotential number by the normal gravity value computed on the EZ2499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2499.degrees latitude (g = 980.6199 gals.). EZ2499 EZ2499.The modeled gravity was interpolated from observed gravity values. EZ2499 EZ2499; North East Units Scale Factor Converg. EZ2499;SPC NC - 226,630.451 651,020.229 MT 0.99991696 +0 15 52.1 EZ2499;SPC NC - 743,536.74 2,135,888.87 sFT 0.99991696 +0 15 52.1 EZ2499;UTM 17 - 3,963,678.533 722,154.901 MT 1.00020819 +1 26 17.8 EZ2499 EZ2499! - Elev Factor x Scale Factor = Combined Factor EZ2499!SPC NC - 0.99999581 x 0.99991696 = 0.99991277 EZ2499!UTM 17 - 0.99999581 x 1.00020819 = 1.00020400 EZ2499 EZ2499: Primary Azimuth Mark Grid Az EZ2499:SPC NC - HOPE 295 16 02.5 EZ2499:UTM 17 - HOPE 294 05 36.8 EZ2499 EZ2499|---------------------------------------------------------------------| EZ2499| PID Reference Object Distance Geod. Az | EZ2499| dddmmss.s | EZ2499| EZ2498 HOPE APPROX. 0.6 KM 2953154.6 | EZ2499|---------------------------------------------------------------------| EZ2499 EZ2499 SUPERSEDED SURVEY CONTROL EZ2499 EZ2499 NAD 27 - 35 47 31.04671(N) 078 32 31.40964(W) AD( ) 2 EZ2499 NGVD 29 (??/??/92) 60.283 (m) 197.78 (f) ADJ UNCH 2 2 EZ2499 EZ2499.Superseded values are not recommended for survey control. EZ2499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2499.See file dsdata.txt to determine how the superseded data were derived. EZ2499 EZ2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2215563679(NAD 83) EZ2499_MARKER: DE = TRAVERSE STATION DISK EZ2499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2499_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2499_STAMPING: NEUSE 1965 EZ2499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2499+STABILITY: SURFACE MOTION EZ2499 EZ2499 HISTORY - Date Condition Report By EZ2499 HISTORY - 1965 MONUMENTED NCGS EZ2499 HISTORY - 1976 GOOD NCGS EZ2499 EZ2499 STATION DESCRIPTION EZ2499 EZ2499'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ2499'NEUSE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2499'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ2499' EZ2499'NEUSE IS 5.6 MILES E OF RALEIGH AND 3.5 MILES W OF EZ2499'KNIGHTDALE. LOCATED 0.15 MILES W ALONG U.S. 64 FROM THE EZ2499'BRIDGE OVER THE NEUSE RIVER. 0.45 MILES ESE OF SR 2517. ON EZ2499'S SIDE OF E BOUND LANE OF U.S. 64 AT THE POINT OF INTERSECTION EZ2499'OF OLD U.S. 64 EXTENDED AND ON SHOULDER OF HIGHWAY. EZ2499' EZ2499'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2499'NEUSE 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2499'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ2499' EZ2499'MARK IS EZ2499' EZ2499'21.0 FT S OF C/L OF E BOUND LANE EZ2499' EZ2499'9.5 FT S OF YELLOW ARROW PAINTED ON E BOUND LANE EZ2499' EZ2499'7.1 FT NE OF YELLOW ARROW PAINTED ON GUARD RAIL EZ2499' EZ2499'3.0 FT N OF YELLOW ARROW PAINTED ON GUARD RAIL EZ2499' EZ2499'6.7 FT NW OF YELLOW ARROW PAINTED ON GUARD RAIL EZ2499' EZ2499'22.4 FT W OF ONE WAY SIGN WITH ALUMINUM REF. TAG EZ2499' EZ2499'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ2499 EZ2499 STATION RECOVERY (1976) EZ2499 EZ2499'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2499'5.5 MI E FROM RALEIGH. EZ2499'STATION IS LOCATED 0.15 MILE SOUTHWEST OF THE WEST END OF THE US 64 EZ2499'BRIDGE OVER THE NEUSE RIVER, ON THE SOUTH SIDE OF THE EAST BOUND LANE, EZ2499'ACROSS HIGHWAY FROM A CROSSOVER AT ACCESS ROAD TO OLD US 64. 21.5 FT. EZ2499'SSE OF CENTERLINE OF US 64 EAST BOUND LANE, 6.8 FT. NNE OF A GUARD EZ2499'RAIL POST, 2.6 FT. NNW OF GUARD RAIL, 6.7 FT. W OF A GUARD RAIL POST, EZ2499'11.2 FT. NE OF A LITTER DEPOSIT METAL SIGN POST, 21.0 FT. WSW OF A ONE EZ2499'WAY METAL SIGN POST AND 55.8 FT. S OF CENTER OF A CONCRETE STORM DRAIN EZ2499'COVER IN MEDIAN AT WEST END OF CROSSOVER. DISK IS SET IN CONCRETE EZ2499'CYLINDER, THE TOP OF WHICH IS 2 INCHES BELOW THE SURFACE OF THE EZ2499'GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0994 *********************************************************************** EZ0994 DESIGNATION - NEW EZ0994 PID - EZ0994 EZ0994 STATE/COUNTY- NC/WAKE EZ0994 USGS QUAD - BAYLEAF (1987) EZ0994 EZ0994 *CURRENT SURVEY CONTROL EZ0994 ___________________________________________________________________ EZ0994* NAD 83(1986)- 35 58 24.10930(N) 078 41 13.92881(W) ADJUSTED EZ0994* NAVD 88 - 124.194 (meters) 407.46 (feet) ADJUSTED EZ0994 ___________________________________________________________________ EZ0994 LAPLACE CORR- -7.17 (seconds) DEFLEC99 EZ0994 GEOID HEIGHT- -32.21 (meters) GEOID03 EZ0994 DYNAMIC HT - 124.090 (meters) 407.12 (feet) COMP EZ0994 MODELED GRAV- 979,794.2 (mgal) NAVD 88 EZ0994 EZ0994 HORZ ORDER - SECOND EZ0994 VERT ORDER - SECOND CLASS 0 EZ0994 EZ0994.The North Carolina HARNS have been completed but, EZ0994.due to contractual restrictions, coordinates for these stations EZ0994.will NOT be published in the near future. In the interim, the EZ0994.published coordinates in North Carolina will not be EZ0994.consistent with the Continuously Operating Reference Stations EZ0994.(CORS). The HARN coordinates for these stations are available EZ0994.upon request. Contact Gary Thompson(919-733-3836). EZ0994. EZ0994.In addition, the published North Carolina positions EZ0994.(NAD 83 (1986)) are NOT consistent with those determined in EZ0994.adjacent state readjustments. The discontinuity between stations EZ0994.located in North Carolina and those in adjacent states EZ0994.which have been adjusted to the HARN may be as much as 5 EZ0994.decimeters. This will result in a significant loss of accuracy EZ0994.over lines crossing such state borders. EZ0994 EZ0994 EZ0994.The horizontal coordinates were established by classical geodetic methods EZ0994.and adjusted by the National Geodetic Survey in March 1998. EZ0994 EZ0994.The orthometric height was determined by differential leveling EZ0994.and adjusted by the National Geodetic Survey in June 1991. EZ0994 EZ0994.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0994 EZ0994.The geoid height was determined by GEOID03. EZ0994 EZ0994.The dynamic height is computed by dividing the NAVD 88 EZ0994.geopotential number by the normal gravity value computed on the EZ0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0994.degrees latitude (g = 980.6199 gals.). EZ0994 EZ0994.The modeled gravity was interpolated from observed gravity values. EZ0994 EZ0994; North East Units Scale Factor Converg. EZ0994;SPC NC - 246,689.762 637,812.275 MT 0.99995178 +0 10 49.9 EZ0994;SPC NC - 809,347.99 2,092,555.77 sFT 0.99995178 +0 10 49.9 EZ0994;UTM 17 - 3,983,467.203 708,534.722 MT 1.00013587 +1 21 32.6 EZ0994 EZ0994! - Elev Factor x Scale Factor = Combined Factor EZ0994!SPC NC - 0.99998556 x 0.99995178 = 0.99993734 EZ0994!UTM 17 - 0.99998556 x 1.00013587 = 1.00012143 EZ0994 EZ0994: Primary Azimuth Mark Grid Az EZ0994:SPC NC - GATE 179 44 46.2 EZ0994:UTM 17 - GATE 178 34 03.5 EZ0994 EZ0994|---------------------------------------------------------------------| EZ0994| PID Reference Object Distance Geod. Az | EZ0994| dddmmss.s | EZ0994| EZ5208 GATE APPROX. 1.4 KM 1795536.1 | EZ0994|---------------------------------------------------------------------| EZ0994 EZ0994 SUPERSEDED SURVEY CONTROL EZ0994 EZ0994 NAD 83(1986)- 35 58 24.10867(N) 078 41 13.94425(W) AD( ) 2 EZ0994 NAD 27 - 35 58 23.58110(N) 078 41 14.92638(W) AD( ) 2 EZ0994 NGVD 29 (??/??/92) 124.43 (m) 408.2 (f) COMPUTED 2 0 EZ0994 EZ0994.Superseded values are not recommended for survey control. EZ0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0994.See file dsdata.txt to determine how the superseded data were derived. EZ0994 EZ0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0853583467(NAD 83) EZ0994_MARKER: DE = TRAVERSE STATION DISK EZ0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0994_STAMPING: NEW 1970 EZ0994_MARK LOGO: NCGS EZ0994_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0994+STABILITY: SURFACE MOTION EZ0994 EZ0994 HISTORY - Date Condition Report By EZ0994 HISTORY - 1970 MONUMENTED NCGS EZ0994 HISTORY - 1973 GOOD NCGS EZ0994 HISTORY - 1985 GOOD USPSQD EZ0994 HISTORY - 19850101 GOOD NCGS EZ0994 HISTORY - 1987 GOOD USPSQD EZ0994 HISTORY - 1987 GOOD USPSQD EZ0994 HISTORY - 1987 GOOD USPSQD EZ0994 EZ0994 STATION DESCRIPTION EZ0994 EZ0994'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ0994'NEW IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0994'VICINITY OF NORTHWEST WAKE COUNTY. EZ0994' EZ0994'NEW IS LOCATED APPROXIMATELY 3.3 MILES NORTHWEST OF BAYLEAF AND EZ0994'5.0 MILES NNE OF LEESVILLE. TO REACH STATION PROCEED FROM THE EZ0994'INTERSECTION OF NC 98 AND NC 50, GO SOUTH ON NC 50 FOR 1.0 MILE TO EZ0994'INTERSECTION OF NC 50 AND SR 1844, APPROXIMATELY 200 FEET SOUTH OF EZ0994'INTERSECTION, ON WEST SIDE OF ROAD IN FRONT OF OLD WOOD HOME, AND EZ0994'1.45 MILES NORTH OF INTERSECTION OF NC 50 AND SR 1845. EZ0994' EZ0994'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED NEW EZ0994'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2 EZ0994'INCHES BELOW THE SURFACE OF THE GROUND. EZ0994' EZ0994'MARK IS-- EZ0994'18.6 FEET WNW OF C/L OF NC 50. EZ0994'14.8 FEET ENE OF ALUMINUM REF. TAG ON FIRE DISTRICT SIGN POST. EZ0994'22.0 FEET NE OF ALUMINUM REF. TAG ON 22 INCH SHORTLEAF PINE. EZ0994'45.7 FEET NNE OF ALUMINUM REF. TAG ON 12 INCH SHORTLEAF PINE. EZ0994'65.4 FEET W OF ALUMINUM REF. TAG ON PP NO. 61. EZ0994 EZ0994 STATION RECOVERY (1973) EZ0994 EZ0994'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0994'9.7 MI NNW FROM MILLBROOK. EZ0994'NEW IS LOCATED APPROXIMATELY 13.7 MILES NORTH OF CAPITOL SQUARE EZ0994'IN RALEIGH. TO REACH STATION FROM INTERSECTION OF U.S. 70 AND EZ0994'NC 50 AT CRABTREE MALL, PROCEED NORTH ALONG NC 50 FOR 9.0 MILES EZ0994'TO STATION ON LEFT IN FRONT OF AN OLD ABANDONED FRAME HOUSE, EZ0994'1.05 MILES SOUTH OF INTERSECTION OF NC 50 AND NC 98, APPROXIMATELY EZ0994'300 FT SOUTH OF INTERSECTION WITH SR 1844, 18.6 FT W OF NC 50, EZ0994'14.8 FT ENE OF A FIRE DISTRICT SIGN POST W/ALUMINUM REF. TAG, EZ0994'27.4 FT SE OF 6 IN PINE W/ALUMINUM REF. TAG, AND 65.4 FT W OF EZ0994'PP 61 W/ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER EZ0994'6 INCHES BELOW THE SURFACE OF THE GROUND. EZ0994 EZ0994 STATION RECOVERY (1985) EZ0994 EZ0994'RECOVERY NOTE BY US POWER SQUADRON 1985 (JTS) EZ0994'RECOVERED IN GOOD CONDITION. EZ0994 EZ0994 STATION RECOVERY (1985) EZ0994 EZ0994'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0994'RECOVERED AS DESCRIBED. NEW DESCRIPTION FOLLOWS. STATION IS LOCATED EZ0994'ABOUT 5.1 KM (3.15 MI) NORTHWEST OF BAYLEAF AND 21.7 KM (13.50 MI) EZ0994'NORTH-NORTHWEST OF THE CAPITOL SQUARE IN RALEIGH. ALONG NC 50 FOR 1.6 EZ0994'KM (1.00 MI) SOUTH FROM THE NC 98 OVERPASS, TO SR 1844 (MT. VERNON EZ0994'CHURCH ROAD), IN THE SOUTHWEST QUADRANT OF THE CROSSROADS. MARK IS EZ0994'LEVEL WITH HIGHWAY. LOCATED 5.8 M (19.0 FT) WEST OF THE CENTERLINE OF EZ0994'THE HIGHWAY, 61.6 M (202.1 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF EZ0994'THE CROSSROADS, 33.1 M (108.6 FT) NORTH-NORTHWEST OF AND ACROSS EZ0994'HIGHWAY FROM THE NORTH-MOST OF 2 TELEPHONE PEDESTALS--AND 5.9 M (19.4 EZ0994'FT) EAST OF A BRACE POLE, 8.2 M (26.9 FT) SOUTHEAST OF A 12-INCH PINE, EZ0994'16.6 M (54.5 FT) NORTHEAST OF A 7-INCH SYCAMORE--ALL WITH REFERENCE EZ0994'TAGS. EZ0994 EZ0994 STATION RECOVERY (1987) EZ0994 EZ0994'RECOVERY NOTE BY US POWER SQUADRON 1987 (SM) EZ0994'RECOVERED IN GOOD CONDITION. EZ0994 EZ0994 STATION RECOVERY (1987) EZ0994 EZ0994'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS) EZ0994'RECOVERED IN GOOD CONDITION. EZ0994 EZ0994 STATION RECOVERY (1987) EZ0994 EZ0994'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ0994'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6583 *********************************************************************** EZ6583 DESIGNATION - NEWBERRY EZ6583 PID - EZ6583 EZ6583 STATE/COUNTY- NC/WAKE EZ6583 USGS QUAD - RALEIGH WEST (1988) EZ6583 EZ6583 *CURRENT SURVEY CONTROL EZ6583 ___________________________________________________________________ EZ6583* NAD 83(1986)- 35 51 17.69996(N) 078 38 14.69058(W) ADJUSTED EZ6583* NAVD 88 - 125.215 (meters) 410.81 (feet) ADJUSTED EZ6583 ___________________________________________________________________ EZ6583 LAPLACE CORR- -7.19 (seconds) DEFLEC99 EZ6583 GEOID HEIGHT- -32.73 (meters) GEOID03 EZ6583 DYNAMIC HT - 125.109 (meters) 410.46 (feet) COMP EZ6583 MODELED GRAV- 979,782.2 (mgal) NAVD 88 EZ6583 EZ6583 HORZ ORDER - SECOND EZ6583 VERT ORDER - SECOND CLASS II EZ6583 EZ6583.The North Carolina HARNS have been completed but, EZ6583.due to contractual restrictions, coordinates for these stations EZ6583.will NOT be published in the near future. In the interim, the EZ6583.published coordinates in North Carolina will not be EZ6583.consistent with the Continuously Operating Reference Stations EZ6583.(CORS). The HARN coordinates for these stations are available EZ6583.upon request. Contact Gary Thompson(919-733-3836). EZ6583. EZ6583.In addition, the published North Carolina positions EZ6583.(NAD 83 (1986)) are NOT consistent with those determined in EZ6583.adjacent state readjustments. The discontinuity between stations EZ6583.located in North Carolina and those in adjacent states EZ6583.which have been adjusted to the HARN may be as much as 5 EZ6583.decimeters. This will result in a significant loss of accuracy EZ6583.over lines crossing such state borders. EZ6583 EZ6583 EZ6583.The horizontal coordinates were established by classical geodetic methods EZ6583.and adjusted by the National Geodetic Survey in December 1992. EZ6583 EZ6583.The orthometric height was determined by differential leveling EZ6583.and adjusted by the National Geodetic Survey in September 1998. EZ6583 EZ6583.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6583 EZ6583.The geoid height was determined by GEOID03. EZ6583 EZ6583.The dynamic height is computed by dividing the NAVD 88 EZ6583.geopotential number by the normal gravity value computed on the EZ6583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6583.degrees latitude (g = 980.6199 gals.). EZ6583 EZ6583.The modeled gravity was interpolated from observed gravity values. EZ6583 EZ6583; North East Units Scale Factor Converg. EZ6583;SPC NC - 233,563.344 642,350.647 MT 0.99992789 +0 12 33.4 EZ6583;SPC NC - 766,282.40 2,107,445.41 sFT 0.99992789 +0 12 33.4 EZ6583;UTM 17 - 3,970,434.040 713,342.731 MT 1.00016088 +1 23 03.7 EZ6583 EZ6583! - Elev Factor x Scale Factor = Combined Factor EZ6583!SPC NC - 0.99998548 x 0.99992789 = 0.99991338 EZ6583!UTM 17 - 0.99998548 x 1.00016088 = 1.00014636 EZ6583 EZ6583 SUPERSEDED SURVEY CONTROL EZ6583 EZ6583 NGVD 29 (12/28/92) 125.49 (m) 411.7 (f) LEVELING 3 EZ6583 EZ6583.Superseded values are not recommended for survey control. EZ6583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6583.See file dsdata.txt to determine how the superseded data were derived. EZ6583 EZ6583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1334370434(NAD 83) EZ6583_MARKER: DH = HORIZONTAL CONTROL DISK EZ6583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6583_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6583_STAMPING: NEWBERRY 1985 EZ6583_MARK LOGO: NCGS EZ6583_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ6583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6583+STABILITY: SURFACE MOTION EZ6583 EZ6583 HISTORY - Date Condition Report By EZ6583 HISTORY - 1985 MONUMENTED NCGS EZ6583 HISTORY - 19870101 GOOD NCGS EZ6583 EZ6583 STATION DESCRIPTION EZ6583 EZ6583'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ6583'THE STATION IS LOCATED IN NORTH RALEIGH. EZ6583' EZ6583'ALONG MILLBROOK ROAD, 0.4 KM (0.25 MI) EAST FROM THE INTERSECTION EZ6583'WITH SIX FORKS ROAD, AT THE T-INTERSECTION WITH NEWBERRY DRIVE, EZ6583'BETWEEN THE SIDEWALK AND THE CURB. EZ6583' EZ6583'THE STATION IS A STANDARD NCGS DISK STAMPED---NEWBERRY 1985---, EZ6583'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6583'25 CM IN DIAMETER RECESSED 2 CM BELOW GROUND. LOCATED EZ6583'0.8 METERS (2.8 FT) NORTHEAST OF THE STREET CURB, EZ6583'30.6 METERS (100.3 FT) EAST OF A MANHOLE COVER AT THE CENTERLINE OF EZ6583'A T-INTERSECTION, EZ6583'0.8 METERS (2.6 FT) SOUTHWEST OF THE EDGE OF THE SIDEWALK, EZ6583'3.0 METERS (9.8 FT) NORTHWEST OF A 6-INCH MAPLE WITH A REFERENCE EZ6583'TAG, EZ6583'20.0 METERS (65.5 FT) SOUTHEAST OF A FIRE HYDRANT, EZ6583'14.7 METERS (48.2 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE EZ6583'HOUSE, AND EZ6583'24.6 METERS (80.8 FT) WEST OF THE WEST CORNER OF HOUSE NUMBER 305. EZ6583' EZ6583'MARK IS 1 FT ABOVE LEVEL OF THE STREET. EZ6583 EZ6583 STATION RECOVERY (1987) EZ6583 EZ6583'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ6583'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AH4744 *********************************************************************** AH4744 DESIGNATION - NEWBETH AH4744 PID - AH4744 AH4744 STATE/COUNTY- NC/WAKE AH4744 USGS QUAD - GARNER (1993) AH4744 AH4744 *CURRENT SURVEY CONTROL AH4744 ___________________________________________________________________ AH4744* NAD 83(1986)- 35 38 41.38167(N) 078 33 56.29143(W) ADJUSTED AH4744* NAVD 88 - 94.3 (meters) 309. (feet) GPS OBS AH4744 ___________________________________________________________________ AH4744 LAPLACE CORR- -6.74 (seconds) DEFLEC99 AH4744 GEOID HEIGHT- -33.47 (meters) GEOID03 AH4744 AH4744 HORZ ORDER - FIRST AH4744 AH4744.The North Carolina HARNS have been completed but, AH4744.due to contractual restrictions, coordinates for these stations AH4744.will NOT be published in the near future. In the interim, the AH4744.published coordinates in North Carolina will not be AH4744.consistent with the Continuously Operating Reference Stations AH4744.(CORS). The HARN coordinates for these stations are available AH4744.upon request. Contact Gary Thompson(919-733-3836). AH4744. AH4744.In addition, the published North Carolina positions AH4744.(NAD 83 (1986)) are NOT consistent with those determined in AH4744.adjacent state readjustments. The discontinuity between stations AH4744.located in North Carolina and those in adjacent states AH4744.which have been adjusted to the HARN may be as much as 5 AH4744.decimeters. This will result in a significant loss of accuracy AH4744.over lines crossing such state borders. AH4744 AH4744 AH4744.The horizontal coordinates were established by GPS observations AH4744.and adjusted by the National Geodetic Survey in November 1998. AH4744 AH4744.The orthometric height was determined by GPS observations and a AH4744.high-resolution geoid model. AH4744 AH4744.The Laplace correction was computed from DEFLEC99 derived deflections. AH4744 AH4744.The geoid height was determined by GEOID03. AH4744 AH4744; North East Units Scale Factor Converg. AH4744;SPC NC - 210,281.441 648,935.675 MT 0.99989606 +0 15 02.5 AH4744;SPC NC - 689,898.36 2,129,049.79 sFT 0.99989606 +0 15 02.5 AH4744;UTM 17 - 3,947,285.456 720,404.420 MT 1.00019866 +1 25 09.2 AH4744 AH4744! - Elev Factor x Scale Factor = Combined Factor AH4744!SPC NC - 0.99999045 x 0.99989606 = 0.99988651 AH4744!UTM 17 - 0.99999045 x 1.00019866 = 1.00018910 AH4744 AH4744 SUPERSEDED SURVEY CONTROL AH4744 AH4744.No superseded survey control is available for this station. AH4744 AH4744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2040447285(NAD 83) AH4744_MARKER: DH = HORIZONTAL CONTROL DISK AH4744_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN AH4744+WITH SETTING: PAVEMENT AH4744_SP_SET: CONCRETE BRIDGE FLOOR AH4744_STAMPING: NEWBETH 1990 AH4744_MARK LOGO: NCGS AH4744_PROJECTION: FLUSH AH4744_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AH4744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH4744+STABILITY: SURFACE MOTION AH4744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AH4744+SATELLITE: SATELLITE OBSERVATIONS - 1990 AH4744 AH4744 HISTORY - Date Condition Report By AH4744 HISTORY - 1990 MONUMENTED NCGS AH4744 HISTORY - 20050830 GOOD GEOCAC AH4744 AH4744 STATION DESCRIPTION AH4744 AH4744'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1990 (EWB) AH4744'STATION IS LOCATED ABOUT 4.8 MI (7.7 KM) SOUTH-SOUTHEAST OF GARNER. AT AH4744'THE SR 2703 (NEW BETHEL CHURCH RD) OVERPASS OF I-40 (NO INTERCHANGE). AH4744'ALONG SR 2703 (NEW BETHEL CHURCH RD) FOR 2.95 MI (4.75 KM) EAST FROM AH4744'NC 50, IN THE NORTHWEST CORNER OF THE CONCRETE BRIDGE FLOOR. LOCATED AH4744'9.0 FT (2.7 M) NORTH-NORTHEAST OF THE CENTERLINE OF ROAD, 4.6 FT (1.4 AH4744'M) SOUTH OF THE NORTHWEST END OF CONCRETE BRIDGE RAIL, AND 2.6 FT (0.8 AH4744'M) SOUTH-SOUTHWEST OF THE EDGE OF CONCRETE BRIDGE RAIL. AH4744 AH4744 STATION RECOVERY (2005) AH4744 AH4744'RECOVERY NOTE BY GEOCACHING 2005 (PFF) AH4744'RECOVERED AS DESCRIBED. AH4744' 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0917 *********************************************************************** EZ0917 DESIGNATION - NEWHO EZ0917 PID - EZ0917 EZ0917 STATE/COUNTY- NC/WAKE EZ0917 USGS QUAD - RALEIGH EAST (1993) EZ0917 EZ0917 *CURRENT SURVEY CONTROL EZ0917 ___________________________________________________________________ EZ0917* NAD 83(1986)- 35 49 49.82839(N) 078 37 08.15613(W) ADJUSTED EZ0917* NAVD 88 - 95.862 (meters) 314.51 (feet) ADJUSTED EZ0917 ___________________________________________________________________ EZ0917 LAPLACE CORR- -7.39 (seconds) DEFLEC99 EZ0917 GEOID HEIGHT- -32.87 (meters) GEOID03 EZ0917 DYNAMIC HT - 95.780 (meters) 314.24 (feet) COMP EZ0917 MODELED GRAV- 979,777.0 (mgal) NAVD 88 EZ0917 EZ0917 HORZ ORDER - SECOND EZ0917 VERT ORDER - FIRST CLASS II EZ0917 EZ0917.The North Carolina HARNS have been completed but, EZ0917.due to contractual restrictions, coordinates for these stations EZ0917.will NOT be published in the near future. In the interim, the EZ0917.published coordinates in North Carolina will not be EZ0917.consistent with the Continuously Operating Reference Stations EZ0917.(CORS). The HARN coordinates for these stations are available EZ0917.upon request. Contact Gary Thompson(919-733-3836). EZ0917. EZ0917.In addition, the published North Carolina positions EZ0917.(NAD 83 (1986)) are NOT consistent with those determined in EZ0917.adjacent state readjustments. The discontinuity between stations EZ0917.located in North Carolina and those in adjacent states EZ0917.which have been adjusted to the HARN may be as much as 5 EZ0917.decimeters. This will result in a significant loss of accuracy EZ0917.over lines crossing such state borders. EZ0917 EZ0917 EZ0917.The horizontal coordinates were established by classical geodetic methods EZ0917.and adjusted by the National Geodetic Survey in July 1986. EZ0917 EZ0917.The orthometric height was determined by differential leveling EZ0917.and adjusted by the National Geodetic Survey in June 1991. EZ0917 EZ0917.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0917 EZ0917.The geoid height was determined by GEOID03. EZ0917 EZ0917.The dynamic height is computed by dividing the NAVD 88 EZ0917.geopotential number by the normal gravity value computed on the EZ0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0917.degrees latitude (g = 980.6199 gals.). EZ0917 EZ0917.The modeled gravity was interpolated from observed gravity values. EZ0917 EZ0917; North East Units Scale Factor Converg. EZ0917;SPC NC - 230,861.516 644,030.344 MT 0.99992350 +0 13 11.8 EZ0917;SPC NC - 757,418.16 2,112,956.22 sFT 0.99992350 +0 13 11.8 EZ0917;UTM 17 - 3,967,766.579 715,077.884 MT 1.00017005 +1 23 39.8 EZ0917 EZ0917! - Elev Factor x Scale Factor = Combined Factor EZ0917!SPC NC - 0.99999011 x 0.99992350 = 0.99991361 EZ0917!UTM 17 - 0.99999011 x 1.00017005 = 1.00016016 EZ0917 EZ0917: Primary Azimuth Mark Grid Az EZ0917:SPC NC - SANS 198 28 56.2 EZ0917:UTM 17 - SANS 197 18 28.2 EZ0917 EZ0917|---------------------------------------------------------------------| EZ0917| PID Reference Object Distance Geod. Az | EZ0917| dddmmss.s | EZ0917| EZ0916 LENNON 266.186 METERS 02543 | EZ0917| EZ2537 SANS APPROX. 0.6 KM 1984208.0 | EZ0917|---------------------------------------------------------------------| EZ0917 EZ0917 SUPERSEDED SURVEY CONTROL EZ0917 EZ0917 NAD 27 - 35 49 49.29291(N) 078 37 09.14432(W) AD( ) 2 EZ0917 NGVD 29 (03/05/92) 96.135 (m) 315.40 (f) ADJUSTED 1 2 EZ0917 EZ0917.Superseded values are not recommended for survey control. EZ0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0917.See file dsdata.txt to determine how the superseded data were derived. EZ0917 EZ0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1507867767(NAD 83) EZ0917_MARKER: DE = TRAVERSE STATION DISK EZ0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0917_PROJECTION: RECESSED 5 CENTIMETERS EZ0917_MAGNETIC: N = NO MAGNETIC MATERIAL EZ0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0917+STABILITY: SURFACE MOTION EZ0917 EZ0917 HISTORY - Date Condition Report By EZ0917 HISTORY - 1972 MONUMENTED NCGS EZ0917 HISTORY - 1972 GOOD NCGS EZ0917 HISTORY - 1980 GOOD NCGS EZ0917 HISTORY - 1984 MARK NOT FOUND NCGS EZ0917 HISTORY - 1984 MARK NOT FOUND NCGS EZ0917 HISTORY - 20040521 MARK NOT FOUND USPSQD EZ0917 EZ0917 STATION DESCRIPTION EZ0917 EZ0917'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ0917'NEWHO IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0917'VICINITY OF MILLBROOK, RALEIGH, NORTH CAROLINA. EZ0917' EZ0917'NEWHO IS LOCATED APPROXIMATELY 1.6 MILES SOUTHWEST OF MILLBROOK AND EZ0917'3.7 MILES NNE OF CAPITOL SQUARE IN RALEIGH. TO REACH STATION FROM EZ0917'WAKE FOREST ROAD (SR 2000) UNDERPASS OF US 1 AND US 64 BYPASS IN EZ0917'NORTH RALEIGH, PROCEED NORTH ALONG WAKE FOREST ROAD FOR 0.35 MILE EZ0917'TO INTERSECTION WITH NEW HOPE CHURCH ROAD (SR 2034) AND STATION ON EZ0917'THE LEFT, SOUTH OF DRIVEWAY (WEST), AND BETWEEN SIDEWALK AND CURB, EZ0917'APPROXIMATELY 0.4 MILE SOUTH OF EAST GATE SHOPPING CENTER. EZ0917' EZ0917'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED NEWHO EZ0917'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1 EZ0917'INCH BELOW THE SURFACE OF THE GROUND. EZ0917' EZ0917'MARK IS EZ0917'2.1 FEET WNW OF WEST CURBING OF WAKE FOREST ROAD. EZ0917'2.4 FEET ESE OF EAST EDGE OF SIDEWALK. EZ0917'50.5 FEET SSW OF C/L OF DRIVEWAY WEST. EZ0917'28.9 FEET SSW OF A POLE FOR STOP LIGHT. EZ0917'45.9 FEET NE OF 8 INCH SPRUCE PINE WITH ALUMINUM REF. TAG. EZ0917'81.2 FEET NNE OF TOP OF FIRE HYDRANT. EZ0917 EZ0917 STATION RECOVERY (1972) EZ0917 EZ0917'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0917'1.6 MI SW FROM MILLBROOK. EZ0917'NEWHO IS LOCATED APPROXIMATELY 3.7 MILES NNE OF CAPITOL SQUARE EZ0917'IN RALEIGH. TO REACH STATION FROM WAKE FOREST ROAD (SR2000) UNDERPASS EZ0917'OF U.S. 1 - U.S. 64 BYPASS IN NORTH RALEIGH, PROCEED NORTH ALONG EZ0917'WAKE FOREST ROAD FOR 0.35 MILE TO INTERSECTION WITH NEW HOPE EZ0917'CHURCH ROAD (SR 2034) AND STATION ON THE LEFT BETWEEN SIDEWALK EZ0917'AND CURB, APPROXIMATELY 0.4 MILE SOUTH OF EAST GATE SHOPPING CENTER, EZ0917'2.1 FT WNW OF WEST CURBING OF WAKE FOREST ROAD, 2.4 FT ESE OF EZ0917'EAST EDGE OF SIDEWALK, 50.5 FT SSW OF C/L OF DRIVEWAY (W), 28.9 EZ0917'FT SSW OF POLE (FOR STOP LIGHT), 45.9 FT NE OF 8 IN SPRUCE PINE EZ0917'WITH ALUMINUM REF. TAG, 81.2 FT NNE OF TOP OF FIRE HYDRANT. DISK EZ0917'IS SET IN THE TOP OF A CONCRETE CYLINDER 1 INCH BELOW THE SURFACE EZ0917'OF THE GROUND. EZ0917 EZ0917 STATION RECOVERY (1980) EZ0917 EZ0917'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ0917'0.4 MILE NORTH ALONG SR 2000 (WAKE FOREST ROAD) FROM U.S. 1 AND EZ0917'64 BYPASS BRIDGE, OR APPROXIMATELY 0.4 MILE SOUTH OF EASTGATE SHOPPING EZ0917'CENTER, ON WEST SIDE OF ROAD AT INTERSECTION WITH SR 2034 (NEW HOPE EZ0917'CHURCH ROAD), 2.1 FEET WEST OF CURB, 2.4 FEET EAST EZ0917'OF SIDEWALK, 50.5 FEET SOUTH-SOUTHWEST OF CENTERLINE OF DRIVEWAY, EZ0917'28.9 FEET SOUTH-SOUTHWEST OF A POLE FOR STOP LIGHT, 45.9 FEET EZ0917'NORTHEAST OF 8-INCH SPRUCE WITH REFERENCE TAG AND 81.2 FEET EZ0917'NORTH-NORTHEAST OF FIRE HYDRANT. EZ0917'THE MARK IS 1 FT ABOVE ROAD. EZ0917 EZ0917 STATION RECOVERY (1984) EZ0917 EZ0917'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ0917'THE STATION NOT RECOVERED AT THIS DATE. EZ0917'STATION WAS SEARCHED FOR BUT NOT FOUND. PROBABLY DESTROYED BY EZ0917'CONSTRUCTION OF A NEW DRIVEWAY AND SIDEWALK. EZ0917' EZ0917'NCGS EZ0917 EZ0917 STATION RECOVERY (1984) EZ0917 EZ0917'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ0917'THE STATION NOT RECOVERED AT THIS DATE. EZ0917 EZ0917 STATION RECOVERY (2004) EZ0917 EZ0917'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ0917'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7287 *********************************************************************** AE7287 DESIGNATION - NEWNAM AE7287 PID - AE7287 AE7287 STATE/COUNTY- NC/WAKE AE7287 USGS QUAD - WAKE FOREST (1987) AE7287 AE7287 *CURRENT SURVEY CONTROL AE7287 ___________________________________________________________________ AE7287* NAD 83(1986)- 35 58 47.02964(N) 078 37 27.84583(W) ADJUSTED AE7287* NAVD 88 - 113.4 (meters) 372. (feet) VERTCON AE7287 ___________________________________________________________________ AE7287 LAPLACE CORR- -6.61 (seconds) DEFLEC99 AE7287 GEOID HEIGHT- -32.45 (meters) GEOID03 AE7287 AE7287 HORZ ORDER - SECOND AE7287 AE7287.The North Carolina HARNS have been completed but, AE7287.due to contractual restrictions, coordinates for these stations AE7287.will NOT be published in the near future. In the interim, the AE7287.published coordinates in North Carolina will not be AE7287.consistent with the Continuously Operating Reference Stations AE7287.(CORS). The HARN coordinates for these stations are available AE7287.upon request. Contact Gary Thompson(919-733-3836). AE7287. AE7287.In addition, the published North Carolina positions AE7287.(NAD 83 (1986)) are NOT consistent with those determined in AE7287.adjacent state readjustments. The discontinuity between stations AE7287.located in North Carolina and those in adjacent states AE7287.which have been adjusted to the HARN may be as much as 5 AE7287.decimeters. This will result in a significant loss of accuracy AE7287.over lines crossing such state borders. AE7287 AE7287 AE7287.The horizontal coordinates were established by classical geodetic methods AE7287.and adjusted by the National Geodetic Survey in March 1998. AE7287 AE7287.The NAVD 88 height was computed by applying the VERTCON shift value to AE7287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7287 AE7287.The Laplace correction was computed from DEFLEC99 derived deflections. AE7287 AE7287.The geoid height was determined by GEOID03. AE7287 AE7287; North East Units Scale Factor Converg. AE7287;SPC NC - 247,415.809 643,473.553 MT 0.99995319 +0 13 00.4 AE7287;SPC NC - 811,730.03 2,111,129.48 sFT 0.99995319 +0 13 00.4 AE7287;UTM 17 - 3,984,309.745 714,180.981 MT 1.00016528 +1 23 46.3 AE7287 AE7287! - Elev Factor x Scale Factor = Combined Factor AE7287!SPC NC - 0.99998730 x 0.99995319 = 0.99994049 AE7287!UTM 17 - 0.99998730 x 1.00016528 = 1.00015257 AE7287 AE7287 SUPERSEDED SURVEY CONTROL AE7287 AE7287 NGVD 29 (03/10/98) 113.7 (m) 373. (f) VERT ANG AE7287 AE7287.Superseded values are not recommended for survey control. AE7287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7287.See file dsdata.txt to determine how the superseded data were derived. AE7287 AE7287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1418184310(NAD 83) AE7287_MARKER: DE = TRAVERSE STATION DISK AE7287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7287_STAMPING: NEWNAM 1985 AE7287_MARK LOGO: NCGS AE7287_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7287+STABILITY: SURFACE MOTION AE7287 AE7287 HISTORY - Date Condition Report By AE7287 HISTORY - 1985 MONUMENTED NCGS AE7287 AE7287 STATION DESCRIPTION AE7287 AE7287'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) AE7287'STATION IS LOCATED ABOUT 10.3 KM (6.40 MI) WEST OF WAKE FOREST. ALONG AE7287'NC 98 FOR 0.7 KM (0.45 MI) EAST OF THE NEUSE RIVER BRIDGE, TO SR 2180 AE7287'(OLD BAYLEAF ROAD), ABOUT 275 FEET (83.8 M) EAST OF THE AE7287'T-INTERSECTION, AT THE NORTHEAST EDGE OF YARD OF THE NEWNAMS LOG CABIN AE7287'RESIDENCE. MARK IS FLUSH WITH GROUND AND ABOUT 10 FEET (3.0 M) HIGHER AE7287'THAN THE HIGHWAY. LOCATED 20.0 M (65.6 FT) SOUTH OF THE CENTERLINE OF AE7287'THE HIGHWAY, 81.7 M (268.0 FT) EAST OF THE NORTH END OF THE SR TRAFFIC AE7287'ISLAND, 75.1 M (246.4 FT) WEST-SOUTHWEST OF THE CENTERLINE OF AN AE7287'UNPAVED ROAD, 20.5 M (67.3 FT) NORTH OF A WELL, 32.7 M (107.3 FT) AE7287'NORTH-NORTHEAST OF THE NORTH-MOST CORNER OF THE PORCH, 38.4 M (126.0 AE7287'FT) NORTH OF THE NORTHEAST CORNER OF THE HOUSE, AND 10.9 M (35.8 FT) AE7287'NORTHEAST OF THE EAST-MOST CEDAR. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6584 *********************************************************************** EZ6584 DESIGNATION - NEWTON EZ6584 PID - EZ6584 EZ6584 STATE/COUNTY- NC/WAKE EZ6584 USGS QUAD - BAYLEAF (1987) EZ6584 EZ6584 *CURRENT SURVEY CONTROL EZ6584 ___________________________________________________________________ EZ6584* NAD 83(1986)- 35 52 46.94112(N) 078 37 31.01265(W) ADJUSTED EZ6584* NAVD 88 - 136.1 (meters) 447. (feet) VERTCON EZ6584 ___________________________________________________________________ EZ6584 LAPLACE CORR- -7.21 (seconds) DEFLEC99 EZ6584 GEOID HEIGHT- -32.71 (meters) GEOID03 EZ6584 EZ6584 HORZ ORDER - SECOND EZ6584 EZ6584.The North Carolina HARNS have been completed but, EZ6584.due to contractual restrictions, coordinates for these stations EZ6584.will NOT be published in the near future. In the interim, the EZ6584.published coordinates in North Carolina will not be EZ6584.consistent with the Continuously Operating Reference Stations EZ6584.(CORS). The HARN coordinates for these stations are available EZ6584.upon request. Contact Gary Thompson(919-733-3836). EZ6584. EZ6584.In addition, the published North Carolina positions EZ6584.(NAD 83 (1986)) are NOT consistent with those determined in EZ6584.adjacent state readjustments. The discontinuity between stations EZ6584.located in North Carolina and those in adjacent states EZ6584.which have been adjusted to the HARN may be as much as 5 EZ6584.decimeters. This will result in a significant loss of accuracy EZ6584.over lines crossing such state borders. EZ6584 EZ6584 EZ6584.The horizontal coordinates were established by classical geodetic methods EZ6584.and adjusted by the National Geodetic Survey in December 1992. EZ6584 EZ6584.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6584 EZ6584.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6584 EZ6584.The geoid height was determined by GEOID03. EZ6584 EZ6584; North East Units Scale Factor Converg. EZ6584;SPC NC - 236,317.727 643,436.114 MT 0.99993253 +0 12 58.6 EZ6584;SPC NC - 775,319.08 2,111,006.65 sFT 0.99993253 +0 12 58.6 EZ6584;UTM 17 - 3,973,210.761 714,371.699 MT 1.00016630 +1 23 32.3 EZ6584 EZ6584! - Elev Factor x Scale Factor = Combined Factor EZ6584!SPC NC - 0.99998378 x 0.99993253 = 0.99991631 EZ6584!UTM 17 - 0.99998378 x 1.00016630 = 1.00015008 EZ6584 EZ6584: Primary Azimuth Mark Grid Az EZ6584:SPC NC - SANDFORK 158 40 59.1 EZ6584:UTM 17 - SANDFORK 157 30 25.4 EZ6584 EZ6584|---------------------------------------------------------------------| EZ6584| PID Reference Object Distance Geod. Az | EZ6584| dddmmss.s | EZ6584| EZ6607 SANDFORK APPROX. 0.8 KM 1585357.7 | EZ6584| EZ6603 RAVENS APPROX. 0.8 KM 3442243.4 | EZ6584|---------------------------------------------------------------------| EZ6584 EZ6584 SUPERSEDED SURVEY CONTROL EZ6584 EZ6584 NGVD 29 (02/27/98) 136.3 (m) 447. (f) VERT ANG EZ6584 EZ6584.Superseded values are not recommended for survey control. EZ6584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6584.See file dsdata.txt to determine how the superseded data were derived. EZ6584 EZ6584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1437273211(NAD 83) EZ6584_MARKER: DH = HORIZONTAL CONTROL DISK EZ6584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6584_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6584_STAMPING: NEWTON 1985 EZ6584_MARK LOGO: NCGS EZ6584_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6584+STABILITY: SURFACE MOTION EZ6584 EZ6584 HISTORY - Date Condition Report By EZ6584 HISTORY - 1985 MONUMENTED NCGS EZ6584 HISTORY - 19871013 GOOD NCGS EZ6584 HISTORY - 20050706 GOOD GEOCAC EZ6584 EZ6584 STATION DESCRIPTION EZ6584 EZ6584'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ6584'THE STATION IS LOCATED IN NORTH RALEIGH. EZ6584' EZ6584'ALONG FALLS OF NEUSE ROAD, AT THE INTERSECTION WITH NEWTON ROAD, IN EZ6584'THE WEST SIDEWALK OF FALLS OF NEUSE ROAD, AND ABOUT 75 FT SOUTHEAST EZ6584'OF THE CIRCLE K CONVENIENCE STORE. EZ6584' EZ6584'THE STATION IS A STANDARD NCGS DISK STAMPED---NEWTON 1985---, EZ6584'SET INTO A DRILLED HOLE IN THE SIDEWALK. LOCATED EZ6584'6.7 METERS (22.0 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND EZ6584'LANES, EZ6584'12.6 METERS (41.2 FT) NORTHEAST OF THE CENTERLINE OF NEWTON ROAD, EZ6584'30.2 METERS (99.0 FT) NORTHWEST OF THE CENTERLINE INTERSECTION OF EZ6584'THE ROADS (PULLED FROM PK NAIL), EZ6584'17.1 METERS (56.0 FT) SOUTH OF A MANHOLE COVER, EZ6584'5.9 METERS (19.4 FT) SOUTHEAST OF THE SOUTHEAST CONCRETE CORNER OF A EZ6584'SIGN BASE OF CIRCLE K STORE, EZ6584'1.7 METERS (5.5 FT) NORTHEAST OF A POWER POLE WITH A TRANSFORMER AND EZ6584'A REFERENCE TAG, AND EZ6584'5.5 METERS (18.0 FT) SOUTH-SOUTHWEST OF A STORM DRAIN COVER. EZ6584' EZ6584'MARK IS 1/2 FT ABOVE THE INTERSECTION. EZ6584 EZ6584 STATION RECOVERY (1987) EZ6584 EZ6584'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ6584'RECOVERED AS DESCRIBED. EZ6584 EZ6584 STATION RECOVERY (2005) EZ6584 EZ6584'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ6584'RECOVERED AS DESCRIBED, EXCEPT THE CONVENIENCE STORE CURRENTLY IS EZ6584'NAMED UNION 76 (NOT CIRCLE K). THE REFERENCED SIGN HAS BEEN REMOVED EZ6584'BUT THE CEMENT FOUNDATION STILL EXISTS. THE OTHER REFERENCES REMAIN EZ6584'VALID. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0990 *********************************************************************** EZ0990 DESIGNATION - NIPPER EZ0990 PID - EZ0990 EZ0990 STATE/COUNTY- NC/WAKE EZ0990 USGS QUAD - BAYLEAF (1987) EZ0990 EZ0990 *CURRENT SURVEY CONTROL EZ0990 ___________________________________________________________________ EZ0990* NAD 83(1986)- 35 56 08.76180(N) 078 41 06.03737(W) ADJUSTED EZ0990* NAVD 88 - 125.091 (meters) 410.40 (feet) ADJUSTED EZ0990 ___________________________________________________________________ EZ0990 LAPLACE CORR- -7.20 (seconds) DEFLEC99 EZ0990 GEOID HEIGHT- -32.32 (meters) GEOID03 EZ0990 DYNAMIC HT - 124.985 (meters) 410.06 (feet) COMP EZ0990 MODELED GRAV- 979,786.3 (mgal) NAVD 88 EZ0990 EZ0990 HORZ ORDER - SECOND EZ0990 VERT ORDER - SECOND CLASS 0 EZ0990 EZ0990.The North Carolina HARNS have been completed but, EZ0990.due to contractual restrictions, coordinates for these stations EZ0990.will NOT be published in the near future. In the interim, the EZ0990.published coordinates in North Carolina will not be EZ0990.consistent with the Continuously Operating Reference Stations EZ0990.(CORS). The HARN coordinates for these stations are available EZ0990.upon request. Contact Gary Thompson(919-733-3836). EZ0990. EZ0990.In addition, the published North Carolina positions EZ0990.(NAD 83 (1986)) are NOT consistent with those determined in EZ0990.adjacent state readjustments. The discontinuity between stations EZ0990.located in North Carolina and those in adjacent states EZ0990.which have been adjusted to the HARN may be as much as 5 EZ0990.decimeters. This will result in a significant loss of accuracy EZ0990.over lines crossing such state borders. EZ0990 EZ0990 EZ0990.The horizontal coordinates were established by classical geodetic methods EZ0990.and adjusted by the National Geodetic Survey in July 1986. EZ0990 EZ0990.The orthometric height was determined by differential leveling EZ0990.and adjusted by the National Geodetic Survey in June 1991. EZ0990 EZ0990.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0990 EZ0990.The geoid height was determined by GEOID03. EZ0990 EZ0990.The dynamic height is computed by dividing the NAVD 88 EZ0990.geopotential number by the normal gravity value computed on the EZ0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0990.degrees latitude (g = 980.6199 gals.). EZ0990 EZ0990.The modeled gravity was interpolated from observed gravity values. EZ0990 EZ0990; North East Units Scale Factor Converg. EZ0990;SPC NC - 242,518.985 638,023.212 MT 0.99994373 +0 10 54.5 EZ0990;SPC NC - 795,664.37 2,093,247.82 sFT 0.99994373 +0 10 54.5 EZ0990;UTM 17 - 3,979,300.856 708,831.409 MT 1.00013740 +1 21 32.8 EZ0990 EZ0990! - Elev Factor x Scale Factor = Combined Factor EZ0990!SPC NC - 0.99998544 x 0.99994373 = 0.99992917 EZ0990!UTM 17 - 0.99998544 x 1.00013740 = 1.00012284 EZ0990 EZ0990 SUPERSEDED SURVEY CONTROL EZ0990 EZ0990 NAD 27 - 35 56 08.23379(N) 078 41 07.02287(W) AD( ) 2 EZ0990 NGVD 29 (??/??/92) 125.32 (m) 411.2 (f) COMPUTED 2 0 EZ0990 EZ0990.Superseded values are not recommended for survey control. EZ0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0990.See file dsdata.txt to determine how the superseded data were derived. EZ0990 EZ0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0883179301(NAD 83) EZ0990_MARKER: DE = TRAVERSE STATION DISK EZ0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0990_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0990_STAMPING: NIPPER 1970 EZ0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0990+STABILITY: SURFACE MOTION EZ0990 EZ0990 HISTORY - Date Condition Report By EZ0990 HISTORY - 1970 MONUMENTED NCGS EZ0990 HISTORY - 1973 GOOD NCGS EZ0990 HISTORY - 1974 SEE DESCRIPTION NGS EZ0990 EZ0990 STATION DESCRIPTION EZ0990 EZ0990'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ0990'NIPPER IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0990'VICINITY OF NORTHWEST WAKE COUNTY. EZ0990' EZ0990'NIPPER IS LOCATED APPROXIMATELY 2.6 MILES WSW OF FALLS AND 3.0 MILES EZ0990'NORTHEAST OF LEESVILLE. TO REACH STATION PROCEED FROM THE EZ0990'INTERSECTION OF NC 98 AND NC 50, GO SOUTH ON NC 50 FOR 3.1 MILES TO EZ0990'INTERSECTION OF NC 50 AND SR 1834, CONTINUE SOUTH ON NC 50 FOR EZ0990'0.5 MILE TO STATION ON LEFT, AND 1.45 MILES NORTH OF INTERSECTION EZ0990'OF NC 50 AND SR 1830. EZ0990' EZ0990'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ0990'NIPPER 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ0990'IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0990' EZ0990'MARK IS-- EZ0990'29.3 FEET E OF C/L OF NC 50. EZ0990'6.7 FEET SW OF ALUMINUM REF. TAG ON PP. EZ0990'5.6 FEET W OF ALUMINUM REF. TAG ON A CUT TELEPHONE POST. EZ0990'35.8 FEET SSW OF ALUMINUM REF. TAG ON 14 INCH PINE TREE. EZ0990'42.5 FEET NW OF ALUMINUM REF. TAG ON 6 INCH SHORTLEAF PINE. EZ0990'135.2 FEET S OF TOP OF CABLE MARKER. EZ0990 EZ0990 STATION RECOVERY (1973) EZ0990 EZ0990'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0990'6.5 MI NW FROM MILLBROOK. EZ0990'NIPPER IS LOCATED APPROXIMATELY 11.0 MILES NORTH OF CAPITOL EZ0990'SQUARE IN RALEIGH. TO REACH STATION FROM INTERSECTION OF U.S. EZ0990'70 AND NC 50 AT CRABTREE MALL, PROCEED NORTH ALONG NC 50 FOR 5.5 EZ0990'MILES TO STATION ON RIGHT ACROSS FROM DRIVEWAY LEADING WEST, EZ0990'3.65 MILES SOUTH OF INTERSECTION OF NC 50 AND NC 98, 0.45 MILES EZ0990'SOUTH OF INTERSECTION WITH SR 1834, 29.3 FT E OF C/L OF NC 50, EZ0990'4.6 FT WSW OF A PP W/ALUMINUM REF. TAG, 35.8 FT SW OF 14 IN PINE EZ0990'W/ALUMINUM REF. TAG, 42.5 FT NW OF 6 IN SHORTLEAF PINE W/ALUMINUM EZ0990'REF. TAG, AND 135.2 FT S OF TOP OF AN UNDERGROUND CABLE MARKER. EZ0990'DISK IS SET IN CONCRETE CYLINDER FLUSH WITH THE SURFACE OF THE EZ0990'GROUND. EZ0990 EZ0990 STATION RECOVERY (1974) EZ0990 EZ0990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (TS) EZ0990'MARK NIPPER 1970 WAS DESTROYED. MONUMENT LYING IN DITCH. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6585 *********************************************************************** EZ6585 DESIGNATION - NORBEND EZ6585 PID - EZ6585 EZ6585 STATE/COUNTY- NC/WAKE EZ6585 USGS QUAD - RALEIGH EAST (1993) EZ6585 EZ6585 *CURRENT SURVEY CONTROL EZ6585 ___________________________________________________________________ EZ6585* NAD 83(1986)- 35 51 40.71538(N) 078 37 09.45255(W) ADJUSTED EZ6585* NAVD 88 - 109.8 (meters) 360. (feet) VERTCON EZ6585 ___________________________________________________________________ EZ6585 LAPLACE CORR- -7.34 (seconds) DEFLEC99 EZ6585 GEOID HEIGHT- -32.79 (meters) GEOID03 EZ6585 EZ6585 HORZ ORDER - SECOND EZ6585 EZ6585.The North Carolina HARNS have been completed but, EZ6585.due to contractual restrictions, coordinates for these stations EZ6585.will NOT be published in the near future. In the interim, the EZ6585.published coordinates in North Carolina will not be EZ6585.consistent with the Continuously Operating Reference Stations EZ6585.(CORS). The HARN coordinates for these stations are available EZ6585.upon request. Contact Gary Thompson(919-733-3836). EZ6585. EZ6585.In addition, the published North Carolina positions EZ6585.(NAD 83 (1986)) are NOT consistent with those determined in EZ6585.adjacent state readjustments. The discontinuity between stations EZ6585.located in North Carolina and those in adjacent states EZ6585.which have been adjusted to the HARN may be as much as 5 EZ6585.decimeters. This will result in a significant loss of accuracy EZ6585.over lines crossing such state borders. EZ6585 EZ6585 EZ6585.The horizontal coordinates were established by classical geodetic methods EZ6585.and adjusted by the National Geodetic Survey in December 1992. EZ6585 EZ6585.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6585 EZ6585.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6585 EZ6585.The geoid height was determined by GEOID03. EZ6585 EZ6585; North East Units Scale Factor Converg. EZ6585;SPC NC - 234,278.779 643,984.702 MT 0.99992907 +0 13 11.0 EZ6585;SPC NC - 768,629.63 2,112,806.48 sFT 0.99992907 +0 13 11.0 EZ6585;UTM 17 - 3,971,183.019 714,962.151 MT 1.00016943 +1 23 42.8 EZ6585 EZ6585! - Elev Factor x Scale Factor = Combined Factor EZ6585!SPC NC - 0.99998791 x 0.99992907 = 0.99991698 EZ6585!UTM 17 - 0.99998791 x 1.00016943 = 1.00015733 EZ6585 EZ6585 SUPERSEDED SURVEY CONTROL EZ6585 EZ6585 NGVD 29 (02/27/98) 110.1 (m) 361. (f) VERT ANG EZ6585 EZ6585.Superseded values are not recommended for survey control. EZ6585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6585.See file dsdata.txt to determine how the superseded data were derived. EZ6585 EZ6585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1496271183(NAD 83) EZ6585_MARKER: DH = HORIZONTAL CONTROL DISK EZ6585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6585_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6585_STAMPING: NORBEND 1985 EZ6585_MARK LOGO: NCGS EZ6585_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6585+STABILITY: SURFACE MOTION EZ6585 EZ6585 HISTORY - Date Condition Report By EZ6585 HISTORY - 1985 MONUMENTED NCGS EZ6585 HISTORY - 19871013 GOOD NCGS EZ6585 EZ6585 STATION DESCRIPTION EZ6585 EZ6585'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ6585'THE STATION IS LOCATED IN NORTH RALEIGH. EZ6585' EZ6585'ALONG FALLS OF NEUSE ROAD, AT THE INTERSECTION WITH NORTH BEND EZ6585'DRIVE, BETWEEN THE CURB AND THE SIDEWALK AND NEAR THE SAINT RAPHAEL EZ6585'CHURCH SIGN. EZ6585' EZ6585'THE STATION IS A STANDARD NCGS DISK STAMPED---NORBEND 1985---, EZ6585'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6585'25 CM IN DIAMETER. LOCATED EZ6585'5.5 METERS(18.0 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES, EZ6585'11.2 METERS (36.7 FT) SOUTH OF THE CENTERLINE OF THE STREET, EZ6585'6.2 METERS (20.3 FT) EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE EZ6585'DUKE STONE CHURCH SIGN, EZ6585'9.9 METERS (32.5 FT) EAST OF THE NORTHEAST CORNER OF THE DUKE STONE EZ6585'CHURCH SIGN, EZ6585'30.2 METERS (99.0 FT) NORTH OF THE CENTER OF THE CULVERT HEADWALL, EZ6585'0.3 METERS (1.1 FT) EAST OF THE EDGE OF THE CURB, AND EZ6585'0.5 METERS (1.6 FT) WEST OF THE EDGE OF THE SIDEWALK. EZ6585' EZ6585'MARK IS 1/2 FT ABOVE THE LEVEL OF THE INTERSECTION. EZ6585 EZ6585 STATION RECOVERY (1987) EZ6585 EZ6585'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ6585'RECOVERED AS DESCRIBED. MARK IS 32.5 FT (9.9 M) EAST OF THE NORTHWEST EZ6585'CORNER OF THE DUKE STONE CHURCH SIGN. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1034 *********************************************************************** EZ1034 DESIGNATION - NORFOLK EZ1034 PID - EZ1034 EZ1034 STATE/COUNTY- NC/WAKE EZ1034 USGS QUAD - FUQUAY-VARINA (1993) EZ1034 EZ1034 *CURRENT SURVEY CONTROL EZ1034 ___________________________________________________________________ EZ1034* NAD 83(1986)- 35 35 55.68868(N) 078 45 21.21478(W) ADJUSTED EZ1034* NAVD 88 - 126.862 (meters) 416.21 (feet) ADJUSTED EZ1034 ___________________________________________________________________ EZ1034 LAPLACE CORR- -4.79 (seconds) DEFLEC99 EZ1034 GEOID HEIGHT- -32.80 (meters) GEOID03 EZ1034 DYNAMIC HT - 126.750 (meters) 415.85 (feet) COMP EZ1034 MODELED GRAV- 979,755.8 (mgal) NAVD 88 EZ1034 EZ1034 HORZ ORDER - SECOND EZ1034 VERT ORDER - SECOND CLASS 0 EZ1034 EZ1034.The North Carolina HARNS have been completed but, EZ1034.due to contractual restrictions, coordinates for these stations EZ1034.will NOT be published in the near future. In the interim, the EZ1034.published coordinates in North Carolina will not be EZ1034.consistent with the Continuously Operating Reference Stations EZ1034.(CORS). The HARN coordinates for these stations are available EZ1034.upon request. Contact Gary Thompson(919-733-3836). EZ1034. EZ1034.In addition, the published North Carolina positions EZ1034.(NAD 83 (1986)) are NOT consistent with those determined in EZ1034.adjacent state readjustments. The discontinuity between stations EZ1034.located in North Carolina and those in adjacent states EZ1034.which have been adjusted to the HARN may be as much as 5 EZ1034.decimeters. This will result in a significant loss of accuracy EZ1034.over lines crossing such state borders. EZ1034 EZ1034 EZ1034.The horizontal coordinates were established by classical geodetic methods EZ1034.and adjusted by the National Geodetic Survey in July 1986. EZ1034 EZ1034.The orthometric height was determined by differential leveling EZ1034.and adjusted by the National Geodetic Survey in June 1991. EZ1034 EZ1034.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1034 EZ1034.The geoid height was determined by GEOID03. EZ1034 EZ1034.The dynamic height is computed by dividing the NAVD 88 EZ1034.geopotential number by the normal gravity value computed on the EZ1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1034.degrees latitude (g = 980.6199 gals.). EZ1034 EZ1034.The modeled gravity was interpolated from observed gravity values. EZ1034 EZ1034; North East Units Scale Factor Converg. EZ1034;SPC NC - 205,116.466 631,719.310 MT 0.99989088 +0 08 27.2 EZ1034;SPC NC - 672,952.94 2,072,565.77 sFT 0.99989088 +0 08 27.2 EZ1034;UTM 17 - 3,941,769.430 703,292.387 MT 1.00010931 +1 18 24.3 EZ1034 EZ1034! - Elev Factor x Scale Factor = Combined Factor EZ1034!SPC NC - 0.99998524 x 0.99989088 = 0.99987612 EZ1034!UTM 17 - 0.99998524 x 1.00010931 = 1.00009455 EZ1034 EZ1034: Primary Azimuth Mark Grid Az EZ1034:SPC NC - CHANCIE 044 15 56.3 EZ1034:UTM 17 - CHANCIE 043 05 59.2 EZ1034 EZ1034|---------------------------------------------------------------------| EZ1034| PID Reference Object Distance Geod. Az | EZ1034| dddmmss.s | EZ1034| EZ1033 CHANCIE APPROX. 1.4 KM 0442423.5 | EZ1034| EZ1035 STROUD 373.137 METERS 22915 | EZ1034|---------------------------------------------------------------------| EZ1034 EZ1034 SUPERSEDED SURVEY CONTROL EZ1034 EZ1034 NAD 27 - 35 35 55.13156(N) 078 45 22.18083(W) AD( ) 2 EZ1034 NGVD 29 (??/??/92) 127.130 (m) 417.09 (f) ADJ UNCH 2 0 EZ1034 EZ1034.Superseded values are not recommended for survey control. EZ1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1034.See file dsdata.txt to determine how the superseded data were derived. EZ1034 EZ1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0329241769(NAD 83) EZ1034_MARKER: DE = TRAVERSE STATION DISK EZ1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1034_STAMPING: NORFOLK 1967 EZ1034_MARK LOGO: NCGS EZ1034_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1034+STABILITY: SURFACE MOTION EZ1034 EZ1034 HISTORY - Date Condition Report By EZ1034 HISTORY - 1967 MONUMENTED NCGS EZ1034 HISTORY - 1972 GOOD NCGS EZ1034 HISTORY - 1973 GOOD NCGS EZ1034 HISTORY - 1973 GOOD NCGS EZ1034 HISTORY - 19990812 MARK NOT FOUND NCGS EZ1034 EZ1034 STATION DESCRIPTION EZ1034 EZ1034'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1034'NORFOLK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1034'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ1034' EZ1034'NORFOLK IS LOCATED APPROXIMATELY 3.0 MILES NORTHEAST OF EZ1034'FUQUAY SPRINGS. TO REACH STATION PROCEED FROM THE INTERSECTION EZ1034'OF NC 55 WITH U.S. 401 AT NORTHEAST EDGE OF FUQUAY-VARINA, GO EZ1034'NORTHEAST ON U.S. 401 FOR 0.2 MILE TO STATION. WHICH IS ON EZ1034'TOP OF ABOUT A 20 FOOT CUT, ON SOUTHEAST SIDE OF U.S. 401, AT EZ1034'NORTHWEST EDGE OF CULTIVATED FIELD, AND ABOUT 250 FEET EAST EZ1034'OF NORFOLK-SOUTHERN RR BRIDGE OVER U.S. 401. EZ1034' EZ1034'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1034'NORFOLK 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ1034'OF WHICH IS 6 INCHES BELOW THE SURFACE OF THE GROUND. EZ1034' EZ1034'MARK IS EZ1034' EZ1034'12.4 FT SE OF NW EDGE OF CUT ON SE SIDE OF U.S. 401 EZ1034' EZ1034'63.0 FT WSW OF PP WITH ALUMINUM REF. TAG IN NW EDGE OF CULTIVATED EZ1034'FIELD EZ1034' EZ1034'156.0 FT NE OF 10 INCH PINE WITH ALUMINUM REF. TAG (THE END EZ1034'TREE IN ROW OF PINES) EZ1034' EZ1034'147.7 FT NE OF 8 INCH PINE WITH ALUMINUM REF. TAG (THE 3RD TREE EZ1034'FROM NW END OF ROW OF PINES) EZ1034 EZ1034 STATION RECOVERY (1972) EZ1034 EZ1034'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ1034'GOOD EZ1034 EZ1034 STATION RECOVERY (1973) EZ1034 EZ1034'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1034'3 MI NE FROM FUQUAY VARINA. EZ1034'NORFOLK IS LOCATED APPROXIMATELY 14.0 MILES SSW OF CAPITOL EZ1034'SQUARE IN RALEIGH. TO REACH STATION FROM INTERSECTION OF U.S. EZ1034'401, NC 55 AND NC 42 APPROXIMATELY 2.5 MILES ENE OF FUQUAY-VARINA, EZ1034'PROCEED NE ALONG U.S. 401 FOR 0.2 MILES TO STATION ON RIGHT ON TOP EZ1034'OF A 20 FT CUT AT NW EDGE OF A CULTIVATED FIELD, APPROXIMATELY 250 EZ1034'FT E OF NORFOLK-SOUTHERN R/R BRIDGE OVER U.S. 401, 12.4 FT SE EZ1034'OF NW EDGE OF CUT, 63.0 FT WSW OF PP W/ALUMINUM REF. TAG, 156.0 EZ1034'FT NE OF 10 IN PINE W/ALUMINUM REF. TAG (THE END TREE IN ROW OF EZ1034'PINES), 147.7 FT NE OF 8 IN PINE W/ALUMINUM REF. TAG. DISK IS EZ1034'SET IN CONCRETE CYLINDER 6 INCHES BELOW THE SURFACE OF THE GROUND. EZ1034 EZ1034 STATION RECOVERY (1973) EZ1034 EZ1034'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1034'LOCATED APPROXIMATELY 14.0 MILES SSW OF CAPITOL SQUARE IN RALEIGH. TO EZ1034'REACH STATION FROM INTERSECTION OF US 401, NC 55 AND NC 42 EZ1034'APPROXIMATELY 2.5 MILES ENE OF FUQUAY-VARINA, PROCEED NE ALONG US 401 EZ1034'FOR 0.2 MILES TO STATION ON RIGHT ON TOP OF A 20 FT. CUT AT NW EDGE OF EZ1034'A CULTIVATED FIELD, APPROXIMATELY 250 FT. E OF NORFOLK-SOUTHERN R/R EZ1034'BRIDGE OVER US 401. 12.4 FT. SE OF NW EDGE OF CUT, 63.0 FT. WSW OF PP EZ1034'W/ALUMINUM REF. TAG, 156.0 FT. NE OF 10 IN. PINE W/ALUMINUM REF. TAG EZ1034'(THE END TREE IN ROW OF PINES), 147.7 FT. NE OF 8 IN. PINE W/ALUMINUM EZ1034'REF. TAG. DISK IS SET IN CONCRETE CYLINDER 6 INCHES BELOW THE SURFACE EZ1034'OF THE GROUND. EZ1034 EZ1034 STATION RECOVERY (1999) EZ1034 EZ1034'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL) EZ1034'STATION NOT FOUND. BELIEVED LOST TO HIGHWAY IMPROVEMENTS AND NEW EZ1034'HIGHWAY CONSTRUCTION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7350 *********************************************************************** AE7350 DESIGNATION - NORLEE AE7350 PID - AE7350 AE7350 STATE/COUNTY- NC/WAKE AE7350 USGS QUAD - BAYLEAF (1987) AE7350 AE7350 *CURRENT SURVEY CONTROL AE7350 ___________________________________________________________________ AE7350* NAD 83(1986)- 35 55 03.19152(N) 078 43 48.25338(W) ADJUSTED AE7350* NAVD 88 - 159.9 (meters) 525. (feet) VERTCON AE7350 ___________________________________________________________________ AE7350 LAPLACE CORR- -7.17 (seconds) DEFLEC99 AE7350 GEOID HEIGHT- -32.17 (meters) GEOID03 AE7350 AE7350 HORZ ORDER - SECOND AE7350 AE7350.The North Carolina HARNS have been completed but, AE7350.due to contractual restrictions, coordinates for these stations AE7350.will NOT be published in the near future. In the interim, the AE7350.published coordinates in North Carolina will not be AE7350.consistent with the Continuously Operating Reference Stations AE7350.(CORS). The HARN coordinates for these stations are available AE7350.upon request. Contact Gary Thompson(919-733-3836). AE7350. AE7350.In addition, the published North Carolina positions AE7350.(NAD 83 (1986)) are NOT consistent with those determined in AE7350.adjacent state readjustments. The discontinuity between stations AE7350.located in North Carolina and those in adjacent states AE7350.which have been adjusted to the HARN may be as much as 5 AE7350.decimeters. This will result in a significant loss of accuracy AE7350.over lines crossing such state borders. AE7350 AE7350 AE7350.The horizontal coordinates were established by classical geodetic methods AE7350.and adjusted by the National Geodetic Survey in March 1998. AE7350 AE7350.The NAVD 88 height was computed by applying the VERTCON shift value to AE7350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7350 AE7350.The Laplace correction was computed from DEFLEC99 derived deflections. AE7350 AE7350.The geoid height was determined by GEOID03. AE7350 AE7350; North East Units Scale Factor Converg. AE7350;SPC NC - 240,486.153 633,962.885 MT 0.99993999 +0 09 20.9 AE7350;SPC NC - 788,994.99 2,079,926.57 sFT 0.99993999 +0 09 20.9 AE7350;UTM 17 - 3,977,184.673 704,812.943 MT 1.00011692 +1 19 55.4 AE7350 AE7350! - Elev Factor x Scale Factor = Combined Factor AE7350!SPC NC - 0.99997995 x 0.99993999 = 0.99991994 AE7350!UTM 17 - 0.99997995 x 1.00011692 = 1.00009687 AE7350 AE7350 SUPERSEDED SURVEY CONTROL AE7350 AE7350 NGVD 29 (03/10/98) 160.2 (m) 526. (f) VERT ANG AE7350 AE7350.Superseded values are not recommended for survey control. AE7350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7350.See file dsdata.txt to determine how the superseded data were derived. AE7350 AE7350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0481377185(NAD 83) AE7350_MARKER: DH = HORIZONTAL CONTROL DISK AE7350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7350_STAMPING: NORLEE 1986 AE7350_MARK LOGO: NCGS AE7350_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7350+STABILITY: SURFACE MOTION AE7350 AE7350 HISTORY - Date Condition Report By AE7350 HISTORY - 1986 MONUMENTED NCGS AE7350 AE7350 STATION DESCRIPTION AE7350 AE7350'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7350'STATION IS LOCATED ABOUT 17.4 KM (10.80 MI) NORTH-NORTHWEST OF CAPITOL AE7350'SQUARE (IN RALEIGH), IN LEESVILLE COMMUNITY. ALONG SR 1829 (LEESVILLE AE7350'ROAD) FOR 1.3 KM (0.80 MI) NORTH FROM THE T-JUNCTION OF LEESVILLE AND AE7350'STRICKLAND ROADS, AT SR 1844 (NORWOOD ROAD), IN THE NORTH QUADRANT OF AE7350'THE Y-JUNCTION. MARK IS FLUSH WITH GROUND AND LEVEL WITH ROAD. LOCATED AE7350'12.2 M (40.0 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE ROAD, 12.2 M AE7350'(40.0 FT) WEST-NORTHWEST OF THE CENTERLINE OF SR 1834, 10.7 M (35.1 AE7350'FT) NORTH-NORTHEAST OF THE NORTHWEST END OF A CULVERT UNDER SR 1834, AE7350'4.2 M (13.8 FT) EAST-NORTHEAST OF A TELEPHONE PEDESTAL, 6.2 M (20.3 AE7350'FT) NORTH OF A GAS LINE MARKER POST, AND 42.0 M (137.8 FT) AE7350'SOUTH-SOUTHWEST OF A TELEPHONE PEDESTAL WITH A POLE WITH A REFERENCE AE7350'TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1005 *********************************************************************** EZ1005 DESIGNATION - NORRIS EZ1005 PID - EZ1005 EZ1005 STATE/COUNTY- NC/WAKE EZ1005 USGS QUAD - LAKE WHEELER (1993) EZ1005 EZ1005 *CURRENT SURVEY CONTROL EZ1005 ___________________________________________________________________ EZ1005* NAD 83(1986)- 35 43 20.97370(N) 078 38 43.21108(W) ADJUSTED EZ1005* NAVD 88 - 104.690 (meters) 343.47 (feet) ADJUSTED EZ1005 ___________________________________________________________________ EZ1005 LAPLACE CORR- -7.24 (seconds) DEFLEC99 EZ1005 GEOID HEIGHT- -33.01 (meters) GEOID03 EZ1005 DYNAMIC HT - 104.598 (meters) 343.17 (feet) COMP EZ1005 MODELED GRAV- 979,756.6 (mgal) NAVD 88 EZ1005 EZ1005 HORZ ORDER - SECOND EZ1005 VERT ORDER - SECOND CLASS 0 EZ1005 EZ1005.The North Carolina HARNS have been completed but, EZ1005.due to contractual restrictions, coordinates for these stations EZ1005.will NOT be published in the near future. In the interim, the EZ1005.published coordinates in North Carolina will not be EZ1005.consistent with the Continuously Operating Reference Stations EZ1005.(CORS). The HARN coordinates for these stations are available EZ1005.upon request. Contact Gary Thompson(919-733-3836). EZ1005. EZ1005.In addition, the published North Carolina positions EZ1005.(NAD 83 (1986)) are NOT consistent with those determined in EZ1005.adjacent state readjustments. The discontinuity between stations EZ1005.located in North Carolina and those in adjacent states EZ1005.which have been adjusted to the HARN may be as much as 5 EZ1005.decimeters. This will result in a significant loss of accuracy EZ1005.over lines crossing such state borders. EZ1005 EZ1005 EZ1005.The horizontal coordinates were established by classical geodetic methods EZ1005.and adjusted by the National Geodetic Survey in July 1986. EZ1005 EZ1005.The orthometric height was determined by differential leveling EZ1005.and adjusted by the National Geodetic Survey in June 1991. EZ1005 EZ1005.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1005 EZ1005.The geoid height was determined by GEOID03. EZ1005 EZ1005.The dynamic height is computed by dividing the NAVD 88 EZ1005.geopotential number by the normal gravity value computed on the EZ1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1005.degrees latitude (g = 980.6199 gals.). EZ1005 EZ1005.The modeled gravity was interpolated from observed gravity values. EZ1005 EZ1005; North East Units Scale Factor Converg. EZ1005;SPC NC - 218,868.965 641,687.578 MT 0.99990625 +0 12 16.9 EZ1005;SPC NC - 718,072.60 2,105,270.00 sFT 0.99990625 +0 12 16.9 EZ1005;UTM 17 - 3,955,725.590 712,980.487 MT 1.00015899 +1 22 31.1 EZ1005 EZ1005! - Elev Factor x Scale Factor = Combined Factor EZ1005!SPC NC - 0.99998875 x 0.99990625 = 0.99989500 EZ1005!UTM 17 - 0.99998875 x 1.00015899 = 1.00014774 EZ1005 EZ1005: Primary Azimuth Mark Grid Az EZ1005:SPC NC - CARL 311 52 40.5 EZ1005:UTM 17 - CARL 310 42 26.3 EZ1005 EZ1005|---------------------------------------------------------------------| EZ1005| PID Reference Object Distance Geod. Az | EZ1005| dddmmss.s | EZ1005| EZ1004 CARL APPROX. 0.6 KM 3120457.4 | EZ1005|---------------------------------------------------------------------| EZ1005 EZ1005 SUPERSEDED SURVEY CONTROL EZ1005 EZ1005 NAD 27 - 35 43 20.42250(N) 078 38 44.19545(W) AD( ) 2 EZ1005 NGVD 29 (??/??/92) 104.956 (m) 344.34 (f) ADJ UNCH 2 0 EZ1005 EZ1005.Superseded values are not recommended for survey control. EZ1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1005.See file dsdata.txt to determine how the superseded data were derived. EZ1005 EZ1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1298055726(NAD 83) EZ1005_MARKER: DE = TRAVERSE STATION DISK EZ1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1005_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1005_STAMPING: NORRIS 1965 EZ1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1005+STABILITY: SURFACE MOTION EZ1005 EZ1005 HISTORY - Date Condition Report By EZ1005 HISTORY - 1965 MONUMENTED NCGS EZ1005 HISTORY - 1973 GOOD NCGS EZ1005 HISTORY - 1973 GOOD NCGS EZ1005 EZ1005 STATION DESCRIPTION EZ1005 EZ1005'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ1005'NORRIS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1005'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ1005' EZ1005'NORRIS IS 4.05 MILES S OF RALEIGH. LOCATED 0.5 MILES S OF EZ1005'U.S. 70 AND 401 INTERSECTION ALONG U.S. 70. 0.25 MILES S OF EZ1005'SR 2538. 0.25 MILES N OF SR 1388. IN THE ISLAND IN FRONT OF EZ1005'NORRIS CROWN SERVICE STATION AND S OF U.S. 70. EZ1005' EZ1005'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1005'NORRIS 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1005'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ1005' EZ1005'MARK IS EZ1005' EZ1005'38.6 FT S OF C/L OF E BOUND LANE EZ1005' EZ1005'22.7 FT S OF YELLOW ARROW PAINTED ON E BOUND LANE EZ1005' EZ1005'55.2 FT W OF C/L OF DRAIN COVER EZ1005' EZ1005'87.8 FT NE OF LAMP POST AND TELEPHONE BOOTH EZ1005' EZ1005'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ1005 EZ1005 STATION RECOVERY (1973) EZ1005 EZ1005'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1005'2.5 MI WNW FROM GARNER. EZ1005'NORRIS IS LOCATED APPROXIMATELY 4.0 MILES SOUTH OF CAPITOL SQUARE EZ1005'IN RALEIGH. TO REACH STATION FROM THE INTERSECTION OF SOUTH BOUND EZ1005'LANES OF U.S. 401-U.S. 70 AND NC 50 (JUST SW OF TRYON HILLS EZ1005'SHOPPING CENTER), PROCEED EASTERLY ALONG U.S. 70 AND NC 50 FOR EZ1005'0.50 MILES TO STATION ON THE RIGHT, NEAR THE CENTER OF ISLAND IN EZ1005'FRONT OF NORRIS STAR SERVICE STATION 0.15 MILES NW OF THE FIRST EZ1005'CHURCH OF THE NAZARENE, 38.6 FT S OF C/L OF E BOUND LANE, 55.2 EZ1005'FT W OF CENTER OF DRAIN COVER, 87.8 FT NE OF METAL LAMP POST AT EZ1005'PHONE BOOTH, 16.2 FT SW OF NE CURB OF ISLAND, AND 24.7 FT NE OF EZ1005'SW CURB OF ISLAND. DISK IS SET IN CONCRETE CYLINDER 1 INCH BELOW EZ1005'THE SURFACE OF THE GROUND. EZ1005 EZ1005 STATION RECOVERY (1973) EZ1005 EZ1005'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1005'LOCATED APPROXIMATELY 4.0 MILES SOUTH OF CAPITOL SQUARE IN RALEIGH. TO EZ1005'REACH STATION FROM THE INTERSECTION OF SOUTH BOUND LANES OF US 401-US EZ1005'70 AND NC 50 (JUST SW OF TRYON HILLS SHOPPING CENTER), PROCEED EZ1005'EASTERLY ALONG US 70 AND NC 50 FOR 0.50 MILES TO STATION ON THE RIGHT, EZ1005'NEAR THE CENTER OF ISLAND IN FRONT OF NORRIS STAR SERVICE STATION 0.15 EZ1005'MILES NW OF THE FIRST CHURCH OF THE NAZARENE. 38.6 FT. S OF C/L OF E EZ1005'BOUND LANE, 55.2 FT. W OF CENTER OF DRAIN COVER, 87.8 FT. NE OF METAL EZ1005'LAMP POST AT PHONE BOOTH, 16.2 FT. SW OF NE CURB OF ISLAND, AND 24.7 EZ1005'FT. NE OF SW CURB OF ISLAND. DISK IS SET IN CONCRETE CYLINDER 1 INCH EZ1005'BELOW THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0922 *********************************************************************** EZ0922 DESIGNATION - NORTH EZ0922 PID - EZ0922 EZ0922 STATE/COUNTY- NC/WAKE EZ0922 USGS QUAD - RALEIGH WEST (1988) EZ0922 EZ0922 *CURRENT SURVEY CONTROL EZ0922 ___________________________________________________________________ EZ0922* NAD 83(1986)- 35 50 07.91784(N) 078 38 46.49679(W) ADJUSTED EZ0922* NAVD 88 - 107.627 (meters) 353.11 (feet) ADJUSTED EZ0922 ___________________________________________________________________ EZ0922 LAPLACE CORR- -7.11 (seconds) DEFLEC99 EZ0922 GEOID HEIGHT- -32.74 (meters) GEOID03 EZ0922 DYNAMIC HT - 107.536 (meters) 352.81 (feet) COMP EZ0922 MODELED GRAV- 979,783.8 (mgal) NAVD 88 EZ0922 EZ0922 HORZ ORDER - SECOND EZ0922 VERT ORDER - SECOND CLASS 0 EZ0922 EZ0922.The North Carolina HARNS have been completed but, EZ0922.due to contractual restrictions, coordinates for these stations EZ0922.will NOT be published in the near future. In the interim, the EZ0922.published coordinates in North Carolina will not be EZ0922.consistent with the Continuously Operating Reference Stations EZ0922.(CORS). The HARN coordinates for these stations are available EZ0922.upon request. Contact Gary Thompson(919-733-3836). EZ0922. EZ0922.In addition, the published North Carolina positions EZ0922.(NAD 83 (1986)) are NOT consistent with those determined in EZ0922.adjacent state readjustments. The discontinuity between stations EZ0922.located in North Carolina and those in adjacent states EZ0922.which have been adjusted to the HARN may be as much as 5 EZ0922.decimeters. This will result in a significant loss of accuracy EZ0922.over lines crossing such state borders. EZ0922 EZ0922 EZ0922.The horizontal coordinates were established by classical geodetic methods EZ0922.and adjusted by the National Geodetic Survey in July 1986. EZ0922 EZ0922.The orthometric height was determined by differential leveling EZ0922.and adjusted by the National Geodetic Survey in June 1991. EZ0922 EZ0922.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0922 EZ0922.The geoid height was determined by GEOID03. EZ0922 EZ0922.The dynamic height is computed by dividing the NAVD 88 EZ0922.geopotential number by the normal gravity value computed on the EZ0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0922.degrees latitude (g = 980.6199 gals.). EZ0922 EZ0922.The modeled gravity was interpolated from observed gravity values. EZ0922 EZ0922; North East Units Scale Factor Converg. EZ0922;SPC NC - 231,409.872 641,560.316 MT 0.99992439 +0 12 15.0 EZ0922;SPC NC - 759,217.22 2,104,852.47 sFT 0.99992439 +0 12 15.0 EZ0922;UTM 17 - 3,968,264.313 712,596.541 MT 1.00015697 +1 22 42.8 EZ0922 EZ0922! - Elev Factor x Scale Factor = Combined Factor EZ0922!SPC NC - 0.99998825 x 0.99992439 = 0.99991264 EZ0922!UTM 17 - 0.99998825 x 1.00015697 = 1.00014521 EZ0922 EZ0922 SUPERSEDED SURVEY CONTROL EZ0922 EZ0922 NAD 27 - 35 50 07.37883(N) 078 38 47.48286(W) AD( ) 2 EZ0922 NGVD 29 (??/??/92) 107.905 (m) 354.02 (f) ADJ UNCH 2 0 EZ0922 EZ0922.Superseded values are not recommended for survey control. EZ0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0922.See file dsdata.txt to determine how the superseded data were derived. EZ0922 EZ0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1259768264(NAD 83) EZ0922_MARKER: DE = TRAVERSE STATION DISK EZ0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0922_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EZ0922_STAMPING: NORTH 1965 EZ0922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ0922 EZ0922 HISTORY - Date Condition Report By EZ0922 HISTORY - 1965 MONUMENTED NCGS EZ0922 HISTORY - 1972 GOOD NCGS EZ0922 HISTORY - 1976 MARK NOT FOUND LOCENG EZ0922 HISTORY - 1977 SEE DESCRIPTION LOCSUR EZ0922 HISTORY - 1981 MARK NOT FOUND LOCSUR EZ0922 HISTORY - 19870801 MARK NOT FOUND NCGS EZ0922 HISTORY - 20040521 MARK NOT FOUND USPSQD EZ0922 EZ0922 STATION DESCRIPTION EZ0922 EZ0922'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ0922'NORTH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ0922'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ0922' EZ0922'NORTH IS 3.7 MILES N OF RALEIGH. LOCATED 1.4 MILES E ALONG EZ0922'U.S. 1 BYPASS FROM BRIDGE OVER U.S. 70. 0.9 MILES E OF EZ0922'BRIDGE OVER CRABTREE CREEK. 0.4 MILES W ALONG U.S. 1 BYPASS EZ0922'FROM BRIDGE ON SIX FORKS RD. (SR 1005) UNDER THE BRIDGE OVER EZ0922'LASSITER MILL RD. (SR 1808). IN THE MEDIAN. EZ0922' EZ0922'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0922'NORTH 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ0922'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ0922' EZ0922'MARK IS EZ0922' EZ0922'19.3 FT S OF C/L OF W BOUND LANE EZ0922' EZ0922'42.0 FT N OF C/L OF E BOUND LANE EZ0922' EZ0922'7.3 FT S OF YELLOW ARROW PAINTED ON W BOUND LANE EZ0922' EZ0922'30.0 FT N OF YELLOW ARROW PAINTED ON E BOUND LANE EZ0922' EZ0922'24.7 FT SW OF YELLOW ARROW PAINTED ON BRIDGE PILLAR EZ0922' EZ0922'73.3 FT SW OF C/L OF DRAIN COVER EZ0922' EZ0922'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ0922 EZ0922 STATION RECOVERY (1972) EZ0922 EZ0922'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0922'3.9 MI N FROM RALEIGH. EZ0922'PROCEED WEST ALONG THE BYPASS FOR 1.65 MILES TO STATION IN MEDIAN EZ0922'AT THE LASSITER MILL ROAD OVERPASS, APPROXIMATELY 0.2 MILES SW EZ0922'OF THE NORTH HILLS MALL, 19.3 FT S OF C/L OF W BOUND LANE, 42.0 EZ0922'FT N OF C/L OF E BOUND LANE, 24.2 FT NW OF NW CORNER OF EZ0922'WESTERNMOST PILLOW UNDER CENTER OF BRIDGE, AND 73.3 FT WNW OF EZ0922'CENTER OF CONCRETE DRAINAGE COVER. DISK IS SET 1 INCH BELOW THE EZ0922'SURFACE OF THE GROUND. EZ0922 EZ0922 STATION RECOVERY (1976) EZ0922 EZ0922'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976 EZ0922'DESTROYED. EZ0922 EZ0922 STATION RECOVERY (1977) EZ0922 EZ0922'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977 (PD) EZ0922'THE STATION WAS FOUND WITH ONLY THE STEM INTACT. EZ0922 EZ0922 STATION RECOVERY (1981) EZ0922 EZ0922'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (JH) EZ0922'THE STATION WAS SEARCHED FOR BUT NOT FOUND, PROBABLY DESTROYED. EZ0922 EZ0922 STATION RECOVERY (1987) EZ0922 EZ0922'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ0922'STATION WAS FOUND WITH DISK GONE AND IS CONSIDERED TO BE DESTROYED. EZ0922 EZ0922 STATION RECOVERY (2004) EZ0922 EZ0922'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ0922'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0920 *********************************************************************** EZ0920 DESIGNATION - NORTH HILL EZ0920 PID - EZ0920 EZ0920 STATE/COUNTY- NC/WAKE EZ0920 USGS QUAD - RALEIGH WEST (1988) EZ0920 EZ0920 *CURRENT SURVEY CONTROL EZ0920 ___________________________________________________________________ EZ0920* NAD 83(1986)- 35 50 00.18913(N) 078 37 53.93749(W) ADJUSTED EZ0920* NAVD 88 - 87.659 (meters) 287.59 (feet) ADJUSTED EZ0920 ___________________________________________________________________ EZ0920 LAPLACE CORR- -7.27 (seconds) DEFLEC99 EZ0920 GEOID HEIGHT- -32.81 (meters) GEOID03 EZ0920 DYNAMIC HT - 87.585 (meters) 287.35 (feet) COMP EZ0920 MODELED GRAV- 979,780.1 (mgal) NAVD 88 EZ0920 EZ0920 HORZ ORDER - SECOND EZ0920 VERT ORDER - SECOND CLASS 0 EZ0920 EZ0920.The North Carolina HARNS have been completed but, EZ0920.due to contractual restrictions, coordinates for these stations EZ0920.will NOT be published in the near future. In the interim, the EZ0920.published coordinates in North Carolina will not be EZ0920.consistent with the Continuously Operating Reference Stations EZ0920.(CORS). The HARN coordinates for these stations are available EZ0920.upon request. Contact Gary Thompson(919-733-3836). EZ0920. EZ0920.In addition, the published North Carolina positions EZ0920.(NAD 83 (1986)) are NOT consistent with those determined in EZ0920.adjacent state readjustments. The discontinuity between stations EZ0920.located in North Carolina and those in adjacent states EZ0920.which have been adjusted to the HARN may be as much as 5 EZ0920.decimeters. This will result in a significant loss of accuracy EZ0920.over lines crossing such state borders. EZ0920 EZ0920 EZ0920.The horizontal coordinates were established by classical geodetic methods EZ0920.and adjusted by the National Geodetic Survey in July 1986. EZ0920 EZ0920.The orthometric height was determined by differential leveling EZ0920.and adjusted by the National Geodetic Survey in June 1991. EZ0920 EZ0920.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0920 EZ0920.The geoid height was determined by GEOID03. EZ0920 EZ0920.The dynamic height is computed by dividing the NAVD 88 EZ0920.geopotential number by the normal gravity value computed on the EZ0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0920.degrees latitude (g = 980.6199 gals.). EZ0920 EZ0920.The modeled gravity was interpolated from observed gravity values. EZ0920 EZ0920; North East Units Scale Factor Converg. EZ0920;SPC NC - 231,176.482 642,880.191 MT 0.99992401 +0 12 45.4 EZ0920;SPC NC - 758,451.51 2,109,182.76 sFT 0.99992401 +0 12 45.4 EZ0920;UTM 17 - 3,968,057.975 713,921.236 MT 1.00016393 +1 23 13.3 EZ0920 EZ0920! - Elev Factor x Scale Factor = Combined Factor EZ0920!SPC NC - 0.99999139 x 0.99992401 = 0.99991540 EZ0920!UTM 17 - 0.99999139 x 1.00016393 = 1.00015532 EZ0920 EZ0920 SUPERSEDED SURVEY CONTROL EZ0920 EZ0920 NAD 27 - 35 49 59.65031(N) 078 37 54.92508(W) AD( ) 2 EZ0920 NGVD 29 (??/??/92) 87.939 (m) 288.51 (f) ADJ UNCH 2 0 EZ0920 EZ0920.Superseded values are not recommended for survey control. EZ0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0920.See file dsdata.txt to determine how the superseded data were derived. EZ0920 EZ0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1392168058(NAD 83) EZ0920_MARKER: DE = TRAVERSE STATION DISK EZ0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0920_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0920_STAMPING: NORTH HILL 1972 EZ0920_MAGNETIC: N = NO MAGNETIC MATERIAL EZ0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0920+STABILITY: SURFACE MOTION EZ0920 EZ0920 HISTORY - Date Condition Report By EZ0920 HISTORY - 1965 MONUMENTED NCGS EZ0920 HISTORY - 1972 GOOD NCGS EZ0920 HISTORY - 1972 GOOD NCGS EZ0920 HISTORY - 1981 MARK NOT FOUND LOCSUR EZ0920 HISTORY - 1984 MARK NOT FOUND NCGS EZ0920 HISTORY - 1984 MARK NOT FOUND NCGS EZ0920 HISTORY - 19870501 MARK NOT FOUND NCGS EZ0920 HISTORY - 20040521 MARK NOT FOUND USPSQD EZ0920 EZ0920 STATION DESCRIPTION EZ0920 EZ0920'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ0920'NORTH HILL IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ0920'ESTABLISHED IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ0920' EZ0920'NORTH HILL IS 3.7 MILES N OF RALEIGH. LOCATED 0.9 MILES EZ0920'NW ALONG U.S. 1 BYPASS FROM BRIDGE OVER WAKE FOREST EZ0920'RD. (OLD U.S. 1). 0.4 MILES E OF BRIDGE OVER BELTLINE ON EZ0920'SIX FORKS RD. (SR 1005). AND ON THE N SIDE OF U.S. 1 BYPASS EZ0920'ON THE SHOULDER. EZ0920' EZ0920'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0920'NORTH HILL 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE EZ0920'TOP OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ0920' EZ0920'MARK IS EZ0920' EZ0920'20.8 FT N OF C/L OF W BOUND LANE EZ0920' EZ0920'8.8 FT N OF YELLOW ARROW ON W BOUND LANE EZ0920' EZ0920'2.9 FT S OF GUARD RAIL EZ0920' EZ0920'20.4 FT SE OF SIX FORKS RD. SIGN S POLE EZ0920' EZ0920'10.5 FT ON GUARD POST E OF SIGN SIX FORKS EZ0920' EZ0920'4.4 FT SW OF 2ND POST E OF SIGN EZ0920' EZ0920'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ0920 EZ0920 STATION RECOVERY (1972) EZ0920 EZ0920'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ0920'GOOD. EZ0920 EZ0920 STATION RECOVERY (1972) EZ0920 EZ0920'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0920'3.7 MI N FROM RALEIGH. EZ0920'TO REACH STATION FROM THE U.S. 1 - U.S. 64 BYPASS (BELTLINE) EZ0920'BRIDGE OVER WAKE FOREST ROAD (OLD U.S. 1) IN NORTH RALEIGH, EZ0920'PROCEED WEST ALONG THE BYPASS FOR 0.85 MILES TO STATION ON RIGHT EZ0920'IN THE NORTH SHOULDER OF THE WEST BOUND LANE, 0.4 MILES EAST OF EZ0920'SIX FORKS ROAD OVERPASS. DISK IS SET IN CONCRETE CYLINDER 1 INCH EZ0920'BELOW THE SURFACE OF THE GROUND. EZ0920 EZ0920 STATION RECOVERY (1981) EZ0920 EZ0920'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (JH) EZ0920'THE STATION WAS SEARCHED FOR BUT NOT FOUND, PROBABLY DESTROYED. EZ0920 EZ0920 STATION RECOVERY (1984) EZ0920 EZ0920'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ0920'THE STATION NOT RECOVERED AT THIS DATE. EZ0920'STATION WAS SEARCHED FOR BUT NOT FOUND. THE REFERENCE FROM SIGN AND EZ0920'CENTERLINE FAILED AFTER MUCH DIGGING TO REVEAL STATION. EZ0920' EZ0920'NCGS EZ0920 EZ0920 STATION RECOVERY (1984) EZ0920 EZ0920'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ0920'THE STATION NOT RECOVERED AT THIS DATE. EZ0920 EZ0920 STATION RECOVERY (1987) EZ0920 EZ0920'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ0920'STATION WAS RECOVERED WITH ONLY BOTTOM PORTION OF MONUMENT REMAINING EZ0920'AND IS CONSIDERED TO BE DESTROYED. EZ0920 EZ0920 STATION RECOVERY (2004) EZ0920 EZ0920'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ0920'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6586 *********************************************************************** EZ6586 DESIGNATION - NORTHCLIFF EZ6586 PID - EZ6586 EZ6586 STATE/COUNTY- NC/WAKE EZ6586 USGS QUAD - RALEIGH WEST (1988) EZ6586 EZ6586 *CURRENT SURVEY CONTROL EZ6586 ___________________________________________________________________ EZ6586* NAD 83(1986)- 35 51 40.34897(N) 078 38 16.91027(W) ADJUSTED EZ6586* NAVD 88 - 132.349 (meters) 434.21 (feet) ADJUSTED EZ6586 ___________________________________________________________________ EZ6586 LAPLACE CORR- -7.11 (seconds) DEFLEC99 EZ6586 GEOID HEIGHT- -32.71 (meters) GEOID03 EZ6586 DYNAMIC HT - 132.237 (meters) 433.85 (feet) COMP EZ6586 MODELED GRAV- 979,782.3 (mgal) NAVD 88 EZ6586 EZ6586 HORZ ORDER - SECOND EZ6586 VERT ORDER - SECOND CLASS II EZ6586 EZ6586.The North Carolina HARNS have been completed but, EZ6586.due to contractual restrictions, coordinates for these stations EZ6586.will NOT be published in the near future. In the interim, the EZ6586.published coordinates in North Carolina will not be EZ6586.consistent with the Continuously Operating Reference Stations EZ6586.(CORS). The HARN coordinates for these stations are available EZ6586.upon request. Contact Gary Thompson(919-733-3836). EZ6586. EZ6586.In addition, the published North Carolina positions EZ6586.(NAD 83 (1986)) are NOT consistent with those determined in EZ6586.adjacent state readjustments. The discontinuity between stations EZ6586.located in North Carolina and those in adjacent states EZ6586.which have been adjusted to the HARN may be as much as 5 EZ6586.decimeters. This will result in a significant loss of accuracy EZ6586.over lines crossing such state borders. EZ6586 EZ6586 EZ6586.The horizontal coordinates were established by classical geodetic methods EZ6586.and adjusted by the National Geodetic Survey in December 1992. EZ6586 EZ6586.The orthometric height was determined by differential leveling EZ6586.and adjusted by the National Geodetic Survey in September 1998. EZ6586 EZ6586.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6586 EZ6586.The geoid height was determined by GEOID03. EZ6586 EZ6586.The dynamic height is computed by dividing the NAVD 88 EZ6586.geopotential number by the normal gravity value computed on the EZ6586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6586.degrees latitude (g = 980.6199 gals.). EZ6586 EZ6586.The modeled gravity was interpolated from observed gravity values. EZ6586 EZ6586; North East Units Scale Factor Converg. EZ6586;SPC NC - 234,261.156 642,292.412 MT 0.99992905 +0 12 32.1 EZ6586;SPC NC - 768,571.81 2,107,254.36 sFT 0.99992905 +0 12 32.1 EZ6586;UTM 17 - 3,971,130.673 713,270.179 MT 1.00016050 +1 23 03.2 EZ6586 EZ6586! - Elev Factor x Scale Factor = Combined Factor EZ6586!SPC NC - 0.99998436 x 0.99992905 = 0.99991341 EZ6586!UTM 17 - 0.99998436 x 1.00016050 = 1.00014486 EZ6586 EZ6586 SUPERSEDED SURVEY CONTROL EZ6586 EZ6586 NGVD 29 (12/28/92) 132.63 (m) 435.1 (f) LEVELING 3 EZ6586 EZ6586.Superseded values are not recommended for survey control. EZ6586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6586.See file dsdata.txt to determine how the superseded data were derived. EZ6586 EZ6586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1327071131(NAD 83) EZ6586_MARKER: DH = HORIZONTAL CONTROL DISK EZ6586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6586_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6586_STAMPING: NORTHCLIFF 1985 EZ6586_MARK LOGO: NCGS EZ6586_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6586+STABILITY: SURFACE MOTION EZ6586 EZ6586 HISTORY - Date Condition Report By EZ6586 HISTORY - 1985 MONUMENTED NCGS EZ6586 HISTORY - 19870101 GOOD NCGS EZ6586 EZ6586 STATION DESCRIPTION EZ6586 EZ6586'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ6586'THE STATION IS LOCATED IN NORTH RALEIGH. EZ6586' EZ6586'ALONG SIX FORKS ROAD, 3.2 KM (2.0 MI) NORTH FROM THE OVERPASS EZ6586'BRIDGE OF THE BELTLINE, AT THE INTERSECTION WITH SANDY FORKS ROAD EZ6586'AND NORTHCLIFT DRIVE, IN THE SOUTHEAST QUADRANT OF THE CROSSROADS. EZ6586' EZ6586'THE STATION IS A STANDARD NCGS DISK STAMPED---NORTHCLIFT 1985---, EZ6586'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6586'25 CM IN DIAMETER RECESSED 2 CM BELOW GROUND. LOCATED EZ6586'2.6 METERS (8.7 FT) EAST OF THE STREET CURB, EZ6586'23.9 METERS (78.5 FT) SOUTH OF THE CENTERLINE OF SANDY FORKS ROAD, EZ6586'16.7 METERS (54.8 FT) SOUTHWEST OF THE SOUTH END OF A CULVERT, EZ6586'16.8 METERS (55.3 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A TRAFFIC EZ6586'SIGNAL CONTROL BOX--AND EZ6586'6.5 METERS (21.3 FT) NORTH OF A POWER POLE (BAC) WITH A DUSK-DAWN EZ6586'LIGHT, AND EZ6586'6.7 METERS (22.0 FT) NORTHWEST OF AN 8-INCH HICKORY--BOTH WITH EZ6586'REFERENCE TAGS. EZ6586' EZ6586'MARK IS LEVEL WITH THE STREET. EZ6586 EZ6586 STATION RECOVERY (1987) EZ6586 EZ6586'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ6586'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6587 *********************************************************************** EZ6587 DESIGNATION - NORTHWOOD EZ6587 PID - EZ6587 EZ6587 STATE/COUNTY- NC/WAKE EZ6587 USGS QUAD - RALEIGH WEST (1988) EZ6587 EZ6587 *CURRENT SURVEY CONTROL EZ6587 ___________________________________________________________________ EZ6587* NAD 83(1986)- 35 50 50.57193(N) 078 38 39.96225(W) ADJUSTED EZ6587* NAVD 88 - 131.977 (meters) 432.99 (feet) ADJUSTED EZ6587 ___________________________________________________________________ EZ6587 LAPLACE CORR- -7.09 (seconds) DEFLEC99 EZ6587 GEOID HEIGHT- -32.72 (meters) GEOID03 EZ6587 DYNAMIC HT - 131.866 (meters) 432.63 (feet) COMP EZ6587 MODELED GRAV- 979,783.6 (mgal) NAVD 88 EZ6587 EZ6587 HORZ ORDER - SECOND EZ6587 VERT ORDER - SECOND CLASS II EZ6587 EZ6587.The North Carolina HARNS have been completed but, EZ6587.due to contractual restrictions, coordinates for these stations EZ6587.will NOT be published in the near future. In the interim, the EZ6587.published coordinates in North Carolina will not be EZ6587.consistent with the Continuously Operating Reference Stations EZ6587.(CORS). The HARN coordinates for these stations are available EZ6587.upon request. Contact Gary Thompson(919-733-3836). EZ6587. EZ6587.In addition, the published North Carolina positions EZ6587.(NAD 83 (1986)) are NOT consistent with those determined in EZ6587.adjacent state readjustments. The discontinuity between stations EZ6587.located in North Carolina and those in adjacent states EZ6587.which have been adjusted to the HARN may be as much as 5 EZ6587.decimeters. This will result in a significant loss of accuracy EZ6587.over lines crossing such state borders. EZ6587 EZ6587 EZ6587.The horizontal coordinates were established by classical geodetic methods EZ6587.and adjusted by the National Geodetic Survey in December 1992. EZ6587 EZ6587.The orthometric height was determined by differential leveling EZ6587.and adjusted by the National Geodetic Survey in September 1998. EZ6587 EZ6587.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6587 EZ6587.The geoid height was determined by GEOID03. EZ6587 EZ6587.The dynamic height is computed by dividing the NAVD 88 EZ6587.geopotential number by the normal gravity value computed on the EZ6587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6587.degrees latitude (g = 980.6199 gals.). EZ6587 EZ6587.The modeled gravity was interpolated from observed gravity values. EZ6587 EZ6587; North East Units Scale Factor Converg. EZ6587;SPC NC - 232,724.999 641,719.594 MT 0.99992651 +0 12 18.8 EZ6587;SPC NC - 763,531.93 2,105,375.03 sFT 0.99992651 +0 12 18.8 EZ6587;UTM 17 - 3,969,582.734 712,728.858 MT 1.00015766 +1 22 48.0 EZ6587 EZ6587! - Elev Factor x Scale Factor = Combined Factor EZ6587!SPC NC - 0.99998442 x 0.99992651 = 0.99991093 EZ6587!UTM 17 - 0.99998442 x 1.00015766 = 1.00014208 EZ6587 EZ6587 SUPERSEDED SURVEY CONTROL EZ6587 EZ6587 NGVD 29 (12/28/92) 132.26 (m) 433.9 (f) LEVELING 3 EZ6587 EZ6587.Superseded values are not recommended for survey control. EZ6587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6587.See file dsdata.txt to determine how the superseded data were derived. EZ6587 EZ6587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1272969583(NAD 83) EZ6587_MARKER: DH = HORIZONTAL CONTROL DISK EZ6587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6587_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6587_STAMPING: NORTHWOOD 1985 EZ6587_MARK LOGO: NCGS EZ6587_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6587+STABILITY: SURFACE MOTION EZ6587 EZ6587 HISTORY - Date Condition Report By EZ6587 HISTORY - 1985 MONUMENTED NCGS EZ6587 HISTORY - 19870101 GOOD NCGS EZ6587 HISTORY - 20041231 MARK NOT FOUND GEOCAC EZ6587 EZ6587 STATION DESCRIPTION EZ6587 EZ6587'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ6587'THE STATION IS LOCATED IN NORTH RALEIGH. EZ6587' EZ6587'ALONG SIX FORKS ROAD, 1.5 KM (0.95 MI) NORTH FROM THE OVERPASS EZ6587'BRIDGE OF THE BELTLINE, AT THE T-INTERSECTION WITH NORTHWOOD DRIVE EZ6587'(AND ON THE PROLONGATION OF THE CENTERLINE), AT THE EXIT DRIVE OF EZ6587'TRINITY BAPTIST CHURCH. EZ6587' EZ6587'THE STATION IS A STANDARD NCGS DISK STAMPED---NORTHWOOD 1985---, EZ6587'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6587'25 CM IN DIAMETER RECESSED 2 CM BELOW GROUND. LOCATED EZ6587'3.4 METERS (11.2 FT) WEST OF THE STREET CURB, EZ6587'1.4 METERS (4.7 FT) NORTH OF THE NORTH CURB OF THE CHURCH EXIT, EZ6587'0.4 METERS (1.3 FT) WEST OF THE WEST EDGE OF THE SIDEWALK, EZ6587'19.7 METERS (64.6 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A EZ6587'CHURCH CLASSROOM (HOUSE NUMBER 4901)--AND EZ6587'3.0 METERS (9.8 FT) SOUTH-SOUTHEAST OF A POWER POLE, AND EZ6587'3.2 METERS (10.6 FT) WEST-SOUTHWEST OF AN AUXILARY POLE WITH A EZ6587'DUSK-DAWN LIGHT--BOTH WITH REFERENCE TAGS AND EZ6587'45.4 METERS (149.1 FT) NORTH OF NORTHEAST CORNER OF CHURCH SIGN. EZ6587' EZ6587'MARK IS LEVEL WITH THE ROAD. EZ6587 EZ6587 STATION RECOVERY (1987) EZ6587 EZ6587'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ6587'RECOVERED AS DESCRIBED. EZ6587 EZ6587 STATION RECOVERY (2004) EZ6587 EZ6587'RECOVERY NOTE BY GEOCACHING 2004 (PFF) EZ6587'HIGHWAY CONSTRUCTION HAS WIDENED SIX FORKS ROAD. REFERENCED HOUSE AND EZ6587'CHURCH SIGN HAVE BEEN REMOVED. POWER POLES APPEAR TO HAVE BEEN EZ6587'RELOCATED AND REPLACED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5218 *********************************************************************** EZ5218 DESIGNATION - NORWOOD EZ5218 PID - EZ5218 EZ5218 STATE/COUNTY- NC/WAKE EZ5218 USGS QUAD - BAYLEAF (1987) EZ5218 EZ5218 *CURRENT SURVEY CONTROL EZ5218 ___________________________________________________________________ EZ5218* NAD 83(1986)- 35 56 36.78944(N) 078 38 35.04208(W) ADJUSTED EZ5218* NAVD 88 - 130.7 (meters) 429. (feet) VERTCON EZ5218 ___________________________________________________________________ EZ5218 LAPLACE CORR- -6.96 (seconds) DEFLEC99 EZ5218 GEOID HEIGHT- -32.47 (meters) GEOID03 EZ5218 EZ5218 HORZ ORDER - SECOND EZ5218 EZ5218.The North Carolina HARNS have been completed but, EZ5218.due to contractual restrictions, coordinates for these stations EZ5218.will NOT be published in the near future. In the interim, the EZ5218.published coordinates in North Carolina will not be EZ5218.consistent with the Continuously Operating Reference Stations EZ5218.(CORS). The HARN coordinates for these stations are available EZ5218.upon request. Contact Gary Thompson(919-733-3836). EZ5218. EZ5218.In addition, the published North Carolina positions EZ5218.(NAD 83 (1986)) are NOT consistent with those determined in EZ5218.adjacent state readjustments. The discontinuity between stations EZ5218.located in North Carolina and those in adjacent states EZ5218.which have been adjusted to the HARN may be as much as 5 EZ5218.decimeters. This will result in a significant loss of accuracy EZ5218.over lines crossing such state borders. EZ5218 EZ5218 EZ5218.The horizontal coordinates were established by classical geodetic methods EZ5218.and adjusted by the National Geodetic Survey in July 1986. EZ5218 EZ5218.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5218 EZ5218.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5218 EZ5218.The geoid height was determined by GEOID03. EZ5218 EZ5218; North East Units Scale Factor Converg. EZ5218;SPC NC - 243,395.597 641,804.683 MT 0.99994536 +0 12 21.6 EZ5218;SPC NC - 798,540.39 2,105,654.20 sFT 0.99994536 +0 12 21.6 EZ5218;UTM 17 - 3,980,255.195 712,594.828 MT 1.00015694 +1 23 02.4 EZ5218 EZ5218! - Elev Factor x Scale Factor = Combined Factor EZ5218!SPC NC - 0.99998458 x 0.99994536 = 0.99992994 EZ5218!UTM 17 - 0.99998458 x 1.00015694 = 1.00014152 EZ5218 EZ5218: Primary Azimuth Mark Grid Az EZ5218:SPC NC - ERRON 203 06 42.6 EZ5218:UTM 17 - ERRON 201 56 01.8 EZ5218 EZ5218|---------------------------------------------------------------------| EZ5218| PID Reference Object Distance Geod. Az | EZ5218| dddmmss.s | EZ5218| EZ5219 HOLLIDAY 248.953 METERS 03535 | EZ5218| EZ5215 ERRON APPROX. 0.7 KM 2031904.2 | EZ5218|---------------------------------------------------------------------| EZ5218 EZ5218 SUPERSEDED SURVEY CONTROL EZ5218 EZ5218 NAD 27 - 35 56 36.26015(N) 078 38 36.03732(W) AD( ) 2 EZ5218 NGVD 29 (07/19/86) 131.0 (m) 430. (f) VERT ANG EZ5218 EZ5218.Superseded values are not recommended for survey control. EZ5218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5218.See file dsdata.txt to determine how the superseded data were derived. EZ5218 EZ5218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1259580255(NAD 83) EZ5218_MARKER: DE = TRAVERSE STATION DISK EZ5218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5218_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5218_STAMPING: NORWOOD 1970 EZ5218_MARK LOGO: NCGS EZ5218_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ5218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5218+STABILITY: SURFACE MOTION EZ5218 EZ5218 HISTORY - Date Condition Report By EZ5218 HISTORY - 1970 MONUMENTED NCGS EZ5218 HISTORY - 1987 GOOD USPSQD EZ5218 HISTORY - 19870501 GOOD NCGS EZ5218 EZ5218 STATION DESCRIPTION EZ5218 EZ5218'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ5218'NORWOOD IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ5218'THE VICINITY OF NORTHWEST WAKE COUNTY. EZ5218' EZ5218'NORWOOD IS LOCATED APPROXIMATELY 0.3 MILE SSW OF BAYLEAF AND 2.9 EZ5218'MILES NORTH OF SIX FORKS. TO REACH STATION PROCEED FROM THE EZ5218'INTERSECTION OF SR 2002 AND SR 1005 IN COMMUNITY OF BAYLEAF, GO EZ5218'SOUTH ON SR 1005 FOR 0.2 MILE TO INTERSECTION OF SR 1005 AND SR EZ5218'1834, AND IN THE SOUTHWEST CORNER OF INTERSECTION. EZ5218' EZ5218'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED NORWOOD EZ5218'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EZ5218'FLUSH WITH THE SURFACE OF THE GROUND. EZ5218' EZ5218'MARK IS-- EZ5218'23.4 FEET W OF C/L OF SR 2002. EZ5218'87.2 FEET SSW OF ALUMINUM REF. TAG ON STOP SIGN POST (C/L OF SR EZ5218'1834). 53.3 FEET WNW OF ALUMINUM REF. TAG ON PP NO. 79. EZ5218'48.9 FEET NNW OF ALUMINUM REF. TAG ON SPEED LIMIT SIGN. EZ5218'105.6 FEET NE OF ALUMINUM REF. TAG ON LAMP POLE. EZ5218'103.2 FEET ENE OF 2 FEET FROM BOTTOM OF 8 INCH CEDAR TREE. EZ5218 EZ5218 STATION RECOVERY (1987) EZ5218 EZ5218'RECOVERY NOTE BY US POWER SQUADRON 1987 (FBB) EZ5218'RECOVERED IN GOOD CONDITION. EZ5218 EZ5218 STATION RECOVERY (1987) EZ5218 EZ5218'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ5218'RECOVERED AS DESCRIBED. DESCRIPTION IS ADEQUATE EXCEPT FOR THE EZ5218'FOLLOWING CORRECTIONS. LOCATED 19.2 FT (5.9 M) SOUTH OF GUY WIRE BASE, EZ5218'6.2 FT (1.9 M) NORTHWEST OF WATER VALVE CAP, AND 8.2 FT (2.5 M) EZ5218'SOUTHEAST OF POWER POLE WITH REFERENCE TAG. DELETE REFERENCES TO STOP EZ5218'SIGN POST AND LAMP POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6446 *********************************************************************** EZ6446 DESIGNATION - NOSWIM AZ MK EZ6446 PID - EZ6446 EZ6446 STATE/COUNTY- NC/WAKE EZ6446 USGS QUAD - RALEIGH WEST (1988) EZ6446 EZ6446 *CURRENT SURVEY CONTROL EZ6446 ___________________________________________________________________ EZ6446* NAD 83(1986)- 35 45 41.02353(N) 078 43 00.98697(W) ADJUSTED EZ6446* NAVD 88 - 106.768 (meters) 350.29 (feet) ADJUSTED EZ6446 ___________________________________________________________________ EZ6446 LAPLACE CORR- -6.80 (seconds) DEFLEC99 EZ6446 GEOID HEIGHT- -32.62 (meters) GEOID03 EZ6446 DYNAMIC HT - 106.675 (meters) 349.98 (feet) COMP EZ6446 MODELED GRAV- 979,762.5 (mgal) NAVD 88 EZ6446 EZ6446 HORZ ORDER - SECOND EZ6446 VERT ORDER - SECOND CLASS I EZ6446 EZ6446.The North Carolina HARNS have been completed but, EZ6446.due to contractual restrictions, coordinates for these stations EZ6446.will NOT be published in the near future. In the interim, the EZ6446.published coordinates in North Carolina will not be EZ6446.consistent with the Continuously Operating Reference Stations EZ6446.(CORS). The HARN coordinates for these stations are available EZ6446.upon request. Contact Gary Thompson(919-733-3836). EZ6446. EZ6446.In addition, the published North Carolina positions EZ6446.(NAD 83 (1986)) are NOT consistent with those determined in EZ6446.adjacent state readjustments. The discontinuity between stations EZ6446.located in North Carolina and those in adjacent states EZ6446.which have been adjusted to the HARN may be as much as 5 EZ6446.decimeters. This will result in a significant loss of accuracy EZ6446.over lines crossing such state borders. EZ6446 EZ6446 EZ6446.The horizontal coordinates were established by classical geodetic methods EZ6446.and adjusted by the National Geodetic Survey in March 1992. EZ6446 EZ6446.The orthometric height was determined by differential leveling EZ6446.and adjusted by the National Geodetic Survey in December 1991. EZ6446 EZ6446.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6446 EZ6446.The geoid height was determined by GEOID03. EZ6446 EZ6446.The dynamic height is computed by dividing the NAVD 88 EZ6446.geopotential number by the normal gravity value computed on the EZ6446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6446.degrees latitude (g = 980.6199 gals.). EZ6446 EZ6446.The modeled gravity was interpolated from observed gravity values. EZ6446 EZ6446; North East Units Scale Factor Converg. EZ6446;SPC NC - 223,164.170 635,197.251 MT 0.99991205 +0 09 48.1 EZ6446;SPC NC - 732,164.45 2,083,976.31 sFT 0.99991205 +0 09 48.1 EZ6446;UTM 17 - 3,959,888.230 706,402.207 MT 1.00012499 +1 20 05.0 EZ6446 EZ6446! - Elev Factor x Scale Factor = Combined Factor EZ6446!SPC NC - 0.99998836 x 0.99991205 = 0.99990041 EZ6446!UTM 17 - 0.99998836 x 1.00012499 = 1.00011335 EZ6446 EZ6446 SUPERSEDED SURVEY CONTROL EZ6446 EZ6446 NAVD 88 (03/04/92) 106.77 (m) 350.3 (f) LEVELING 3 EZ6446 EZ6446.Superseded values are not recommended for survey control. EZ6446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6446.See file dsdata.txt to determine how the superseded data were derived. EZ6446 EZ6446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0640259888(NAD 83) EZ6446_MARKER: DZ = AZIMUTH MARK DISK EZ6446_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. EZ6446_SP_SET: BRIDGE WHEEL GUARD EZ6446_STAMPING: NOSWIM 1988 EZ6446_MARK LOGO: NCGS EZ6446_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ6446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6446+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005 EZ6446 EZ6446 HISTORY - Date Condition Report By EZ6446 HISTORY - 1988 MONUMENTED NCGS EZ6446 HISTORY - 20050616 GOOD GEOCAC EZ6446 EZ6446 STATION DESCRIPTION EZ6446 EZ6446'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ6446'STATION IS LOCATED IN SOUTHWEST RALEIGH. EZ6446'PROCEED ALONG WESTERN BOULEVARD FOR 1.2 KM (0.7 MI) SOUTHEAST FROM EZ6446'THE US 1 BELTLINE TO GORMAN STREET, THENCE SOUTH ALONG GORMAN STREET EZ6446'FOR 2.0 KM (1.2 MI) TO AVENT FERRY ROAD, THENCE SOUTHWEST ALONG EZ6446'AVENT FERRY ROAD FOR 2.4 KM (1.5 MI) TO A BRIDGE OVER LAKE JOHNSON EZ6446'OR 0.65 KM (0.40 MI) NORTH OF I-40 BELTLINE. EZ6446'STATION IS A STANDARD NCGS AZIMUTH DISK STAMPED---NOSWIM 1988---, AND EZ6446'IS SET IN A DRILL HOLE IN SOUTHWEST CORNER OF BRIDGE, IN WHEEL GUARD. EZ6446'LOCATED 3.3 M (10.8 FT) WEST-NORTHWEST OF THE CENTERLINE OF AVENT EZ6446'FERRY ROAD, AND 9.7 M (31.8 FT) NORTH-NORTHEAST OF POWER POLE WITH EZ6446'NIGHT LIGHT AND REFERENCE TAG. EZ6446 EZ6446 STATION RECOVERY (2005) EZ6446 EZ6446'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ6446'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6588 *********************************************************************** EZ6588 DESIGNATION - NOTRAIL EZ6588 PID - EZ6588 EZ6588 STATE/COUNTY- NC/WAKE EZ6588 USGS QUAD - RALEIGH WEST (1988) EZ6588 EZ6588 *CURRENT SURVEY CONTROL EZ6588 ___________________________________________________________________ EZ6588* NAD 83(1986)- 35 52 04.88149(N) 078 38 18.89026(W) ADJUSTED EZ6588* NAVD 88 - 126.555 (meters) 415.21 (feet) ADJUSTED EZ6588 ___________________________________________________________________ EZ6588 LAPLACE CORR- -7.07 (seconds) DEFLEC99 EZ6588 GEOID HEIGHT- -32.69 (meters) GEOID03 EZ6588 DYNAMIC HT - 126.448 (meters) 414.85 (feet) COMP EZ6588 MODELED GRAV- 979,782.2 (mgal) NAVD 88 EZ6588 EZ6588 HORZ ORDER - SECOND EZ6588 VERT ORDER - SECOND CLASS II EZ6588 EZ6588.The North Carolina HARNS have been completed but, EZ6588.due to contractual restrictions, coordinates for these stations EZ6588.will NOT be published in the near future. In the interim, the EZ6588.published coordinates in North Carolina will not be EZ6588.consistent with the Continuously Operating Reference Stations EZ6588.(CORS). The HARN coordinates for these stations are available EZ6588.upon request. Contact Gary Thompson(919-733-3836). EZ6588. EZ6588.In addition, the published North Carolina positions EZ6588.(NAD 83 (1986)) are NOT consistent with those determined in EZ6588.adjacent state readjustments. The discontinuity between stations EZ6588.located in North Carolina and those in adjacent states EZ6588.which have been adjusted to the HARN may be as much as 5 EZ6588.decimeters. This will result in a significant loss of accuracy EZ6588.over lines crossing such state borders. EZ6588 EZ6588 EZ6588.The horizontal coordinates were established by classical geodetic methods EZ6588.and adjusted by the National Geodetic Survey in December 1992. EZ6588 EZ6588.The orthometric height was determined by differential leveling EZ6588.and adjusted by the National Geodetic Survey in September 1998. EZ6588 EZ6588.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6588 EZ6588.The geoid height was determined by GEOID03. EZ6588 EZ6588.The dynamic height is computed by dividing the NAVD 88 EZ6588.geopotential number by the normal gravity value computed on the EZ6588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6588.degrees latitude (g = 980.6199 gals.). EZ6588 EZ6588.The modeled gravity was interpolated from observed gravity values. EZ6588 EZ6588; North East Units Scale Factor Converg. EZ6588;SPC NC - 235,017.040 642,239.986 MT 0.99993032 +0 12 31.0 EZ6588;SPC NC - 771,051.74 2,107,082.35 sFT 0.99993032 +0 12 31.0 EZ6588;UTM 17 - 3,971,885.496 713,202.243 MT 1.00016014 +1 23 02.8 EZ6588 EZ6588! - Elev Factor x Scale Factor = Combined Factor EZ6588!SPC NC - 0.99998527 x 0.99993032 = 0.99991559 EZ6588!UTM 17 - 0.99998527 x 1.00016014 = 1.00014540 EZ6588 EZ6588 SUPERSEDED SURVEY CONTROL EZ6588 EZ6588 NGVD 29 (12/28/92) 126.83 (m) 416.1 (f) LEVELING 3 EZ6588 EZ6588.Superseded values are not recommended for survey control. EZ6588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6588.See file dsdata.txt to determine how the superseded data were derived. EZ6588 EZ6588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1320271885(NAD 83) EZ6588_MARKER: DH = HORIZONTAL CONTROL DISK EZ6588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6588_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6588_STAMPING: NOTRAIL 1985 EZ6588_MARK LOGO: NCGS EZ6588_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6588+STABILITY: SURFACE MOTION EZ6588 EZ6588 HISTORY - Date Condition Report By EZ6588 HISTORY - 1985 MONUMENTED NCGS EZ6588 HISTORY - 19870101 GOOD NCGS EZ6588 HISTORY - 20050101 MARK NOT FOUND GEOCAC EZ6588 EZ6588 STATION DESCRIPTION EZ6588 EZ6588'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ6588'THE STATION IS LOCATED IN NORTH RALEIGH. EZ6588' EZ6588'ALONG SIX FORKS ROAD, 4.0 KM (2.5 MI) NORTH FORM THE OVERPASS BRIDGE EZ6588'OF THE BELTLINE, AT THE T-INTERSECTION WITH WOODS REAM DRIVE EZ6588'(ENTRANCE TO NORTH TRAILS SUBDIVISION), IN THE NORTHEAST QUADRANT. EZ6588' EZ6588'THE STATION IS A STANDARD NCGS DISK STAMPED---NOTRAIL 1985---, EZ6588'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6588'25 CM IN DIAMETER RECESSED 2 CM BELOW GROUND. LOCATED EZ6588'8.5 METERS (28.0 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE ROAD, EZ6588'12.5 METERS (41.0 FT) NORTH OF A SIX FORKS ROAD MANHOLE COVER, EZ6588'14.6 METERS (48.0 FT) NORTHWEST OF THE EAST END OF A TRAFFIC ISLAND EZ6588'IN WOODS REAM DRIVE, EZ6588'8.6 METES (28.2 FT) SOUTHWEST OF THE NORTHWEST END OF THE BRICK EZ6588'ENTRANCE SIGN, EZ6588'7.1 METERS (23.2 FT) WEST-SOUTHWEST OF THE WEST CORNER OF THE EZ6588'MIDDLE SUPPORT COLUMN WITH A LIGHT, EZ6588'5.8 METERS (19.0 FT) WEST-NORTHWEST OF A TELEPHONE PEDESTAL, AND EZ6588'6.2 METERS (20.4 FT) SOUTH OF A 10-INCH PINE WITH A REFERENCE TAG. EZ6588' EZ6588'MARK IS LEVEL WITH THE INTERSECTION. EZ6588 EZ6588 STATION RECOVERY (1987) EZ6588 EZ6588'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ6588'STATION IS ADEQUATE EXCEPT FOR FOLLOWING CORRECTIONS. DELETE REFERENCE EZ6588'TO CENTERLINE OF ROAD, AND CHANGE REFERENCE TO TRAFFIC ISLAND TO READ EZ6588'21.6 FT (6.6 M) NORTH OF NORTHWEST END OF TRAFFIC ISLAND IN WOODS REAM EZ6588'DRIVE. EZ6588 EZ6588 STATION RECOVERY (2005) EZ6588 EZ6588'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ6588'HIGHWAY CONSTRUCTION WIDENED INTERSECTION OF SIX FORKS ROAD AND WOODS EZ6588'REAM DRIVE. MARK WAS LOCATED WITHIN CONSTRUCTION AREA. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6493 *********************************************************************** EZ6493 DESIGNATION - NOTRES AZ MK EZ6493 PID - EZ6493 EZ6493 STATE/COUNTY- NC/WAKE EZ6493 USGS QUAD - RALEIGH WEST (1988) EZ6493 EZ6493 *CURRENT SURVEY CONTROL EZ6493 ___________________________________________________________________ EZ6493* NAD 83(1986)- 35 45 32.41312(N) 078 41 22.55483(W) ADJUSTED EZ6493* NAVD 88 - 120.0 (meters) 394. (feet) VERT ANG EZ6493 ___________________________________________________________________ EZ6493 LAPLACE CORR- -6.90 (seconds) DEFLEC99 EZ6493 GEOID HEIGHT- -32.74 (meters) GEOID03 EZ6493 EZ6493 HORZ ORDER - SECOND EZ6493 EZ6493.The North Carolina HARNS have been completed but, EZ6493.due to contractual restrictions, coordinates for these stations EZ6493.will NOT be published in the near future. In the interim, the EZ6493.published coordinates in North Carolina will not be EZ6493.consistent with the Continuously Operating Reference Stations EZ6493.(CORS). The HARN coordinates for these stations are available EZ6493.upon request. Contact Gary Thompson(919-733-3836). EZ6493. EZ6493.In addition, the published North Carolina positions EZ6493.(NAD 83 (1986)) are NOT consistent with those determined in EZ6493.adjacent state readjustments. The discontinuity between stations EZ6493.located in North Carolina and those in adjacent states EZ6493.which have been adjusted to the HARN may be as much as 5 EZ6493.decimeters. This will result in a significant loss of accuracy EZ6493.over lines crossing such state borders. EZ6493 EZ6493 EZ6493.The horizontal coordinates were established by classical geodetic methods EZ6493.and adjusted by the National Geodetic Survey in March 1992. EZ6493 EZ6493.The orthometric height was determined by vertical angle observations. EZ6493 EZ6493.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6493 EZ6493.The geoid height was determined by GEOID03. EZ6493 EZ6493; North East Units Scale Factor Converg. EZ6493;SPC NC - 222,906.206 637,670.536 MT 0.99991168 +0 10 45.0 EZ6493;SPC NC - 731,318.11 2,092,090.75 sFT 0.99991168 +0 10 45.0 EZ6493;UTM 17 - 3,959,680.837 708,880.793 MT 1.00013767 +1 21 02.3 EZ6493 EZ6493! - Elev Factor x Scale Factor = Combined Factor EZ6493!SPC NC - 0.99998630 x 0.99991168 = 0.99989798 EZ6493!UTM 17 - 0.99998630 x 1.00013767 = 1.00012397 EZ6493 EZ6493 SUPERSEDED SURVEY CONTROL EZ6493 EZ6493.No superseded survey control is available for this station. EZ6493 EZ6493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0888159681(NAD 83) EZ6493_MARKER: DZ = AZIMUTH MARK DISK EZ6493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6493_SP_SET: CONCRETE POST EZ6493_STAMPING: NOTRES 1988 EZ6493_MARK LOGO: NCGS EZ6493_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6493+STABILITY: SURFACE MOTION EZ6493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6493+SATELLITE: SATELLITE OBSERVATIONS - 1988 EZ6493 EZ6493 HISTORY - Date Condition Report By EZ6493 HISTORY - 1988 MONUMENTED NCGS EZ6493 EZ6493 STATION DESCRIPTION EZ6493 EZ6493'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ6493'STATION IS LOCATED IN SOUTHWEST RALEIGH ON THE NCSU CENTENNIAL CAMPUS. EZ6493'PROCEED ALONG GORMAN STREET FOR 1.95 KM (1.21 MI) NORTHEAST FROM THE EZ6493'I-40 OVERPASS TO AVENT FERRY ROAD, THENCE NORTHEAST ALONG AVENT FERRY EZ6493'ROAD FOR 0.25 KM (0.16 MI) TO TRAILWOOD DRIVE, THENCE SOUTH ALONG EZ6493'TRAILWOOD DRIVE FOR 1.3 KM (0.8 MI) TO CRUMP ROAD, THENCE SOUTHEAST EZ6493'ALONG CRUMP ROAD FOR 0.15 KM (0.09 MI) , CONTINUE ALONG CRUMP ROAD EZ6493'NORTHEAST FOR 0.3 KM (0.2 MI) , AT NORTHEAST CORNER OF YARD NEAR EZ6493'FENCE LINE. EZ6493'STATION IS A STANDARD NCGS AZIMUTH MARK DISK STAMPED---NOTRES 1988---, EZ6493'SET IN TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 6 EZ6493'CM BELOW GROUND SURFACE, AND IS 3 FEET ABOVE DIRT ROAD. LOCATED 6.8 EZ6493'M (22.3 FT) NORTHWEST OF THE CENTERLINE OF CRUMP ROAD, 2.0 M EZ6493'(6.6 FT) SOUTHEAST OF POWER POLE-EY 75-, 53.9 M (176.8 FT) NORTHEAST EZ6493'OF CENTERLINE OF DIRT DRIVE, 6.7 M (22.0 FT) SOUTH-SOUTHWEST OF GUY EZ6493'WIRE ANCHOR, AND 35.0 M (114.8 FT) SOUTHWEST OF PVC PIPE IN A STONE EZ6493'PILE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3283 *********************************************************************** EZ3283 DESIGNATION - NUBERN EZ3283 PID - EZ3283 EZ3283 STATE/COUNTY- NC/WAKE EZ3283 USGS QUAD - RALEIGH EAST (1993) EZ3283 EZ3283 *CURRENT SURVEY CONTROL EZ3283 ___________________________________________________________________ EZ3283* NAD 83(1986)- 35 47 40.79232(N) 078 34 56.41318(W) ADJUSTED EZ3283* NAVD 88 - 70.410 (meters) 231.00 (feet) ADJUSTED EZ3283 ___________________________________________________________________ EZ3283 LAPLACE CORR- -7.92 (seconds) DEFLEC99 EZ3283 GEOID HEIGHT- -33.14 (meters) GEOID03 EZ3283 DYNAMIC HT - 70.349 (meters) 230.80 (feet) COMP EZ3283 MODELED GRAV- 979,763.4 (mgal) NAVD 88 EZ3283 EZ3283 HORZ ORDER - SECOND EZ3283 VERT ORDER - SECOND CLASS I EZ3283 EZ3283.The North Carolina HARNS have been completed but, EZ3283.due to contractual restrictions, coordinates for these stations EZ3283.will NOT be published in the near future. In the interim, the EZ3283.published coordinates in North Carolina will not be EZ3283.consistent with the Continuously Operating Reference Stations EZ3283.(CORS). The HARN coordinates for these stations are available EZ3283.upon request. Contact Gary Thompson(919-733-3836). EZ3283. EZ3283.In addition, the published North Carolina positions EZ3283.(NAD 83 (1986)) are NOT consistent with those determined in EZ3283.adjacent state readjustments. The discontinuity between stations EZ3283.located in North Carolina and those in adjacent states EZ3283.which have been adjusted to the HARN may be as much as 5 EZ3283.decimeters. This will result in a significant loss of accuracy EZ3283.over lines crossing such state borders. EZ3283 EZ3283 EZ3283.The horizontal coordinates were established by classical geodetic methods EZ3283.and adjusted by the National Geodetic Survey in December 1992. EZ3283 EZ3283.The orthometric height was determined by differential leveling EZ3283.and adjusted by the National Geodetic Survey in June 1991. EZ3283 EZ3283.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3283 EZ3283.The geoid height was determined by GEOID03. EZ3283 EZ3283.The dynamic height is computed by dividing the NAVD 88 EZ3283.geopotential number by the normal gravity value computed on the EZ3283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ3283.degrees latitude (g = 980.6199 gals.). EZ3283 EZ3283.The modeled gravity was interpolated from observed gravity values. EZ3283 EZ3283; North East Units Scale Factor Converg. EZ3283;SPC NC - 226,898.151 647,353.406 MT 0.99991738 +0 14 27.8 EZ3283;SPC NC - 744,415.02 2,123,858.63 sFT 0.99991738 +0 14 27.8 EZ3283;UTM 17 - 3,963,871.123 718,482.333 MT 1.00018824 +1 24 52.6 EZ3283 EZ3283! - Elev Factor x Scale Factor = Combined Factor EZ3283!SPC NC - 0.99999415 x 0.99991738 = 0.99991153 EZ3283!UTM 17 - 0.99999415 x 1.00018824 = 1.00018239 EZ3283 EZ3283 SUPERSEDED SURVEY CONTROL EZ3283 EZ3283 NGVD 29 (12/28/92) 70.69 (m) 231.9 (f) LEVELING 3 EZ3283 EZ3283.Superseded values are not recommended for survey control. EZ3283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3283.See file dsdata.txt to determine how the superseded data were derived. EZ3283 EZ3283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1848263871(NAD 83) EZ3283_MARKER: DE = TRAVERSE STATION DISK EZ3283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3283_SP_SET: CONCRETE POST EZ3283_STAMPING: NUBERN 1984 EZ3283_MARK LOGO: NCGS EZ3283_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ3283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3283+STABILITY: SURFACE MOTION EZ3283 EZ3283 HISTORY - Date Condition Report By EZ3283 HISTORY - 1984 MONUMENTED NCGS EZ3283 HISTORY - 1984 GOOD NCGS EZ3283 EZ3283 STATION DESCRIPTION EZ3283 EZ3283'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ3283'THE STATION IS LOCATED ABOUT 5.8 KM (3.6 MI) EAST-NORTHEAST OF THE EZ3283'CAPITOL SQUARE IN RALEIGH. EZ3283' EZ3283'AT THE NEW BERN AVENUE OVERPASS OF THE CLIFF BENSON BELTLINE, IN EZ3283'THE MEDIAN AT THE NORTHEAST END OF THE BRIDGE. EZ3283' EZ3283'THE STATION IS A STANDARD NCGS DISK STAMPED---NUBERN 1984---, EZ3283'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ3283'25 CM IN DIAMETER RECESSED 2 CM BELOW GROUND. LOCATED EZ3283'2.8 METERS (9.0 FT) SOUTH-SOUTHEAST OF THE EDGE OF THE WESTBOUND EZ3283'LANE, EZ3283'9.4 METERS (30.8 FT) NORTH-NORTHEAST OF THE EDGE OF THE EASTBOUND EZ3283'LANE, EZ3283'3.6 METERS (11.9 FT) EAST OF THE NORTHEAST END OF THE WINGWALL OF EZ3283'THE NORTHWEST BRIDGE, EZ3283'5.9 METERS (19.4 FT) NORTHEAST OF THE NORTHEAST END OF THE NORTHWEST EZ3283'RAIL OF THE EASTBOUND BRIDGE, EZ3283'2.2 METERS (7.0 FT) NORTH-NORTHEAST OF A DROP INLET COVER, AND EZ3283'7.9 METERS (26.0 FT) WEST OF A METAL SIGN POST. EZ3283' EZ3283'MARK IS 20 FT BELOW HIGHWAY. EZ3283 EZ3283 STATION RECOVERY (1984) EZ3283 EZ3283'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ3283'5.8 KM (3.6 MI) ENE FROM RALEIGH. EZ3283'THE STATION IS LOCATED ABOUT 5.8 KM (3.6 MI) EAST-NORTHEAST OF THE EZ3283'CAPITOL SQUARE IN RALEIGH. AT THE NEW BERN AVENUE OVERPASS OF THE EZ3283'CLIFF BENSON BELTLINE, IN THE MEDIAN AT THE NORTHEAST END OF THE EZ3283'BRIDGE. THE STATION IS A STANDARD NCGS DISK STAMPED---NUBERN EZ3283'1984---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN EZ3283'DIAMETER RECESSED 2 CM BELOW GROUND. LOCATED 2.8 METERS (9.0 FT) EZ3283'SOUTH-SOUTHEAST OF THE EDGE OF THE WESTBOUND LANE, 9.4 METERS (30.8 EZ3283'FT) NORTH-NORTHEAST OF THE EDGE OF THE EASTBOUND LANE, 3.6 METERS EZ3283'(11.9 FT) EAST OF THE NORTHEAST END OF THE WINGWALL OF THE NORTHWEST EZ3283'BRIDGE, 5.9 METERS (19.4 FT) NORTHEAST OF THE NORTHEAST END OF THE EZ3283'NORTHWEST RAIL OF THE EASTBOUND BRIDGE, 2.2 METERS (7.0 FT) EZ3283'NORTH-NORTHEAST OF A DROP INLET COVER, AND 7.9 METERS (26.0 FT) WEST EZ3283'OF A METAL SIGN POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6589 *********************************************************************** EZ6589 DESIGNATION - NURSERY EZ6589 PID - EZ6589 EZ6589 STATE/COUNTY- NC/WAKE EZ6589 USGS QUAD - RALEIGH EAST (1993) EZ6589 EZ6589 *CURRENT SURVEY CONTROL EZ6589 ___________________________________________________________________ EZ6589* NAD 83(1986)- 35 48 07.93637(N) 078 35 38.18318(W) ADJUSTED EZ6589* NAVD 88 - 72.2 (meters) 237. (feet) VERTCON EZ6589 ___________________________________________________________________ EZ6589 LAPLACE CORR- -7.88 (seconds) DEFLEC99 EZ6589 GEOID HEIGHT- -33.06 (meters) GEOID03 EZ6589 EZ6589 HORZ ORDER - SECOND EZ6589 EZ6589.The North Carolina HARNS have been completed but, EZ6589.due to contractual restrictions, coordinates for these stations EZ6589.will NOT be published in the near future. In the interim, the EZ6589.published coordinates in North Carolina will not be EZ6589.consistent with the Continuously Operating Reference Stations EZ6589.(CORS). The HARN coordinates for these stations are available EZ6589.upon request. Contact Gary Thompson(919-733-3836). EZ6589. EZ6589.In addition, the published North Carolina positions EZ6589.(NAD 83 (1986)) are NOT consistent with those determined in EZ6589.adjacent state readjustments. The discontinuity between stations EZ6589.located in North Carolina and those in adjacent states EZ6589.which have been adjusted to the HARN may be as much as 5 EZ6589.decimeters. This will result in a significant loss of accuracy EZ6589.over lines crossing such state borders. EZ6589 EZ6589 EZ6589.The horizontal coordinates were established by classical geodetic methods EZ6589.and adjusted by the National Geodetic Survey in December 1992. EZ6589 EZ6589.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6589 EZ6589.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6589 EZ6589.The geoid height was determined by GEOID03. EZ6589 EZ6589; North East Units Scale Factor Converg. EZ6589;SPC NC - 227,730.329 646,301.225 MT 0.99991864 +0 14 03.7 EZ6589;SPC NC - 747,145.25 2,120,406.60 sFT 0.99991864 +0 14 03.7 EZ6589;UTM 17 - 3,964,681.792 717,413.042 MT 1.00018250 +1 24 29.1 EZ6589 EZ6589! - Elev Factor x Scale Factor = Combined Factor EZ6589!SPC NC - 0.99999385 x 0.99991864 = 0.99991249 EZ6589!UTM 17 - 0.99999385 x 1.00018250 = 1.00017635 EZ6589 EZ6589: Primary Azimuth Mark Grid Az EZ6589:SPC NC - RALEIGH WAKE MED CTR RAD MAST 164 15 13.2 EZ6589:UTM 17 - RALEIGH WAKE MED CTR RAD MAST 163 04 47.8 EZ6589 EZ6589|---------------------------------------------------------------------| EZ6589| PID Reference Object Distance Geod. Az | EZ6589| dddmmss.s | EZ6589| CS7391 RALEIGH WAKE MED CTR RAD MAST 1642916.9 | EZ6589| EZ6594 RALEIGH CABLEVISION TOWER APPROX. 2.7 KM 2731159.7 | EZ6589| EZ6602 RALEIGH WESTINGHOUSE TANK APPROX. 1.5 KM 3483403.8 | EZ6589|---------------------------------------------------------------------| EZ6589 EZ6589 SUPERSEDED SURVEY CONTROL EZ6589 EZ6589 NGVD 29 (12/28/92) 72.5 (m) 238. (f) VERT ANG EZ6589 EZ6589.Superseded values are not recommended for survey control. EZ6589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6589.See file dsdata.txt to determine how the superseded data were derived. EZ6589 EZ6589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1741364682(NAD 83) EZ6589_MARKER: DH = HORIZONTAL CONTROL DISK EZ6589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6589_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6589_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6589+STABILITY: SURFACE MOTION EZ6589 EZ6589 HISTORY - Date Condition Report By EZ6589 HISTORY - 1984 MONUMENTED NCGS EZ6589 EZ6589 STATION DESCRIPTION EZ6589 EZ6589'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6589'THE STATION IS LOCATED ABOUT 5.2 KM (3.2 MI) NORTHEAST OF THE EZ6589'CAPITOL SQUARE IN RALEIGH. EZ6589' EZ6589'ALONG YONKERS ROAD FOR 1.4 KM (0.85 MI) NORTHWEST FROM THE EZ6589'INTERSECTION WITH NEW BERN AVENUE, OR 1.1 KM (0.7 MI) SOUTHEAST FROM EZ6589'TIMBERLAKE ROAD, ON THE SOUTHWEST SIDE OF THE ROAD AT THE CREST OF A EZ6589'HILL, AND ABOUT 250 FT NORTH OF A LARGE OUTDOOR SIGN. EZ6589' EZ6589'THE STATION IS A STANDARD NCGS DISK STAMPED---NURSERY 1984---, EZ6589'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6589'25 CM IN DIAMETER RECESSED 15 CM BELOW GROUND. LOCATED EZ6589'6.1 METERS (20.0 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD, EZ6589'0.8 METERS (2.4 FT) NORTHEAST OF A WITNESS POST, EZ6589'13.8 METERS (45.3 FT) NORTH-NORTHWEST OF A SIGN POST, EZ6589'21.6 METERS (70.8 FT) SOUTHEAST OF A RIGHT-OF-WAY MARKER, AND EZ6589'14.8 METERS (48.4 FT) WEST OF A POWER POLE WITH A STREET LIGHT AND EZ6589'A REFERENCE TAG. EZ6589' EZ6589'MARK IS LEVEL WITH ROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1076 *********************************************************************** EZ1076 DESIGNATION - OAK EZ1076 PID - EZ1076 EZ1076 STATE/COUNTY- NC/WAKE EZ1076 USGS QUAD - RALEIGH WEST (1988) EZ1076 EZ1076 *CURRENT SURVEY CONTROL EZ1076 ___________________________________________________________________ EZ1076* NAD 83(1986)- 35 46 52.06764(N) 078 42 09.31853(W) ADJUSTED EZ1076* NAVD 88 - 130.049 (meters) 426.67 (feet) ADJUSTED EZ1076 ___________________________________________________________________ EZ1076 LAPLACE CORR- -6.78 (seconds) DEFLEC99 EZ1076 GEOID HEIGHT- -32.64 (meters) GEOID03 EZ1076 DYNAMIC HT - 129.936 (meters) 426.30 (feet) COMP EZ1076 MODELED GRAV- 979,764.9 (mgal) NAVD 88 EZ1076 EZ1076 HORZ ORDER - SECOND EZ1076 VERT ORDER - SECOND CLASS 0 EZ1076 EZ1076.The North Carolina HARNS have been completed but, EZ1076.due to contractual restrictions, coordinates for these stations EZ1076.will NOT be published in the near future. In the interim, the EZ1076.published coordinates in North Carolina will not be EZ1076.consistent with the Continuously Operating Reference Stations EZ1076.(CORS). The HARN coordinates for these stations are available EZ1076.upon request. Contact Gary Thompson(919-733-3836). EZ1076. EZ1076.In addition, the published North Carolina positions EZ1076.(NAD 83 (1986)) are NOT consistent with those determined in EZ1076.adjacent state readjustments. The discontinuity between stations EZ1076.located in North Carolina and those in adjacent states EZ1076.which have been adjusted to the HARN may be as much as 5 EZ1076.decimeters. This will result in a significant loss of accuracy EZ1076.over lines crossing such state borders. EZ1076 EZ1076 EZ1076.The horizontal coordinates were established by classical geodetic methods EZ1076.and adjusted by the National Geodetic Survey in July 1986. EZ1076 EZ1076.The orthometric height was determined by differential leveling EZ1076.and adjusted by the National Geodetic Survey in June 1991. EZ1076 EZ1076.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1076 EZ1076.The geoid height was determined by GEOID03. EZ1076 EZ1076.The dynamic height is computed by dividing the NAVD 88 EZ1076.geopotential number by the normal gravity value computed on the EZ1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1076.degrees latitude (g = 980.6199 gals.). EZ1076 EZ1076.The modeled gravity was interpolated from observed gravity values. EZ1076 EZ1076; North East Units Scale Factor Converg. EZ1076;SPC NC - 225,357.399 636,488.519 MT 0.99991517 +0 10 18.0 EZ1076;SPC NC - 739,360.07 2,088,212.75 sFT 0.99991517 +0 10 18.0 EZ1076;UTM 17 - 3,962,107.882 707,648.623 MT 1.00013135 +1 20 37.5 EZ1076 EZ1076! - Elev Factor x Scale Factor = Combined Factor EZ1076!SPC NC - 0.99998471 x 0.99991517 = 0.99989988 EZ1076!UTM 17 - 0.99998471 x 1.00013135 = 1.00011606 EZ1076 EZ1076: Primary Azimuth Mark Grid Az EZ1076:SPC NC - CHAPEL 028 58 34.7 EZ1076:UTM 17 - CHAPEL 027 48 15.2 EZ1076 EZ1076|---------------------------------------------------------------------| EZ1076| PID Reference Object Distance Geod. Az | EZ1076| dddmmss.s | EZ1076| EZ1077 CHAPEL APPROX. 1.0 KM 0290852.7 | EZ1076|---------------------------------------------------------------------| EZ1076 EZ1076 SUPERSEDED SURVEY CONTROL EZ1076 EZ1076 NAD 27 - 35 46 51.52564(N) 078 42 10.30614(W) AD( ) 2 EZ1076 NGVD 29 (??/??/92) 130.312 (m) 427.53 (f) ADJ UNCH 2 0 EZ1076 EZ1076.Superseded values are not recommended for survey control. EZ1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1076.See file dsdata.txt to determine how the superseded data were derived. EZ1076 EZ1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0764962108(NAD 83) EZ1076_MARKER: DE = TRAVERSE STATION DISK EZ1076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1076_SP_SET: CONCRETE POST EZ1076_STAMPING: OAK 1965 EZ1076_MARK LOGO: NCGS EZ1076_MAGNETIC: N = NO MAGNETIC MATERIAL EZ1076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1076+STABILITY: SURFACE MOTION EZ1076 EZ1076 HISTORY - Date Condition Report By EZ1076 HISTORY - 1965 MONUMENTED NCGS EZ1076 HISTORY - 1973 GOOD NCGS EZ1076 HISTORY - 1984 GOOD NCGS EZ1076 HISTORY - 1984 GOOD NCGS EZ1076 EZ1076 STATION DESCRIPTION EZ1076 EZ1076'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ1076'OAK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ1076'VICINITY OF RALEIGH, NORTH CAROLINA. EZ1076' EZ1076'OAK IS 3.5 MILES W OF RALEIGH. LOCATED 0.2 MILES SW ALONG EZ1076'U.S. 1 FROM BRIDGE OVER U.S. 64. 0.5 MILES NE OF BRIDGE ON EZ1076'MELBOURNE RD.. AND ON A 30 FT BANK ALONG R/W FENCE. EZ1076' EZ1076'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1076'OAK 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ1076'IS FLUSH WITH THE SURFACE OF THE GROUND. EZ1076' EZ1076'MARK IS EZ1076' EZ1076'90.0 FT E OF C/L OF U.S. 1 N BOUND LANE EZ1076' EZ1076'78.0 FT E OF YELLOW ARROW PAINTED ON N BOUND LANE EZ1076' EZ1076'17.0 FT W OF 6 INCH OAK WITH ALUMINUM REF. TAG EZ1076' EZ1076'4.0 FT W OF R/W FENCE EZ1076' EZ1076'25.5 FT NW OF 8 INCH PINE WITH ALUMINUM REF. TAG EZ1076' EZ1076'24.7 FT SW OF 6 INCH RED OAK WITH ALUMINUM REF. TAG EZ1076' EZ1076'22.9 FT S OF CENTER BRACE POST EZ1076' EZ1076'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ1076 EZ1076 STATION RECOVERY (1973) EZ1076 EZ1076'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1076'NEAR RALEIGH. EZ1076'OAK IS LOCATED APPROXIMATELY 3.6 MILES WEST OF CAPITOL SQUARE EZ1076'IN RALEIGH. TO REACH STATION FROM U.S. 1 - U.S. 64 (BELTLINE) EZ1076'OVERPASS OF I-40 IN WEST RALEIGH, PROCEED SOUTH ALONG U.S. 1 EZ1076'- U.S. 64 FOR 1.6 MILES TO STATION ON LEFT ON TOP OF 30 FT EZ1076'BANK ALONG R/W FENCE, 0.2 MILES SW OF U.S. 1 - U.S. 64 OVERPASS EZ1076'OF WESTERN BOULEVARD, 90.0 FT SE OF C/L OF U.S. 1 - U.S. 64 EZ1076'NORTH BOUND LANE, 78.0 FT SE OF EDGE OF PAVEMENT OF NORTH BOUND EZ1076'LANE, 4.0 FT NW OF R/W FENCE, 22.9 FT SW OF CENTER BRACE POST EZ1076'W/ALUMINUM REF. TAG, 16.3 FT NW OF 6 IN OAK W/ALUMINUM REF. TAG, EZ1076'AND 25.5 FT N OF 8 IN PINE W/ALUMINUM REF. TAG. DISK IS SET IN EZ1076'CONCRETE CYLINDER FLUSH WITH THE SURFACE OF THE GROUND. EZ1076 EZ1076 STATION RECOVERY (1984) EZ1076 EZ1076'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ1076'THE STATION WAS RECOVERED AT THIS DATE. EZ1076'STATION IS IN GOOD CONDITION AS DESCRIBED. EZ1076' EZ1076'NCGS EZ1076 EZ1076 STATION RECOVERY (1984) EZ1076 EZ1076'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ1076'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5010 *********************************************************************** EZ5010 DESIGNATION - OAKLEY EZ5010 PID - EZ5010 EZ5010 STATE/COUNTY- NC/WAKE EZ5010 USGS QUAD - WAKE FOREST (1987) EZ5010 EZ5010 *CURRENT SURVEY CONTROL EZ5010 ___________________________________________________________________ EZ5010* NAD 83(1986)- 35 56 59.12599(N) 078 34 07.95852(W) ADJUSTED EZ5010* NAVD 88 - 118.6 (meters) 389. (feet) VERTCON EZ5010 ___________________________________________________________________ EZ5010 LAPLACE CORR- -6.97 (seconds) DEFLEC99 EZ5010 GEOID HEIGHT- -32.76 (meters) GEOID03 EZ5010 EZ5010 HORZ ORDER - SECOND EZ5010 EZ5010.The North Carolina HARNS have been completed but, EZ5010.due to contractual restrictions, coordinates for these stations EZ5010.will NOT be published in the near future. In the interim, the EZ5010.published coordinates in North Carolina will not be EZ5010.consistent with the Continuously Operating Reference Stations EZ5010.(CORS). The HARN coordinates for these stations are available EZ5010.upon request. Contact Gary Thompson(919-733-3836). EZ5010. EZ5010.In addition, the published North Carolina positions EZ5010.(NAD 83 (1986)) are NOT consistent with those determined in EZ5010.adjacent state readjustments. The discontinuity between stations EZ5010.located in North Carolina and those in adjacent states EZ5010.which have been adjusted to the HARN may be as much as 5 EZ5010.decimeters. This will result in a significant loss of accuracy EZ5010.over lines crossing such state borders. EZ5010 EZ5010 EZ5010.The horizontal coordinates were established by classical geodetic methods EZ5010.and adjusted by the National Geodetic Survey in July 1986. EZ5010 EZ5010.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5010 EZ5010.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5010 EZ5010.The geoid height was determined by GEOID03. EZ5010 EZ5010; North East Units Scale Factor Converg. EZ5010;SPC NC - 244,110.572 648,495.272 MT 0.99994668 +0 14 55.8 EZ5010;SPC NC - 800,886.10 2,127,604.90 sFT 0.99994668 +0 14 55.8 EZ5010;UTM 17 - 3,981,107.820 719,270.822 MT 1.00019247 +1 25 40.2 EZ5010 EZ5010! - Elev Factor x Scale Factor = Combined Factor EZ5010!SPC NC - 0.99998652 x 0.99994668 = 0.99993320 EZ5010!UTM 17 - 0.99998652 x 1.00019247 = 1.00017899 EZ5010 EZ5010: Primary Azimuth Mark Grid Az EZ5010:SPC NC - BENNIE 125 39 22.4 EZ5010:UTM 17 - BENNIE 124 28 38.0 EZ5010 EZ5010|---------------------------------------------------------------------| EZ5010| PID Reference Object Distance Geod. Az | EZ5010| dddmmss.s | EZ5010| EZ1918 BENNIE APPROX. 2.8 KM 1255418.2 | EZ5010| EZ0829 YOUNG 238.833 METERS 30059 | EZ5010|---------------------------------------------------------------------| EZ5010 EZ5010 SUPERSEDED SURVEY CONTROL EZ5010 EZ5010 NAD 27 - 35 56 58.59250(N) 078 34 08.94962(W) AD( ) 2 EZ5010 NGVD 29 (07/19/86) 118.9 (m) 390. (f) VERT ANG EZ5010 EZ5010.Superseded values are not recommended for survey control. EZ5010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5010.See file dsdata.txt to determine how the superseded data were derived. EZ5010 EZ5010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1927181108(NAD 83) EZ5010_MARKER: DE = TRAVERSE STATION DISK EZ5010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5010_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5010_STAMPING: OAKLEY 1970 EZ5010_MARK LOGO: NCGS EZ5010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5010+STABILITY: SURFACE MOTION EZ5010 EZ5010 HISTORY - Date Condition Report By EZ5010 HISTORY - 1970 MONUMENTED NCGS EZ5010 EZ5010 STATION DESCRIPTION EZ5010 EZ5010'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ5010'OAKLEY IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ5010'VICINITY OF NORTHWEST WAKE COUNTY. EZ5010' EZ5010'OAKLEY IS LOCATED APPROXIMATELY 3.9 MILES SOUTHWEST OF WAKE FOREST EZ5010'AND 0.9 MILE NORTH OF FALLS. TO REACH STATION PROCEED FROM THE EZ5010'INTERSECTION OF US 1 AND NC 98, GO WEST ON NC 98 FOR 1.35 MILES EZ5010'TO INTERSECTION OF NC 98 AND SR 2000, TURN LEFT ON SR 2000 AND GO EZ5010'1.35 MILE TO DIRT LANE ON LEFT, TAKE LANE FOR 0.15 MILE TO EZ5010'ONE STORY WHITE FRAME HOUSE. STATION IS ON SOUTH SIDE OF LANE, EZ5010'APPROXIMATELY 60 FEET SOUTH OF SOUTH SIDE OF HOUSE. EZ5010' EZ5010'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ5010'OAKLEY 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ5010'IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5010' EZ5010'MARK IS-- EZ5010'15.5 FEET S OF S EDGE OF DRIVEWAY. EZ5010'24.7 FEET SW OF 2 FEET UP ON 10 INCH PINE TREE. EZ5010'14.2 FEET NW OF 2 FEET UP ON 12 INCH PINE TREE. EZ5010'12.9 FEET NNE OF 2 FEET UP ON 8 INCH OAK TREE. EZ5010'79.4 FEET SSW OF SE CORNER OF HOUSE. EZ5010'66.7 FEET S OF SW CORNER OF HOUSE. EZ5010'77.5 FEET W OF SW CORNER OF GARAGE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5030 *********************************************************************** EZ5030 DESIGNATION - OAKWOOD EZ5030 PID - EZ5030 EZ5030 STATE/COUNTY- NC/WAKE EZ5030 USGS QUAD - WAKE FOREST (1987) EZ5030 EZ5030 *CURRENT SURVEY CONTROL EZ5030 ___________________________________________________________________ EZ5030* NAD 83(1986)- 35 58 47.76825(N) 078 31 58.09619(W) ADJUSTED EZ5030* NAVD 88 - 107.9 (meters) 354. (feet) VERTCON EZ5030 ___________________________________________________________________ EZ5030 LAPLACE CORR- -7.10 (seconds) DEFLEC99 EZ5030 GEOID HEIGHT- -32.81 (meters) GEOID03 EZ5030 EZ5030 HORZ ORDER - SECOND EZ5030 EZ5030.The North Carolina HARNS have been completed but, EZ5030.due to contractual restrictions, coordinates for these stations EZ5030.will NOT be published in the near future. In the interim, the EZ5030.published coordinates in North Carolina will not be EZ5030.consistent with the Continuously Operating Reference Stations EZ5030.(CORS). The HARN coordinates for these stations are available EZ5030.upon request. Contact Gary Thompson(919-733-3836). EZ5030. EZ5030.In addition, the published North Carolina positions EZ5030.(NAD 83 (1986)) are NOT consistent with those determined in EZ5030.adjacent state readjustments. The discontinuity between stations EZ5030.located in North Carolina and those in adjacent states EZ5030.which have been adjusted to the HARN may be as much as 5 EZ5030.decimeters. This will result in a significant loss of accuracy EZ5030.over lines crossing such state borders. EZ5030 EZ5030 EZ5030.The horizontal coordinates were established by classical geodetic methods EZ5030.and adjusted by the National Geodetic Survey in July 1986. EZ5030 EZ5030.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5030 EZ5030.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5030 EZ5030.The geoid height was determined by GEOID03. EZ5030 EZ5030; North East Units Scale Factor Converg. EZ5030;SPC NC - 247,473.638 651,733.831 MT 0.99995323 +0 16 10.7 EZ5030;SPC NC - 811,919.76 2,138,230.08 sFT 0.99995323 +0 16 10.7 EZ5030;UTM 17 - 3,984,537.711 722,440.251 MT 1.00020972 +1 27 00.3 EZ5030 EZ5030! - Elev Factor x Scale Factor = Combined Factor EZ5030!SPC NC - 0.99998821 x 0.99995323 = 0.99994144 EZ5030!UTM 17 - 0.99998821 x 1.00020972 = 1.00019793 EZ5030 EZ5030: Primary Azimuth Mark Grid Az EZ5030:SPC NC - MELROSE 098 44 06.7 EZ5030:UTM 17 - MELROSE 097 33 17.1 EZ5030 EZ5030|---------------------------------------------------------------------| EZ5030| PID Reference Object Distance Geod. Az | EZ5030| dddmmss.s | EZ5030| EZ5029 MELROSE 454.807 METERS 0990017.4 | EZ5030| EZ5031 BEEJAY 228.744 METERS 26122 | EZ5030|---------------------------------------------------------------------| EZ5030 EZ5030 SUPERSEDED SURVEY CONTROL EZ5030 EZ5030 NAD 27 - 35 58 47.22615(N) 078 31 59.09559(W) AD( ) 2 EZ5030 NGVD 29 (07/19/86) 108.2 (m) 355. (f) VERT ANG EZ5030 EZ5030.Superseded values are not recommended for survey control. EZ5030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5030.See file dsdata.txt to determine how the superseded data were derived. EZ5030 EZ5030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2244084538(NAD 83) EZ5030_MARKER: DE = TRAVERSE STATION DISK EZ5030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5030_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5030_MAGNETIC: N = NO MAGNETIC MATERIAL EZ5030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5030+STABILITY: SURFACE MOTION EZ5030 EZ5030 HISTORY - Date Condition Report By EZ5030 HISTORY - 1978 MONUMENTED NCGS EZ5030 EZ5030 STATION DESCRIPTION EZ5030 EZ5030'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ5030'THE STATION IS LOCATED APPROXIMATELY IN THE WEST EDGE OF WAKE FOREST. EZ5030' EZ5030'TO REACH THE STATION FROM THE NC 98 UNDERPASS OF US 1, ON WEST SIDE OF EZ5030'WAKE FOREST, PROCEED EASTERLY ALONG NC 98 FOR 0.4 MILE TO PAVED ROAD EZ5030'TO OAKWOOD ESTATES AND STATION ON LEFT, IN NORTHEAST QUADRANT. EZ5030' EZ5030'STATION MARK IS A STANDARD DISK STAMPED---OAKWOOD 1978---, SET IN THE EZ5030'TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. EZ5030'THE MARK IS 45.8 FEET NORTH OF THE CENTERLINE OF NC 98, 21.8 FEET EAST EZ5030'OF THE CENTER OF WATER MAIN COVER IN ENTRANCE ROAD, 60.6 FEET EZ5030'SOUTHEAST OF 12 INCH POPLAR WITH REFERENCE TAG, 22.4 FEET SOUTHWEST EZ5030'OF 10 INCH POPLAR WITH REFERENCE TAG EZ5030'AND 63.4 FEET WEST OF 10 INCH WHITE OAK WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6590 *********************************************************************** EZ6590 DESIGNATION - OBERLIN EZ6590 PID - EZ6590 EZ6590 STATE/COUNTY- NC/WAKE EZ6590 USGS QUAD - RALEIGH WEST (1988) EZ6590 EZ6590 *CURRENT SURVEY CONTROL EZ6590 ___________________________________________________________________ EZ6590* NAD 83(1986)- 35 48 59.24929(N) 078 39 34.32201(W) ADJUSTED EZ6590* NAVD 88 - 78.1 (meters) 256. (feet) VERTCON EZ6590 ___________________________________________________________________ EZ6590 LAPLACE CORR- -7.16 (seconds) DEFLEC99 EZ6590 GEOID HEIGHT- -32.73 (meters) GEOID03 EZ6590 EZ6590 HORZ ORDER - SECOND EZ6590 EZ6590.The North Carolina HARNS have been completed but, EZ6590.due to contractual restrictions, coordinates for these stations EZ6590.will NOT be published in the near future. In the interim, the EZ6590.published coordinates in North Carolina will not be EZ6590.consistent with the Continuously Operating Reference Stations EZ6590.(CORS). The HARN coordinates for these stations are available EZ6590.upon request. Contact Gary Thompson(919-733-3836). EZ6590. EZ6590.In addition, the published North Carolina positions EZ6590.(NAD 83 (1986)) are NOT consistent with those determined in EZ6590.adjacent state readjustments. The discontinuity between stations EZ6590.located in North Carolina and those in adjacent states EZ6590.which have been adjusted to the HARN may be as much as 5 EZ6590.decimeters. This will result in a significant loss of accuracy EZ6590.over lines crossing such state borders. EZ6590 EZ6590 EZ6590.The horizontal coordinates were established by classical geodetic methods EZ6590.and adjusted by the National Geodetic Survey in December 1992. EZ6590 EZ6590.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6590 EZ6590.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6590 EZ6590.The geoid height was determined by GEOID03. EZ6590 EZ6590; North East Units Scale Factor Converg. EZ6590;SPC NC - 229,289.415 640,367.385 MT 0.99992105 +0 11 47.4 EZ6590;SPC NC - 752,260.36 2,100,938.66 sFT 0.99992105 +0 11 47.4 EZ6590;UTM 17 - 3,966,119.364 711,447.040 MT 1.00015096 +1 22 12.5 EZ6590 EZ6590! - Elev Factor x Scale Factor = Combined Factor EZ6590!SPC NC - 0.99999288 x 0.99992105 = 0.99991393 EZ6590!UTM 17 - 0.99999288 x 1.00015096 = 1.00014384 EZ6590 EZ6590 SUPERSEDED SURVEY CONTROL EZ6590 EZ6590 NGVD 29 (12/28/92) 78.4 (m) 257. (f) VERT ANG EZ6590 EZ6590.Superseded values are not recommended for survey control. EZ6590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6590.See file dsdata.txt to determine how the superseded data were derived. EZ6590 EZ6590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1144766119(NAD 83) EZ6590_MARKER: DE = TRAVERSE STATION DISK EZ6590_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE EZ6590_MAGNETIC: N = NO MAGNETIC MATERIAL EZ6590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6590+STABILITY: SURFACE MOTION EZ6590 EZ6590 HISTORY - Date Condition Report By EZ6590 HISTORY - 1983 MONUMENTED NCGS EZ6590 EZ6590 STATION DESCRIPTION EZ6590 EZ6590'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG) EZ6590'THE STATION IS LOCATED ABOUT 4.3 KM (2.7 MI) EZ6590'NORTH-NORTHWEST OF THE STATE CAPITOL IN RALEIGH. EZ6590' EZ6590'TO REACH THE STATION FROM THE GLENWOOD AVENUE UNDERPASS OF US 1 AND EZ6590'US 64 GO SOUTHWEST FOR 2.4 KM (1.5 MI) ON GLENWOOD AVENUE TO EZ6590'STATION AT INTERSECTION OF OBERLIN ROAD AT ENTRANCE TO GLENWOOD EZ6590'GARDENS APARTMENTS. EZ6590' EZ6590'THE STATION IS A STANDARD NCGS DISK EZ6590'STAMPED---OBERLIN 1983---, EZ6590'SET INTO DRILLED HOLE, EZ6590'12.22 METERS (40.1 FT) SOUTHEAST FROM THE CENTERLINE OF ENTRANCE TO EZ6590'GLENWOOD GARDENS, EZ6590'0.67 METERS (2.2 FT) NORTH FROM THE EDGE OF PAVEMENT OF GLENWOOD EZ6590'AVENUE, EZ6590'2.07 METERS (6.8 FT) WEST FROM A POWER POLE WITH PEDESTRIAN SIGNALS EZ6590'AND REFERENCE TAG AND EZ6590'4.57 METERS (15.0 FT) SOUTH FROM A SOUTH STEEL POST OF GLENWOOD EZ6590'GARDENS SIGN. EZ6590' EZ6590'THE MARK IS LEVEL WITH HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5436 *********************************************************************** EZ5436 DESIGNATION - OLD EZ5436 PID - EZ5436 EZ5436 STATE/COUNTY- NC/WAKE EZ5436 USGS QUAD - CARY (1993) EZ5436 EZ5436 *CURRENT SURVEY CONTROL EZ5436 ___________________________________________________________________ EZ5436* NAD 83(1986)- 35 51 05.94596(N) 078 47 43.33006(W) ADJUSTED EZ5436* NAVD 88 - 112.72 (+/-2cm) 369.8 (feet) VERTCON EZ5436 ___________________________________________________________________ EZ5436 LAPLACE CORR- -5.95 (seconds) DEFLEC99 EZ5436 GEOID HEIGHT- -32.08 (meters) GEOID03 EZ5436 EZ5436 HORZ ORDER - SECOND EZ5436 VERT ORDER - THIRD ? (See Below) EZ5436 EZ5436.The North Carolina HARNS have been completed but, EZ5436.due to contractual restrictions, coordinates for these stations EZ5436.will NOT be published in the near future. In the interim, the EZ5436.published coordinates in North Carolina will not be EZ5436.consistent with the Continuously Operating Reference Stations EZ5436.(CORS). The HARN coordinates for these stations are available EZ5436.upon request. Contact Gary Thompson(919-733-3836). EZ5436. EZ5436.In addition, the published North Carolina positions EZ5436.(NAD 83 (1986)) are NOT consistent with those determined in EZ5436.adjacent state readjustments. The discontinuity between stations EZ5436.located in North Carolina and those in adjacent states EZ5436.which have been adjusted to the HARN may be as much as 5 EZ5436.decimeters. This will result in a significant loss of accuracy EZ5436.over lines crossing such state borders. EZ5436 EZ5436 EZ5436.The horizontal coordinates were established by classical geodetic methods EZ5436.and adjusted by the National Geodetic Survey in July 1986. EZ5436 EZ5436.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5436.The vertical order pertains to the NGVD 29 superseded value. EZ5436 EZ5436.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5436 EZ5436.The geoid height was determined by GEOID03. EZ5436 EZ5436; North East Units Scale Factor Converg. EZ5436;SPC NC - 233,160.339 628,084.600 MT 0.99992729 +0 07 05.2 EZ5436;SPC NC - 764,960.21 2,060,640.89 sFT 0.99992729 +0 07 05.2 EZ5436;UTM 17 - 3,969,738.611 699,085.136 MT 1.00008841 +1 17 29.9 EZ5436 EZ5436! - Elev Factor x Scale Factor = Combined Factor EZ5436!SPC NC - 0.99998734 x 0.99992729 = 0.99991463 EZ5436!UTM 17 - 0.99998734 x 1.00008841 = 1.00007575 EZ5436 EZ5436 SUPERSEDED SURVEY CONTROL EZ5436 EZ5436 NAD 27 - 35 51 05.41863(N) 078 47 44.31005(W) AD( ) 2 EZ5436 NGVD 29 (07/19/86) 112.98 (m) 370.7 (f) LEVELING 3 EZ5436 EZ5436.Superseded values are not recommended for survey control. EZ5436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5436.See file dsdata.txt to determine how the superseded data were derived. EZ5436 EZ5436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9908569739(NAD 83) EZ5436_MARKER: DE = TRAVERSE STATION DISK EZ5436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5436_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5436_STAMPING: OLD 1967 EZ5436_MARK LOGO: NCGS EZ5436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5436+STABILITY: SURFACE MOTION EZ5436 EZ5436 HISTORY - Date Condition Report By EZ5436 HISTORY - 1967 MONUMENTED NCGS EZ5436 HISTORY - 1969 MARK NOT FOUND NCGS EZ5436 HISTORY - 20040627 MARK NOT FOUND USPSQD EZ5436 EZ5436 STATION DESCRIPTION EZ5436 EZ5436'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ5436'OLD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5436'IN THE VICINITY OF MORRISVILLE, NORTH CAROLINA. EZ5436' EZ5436'OLD IS LOCATED APPROXIMATELY 2.7 MILES ENE OF MORRISVILLE EZ5436'AND 1.6 MILES SW OF RALEIGH-DURHAM AIRPORT. TO REACH STATION EZ5436'PROCEED FROM THE INTERSECTION OF SR 1002 E WITH NC 54 IN EZ5436'MORRISVILLE. GO EASTERLY ON SR 1002 FOR 2.75 MILES TO A TWO EZ5436'STORY FRAME HOUSE ON LEFT, AND STATION ON RIGHT. STATION IS ESE EZ5436'OF SR 1002 ON THE WEST SIDE OF FIELD ROAD AT SOUTH SIDE OF EZ5436'FIELD. EZ5436' EZ5436'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5436'OLD 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5436'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5436' EZ5436'MARK IS EZ5436' EZ5436'53.3 FT ESE OF C/L OF SR 1002 EZ5436' EZ5436'34.6 FT SW OF PP WITH ALUMINUM REF. TAG ON SE SIDE OF SR 1002 EZ5436' EZ5436'39.2 FT SW OF CEDAR TREE AT ANCHOR CABLE WITH ALUMINUM REF. TAG EZ5436' EZ5436'47.0 FT W OF 5 INCH PINE TREE WITH ALUMINUM REF. TAG EZ5436' EZ5436'5.8 FT W OF C/L OF FIELD ROAD EZ5436' EZ5436'37.6 FT S OF W END OF 18 INCH CULVERT UNDER FIELD ROAD EZ5436 EZ5436 STATION RECOVERY (1969) EZ5436 EZ5436'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1969 (WCF) EZ5436'DESTROYED EZ5436 EZ5436 STATION RECOVERY (2004) EZ5436 EZ5436'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ5436'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1910 *********************************************************************** EZ1910 DESIGNATION - OLD DEPOT EZ1910 PID - EZ1910 EZ1910 STATE/COUNTY- NC/WAKE EZ1910 USGS QUAD - WAKE FOREST (1987) EZ1910 EZ1910 *CURRENT SURVEY CONTROL EZ1910 ___________________________________________________________________ EZ1910* NAD 83(1986)- 35 58 44.39210(N) 078 30 35.99774(W) ADJUSTED EZ1910* NAVD 88 - 121.407 (meters) 398.32 (feet) ADJUSTED EZ1910 ___________________________________________________________________ EZ1910 LAPLACE CORR- -7.14 (seconds) DEFLEC99 EZ1910 GEOID HEIGHT- -32.91 (meters) GEOID03 EZ1910 DYNAMIC HT - 121.304 (meters) 397.98 (feet) COMP EZ1910 MODELED GRAV- 979,784.6 (mgal) NAVD 88 EZ1910 EZ1910 HORZ ORDER - SECOND EZ1910 VERT ORDER - FIRST CLASS II EZ1910 EZ1910.The North Carolina HARNS have been completed but, EZ1910.due to contractual restrictions, coordinates for these stations EZ1910.will NOT be published in the near future. In the interim, the EZ1910.published coordinates in North Carolina will not be EZ1910.consistent with the Continuously Operating Reference Stations EZ1910.(CORS). The HARN coordinates for these stations are available EZ1910.upon request. Contact Gary Thompson(919-733-3836). EZ1910. EZ1910.In addition, the published North Carolina positions EZ1910.(NAD 83 (1986)) are NOT consistent with those determined in EZ1910.adjacent state readjustments. The discontinuity between stations EZ1910.located in North Carolina and those in adjacent states EZ1910.which have been adjusted to the HARN may be as much as 5 EZ1910.decimeters. This will result in a significant loss of accuracy EZ1910.over lines crossing such state borders. EZ1910 EZ1910 EZ1910.The horizontal coordinates were established by classical geodetic methods EZ1910.and adjusted by the National Geodetic Survey in July 1986. EZ1910 EZ1910.The orthometric height was determined by differential leveling EZ1910.and adjusted by the National Geodetic Survey in June 1991. EZ1910 EZ1910.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1910 EZ1910.The geoid height was determined by GEOID03. EZ1910 EZ1910.The dynamic height is computed by dividing the NAVD 88 EZ1910.geopotential number by the normal gravity value computed on the EZ1910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1910.degrees latitude (g = 980.6199 gals.). EZ1910 EZ1910.The modeled gravity was interpolated from observed gravity values. EZ1910 EZ1910; North East Units Scale Factor Converg. EZ1910;SPC NC - 247,379.500 653,790.940 MT 0.99995302 +0 16 58.1 EZ1910;SPC NC - 811,610.91 2,144,979.11 sFT 0.99995302 +0 16 58.1 EZ1910;UTM 17 - 3,984,485.962 724,499.402 MT 1.00022107 +1 27 48.5 EZ1910 EZ1910! - Elev Factor x Scale Factor = Combined Factor EZ1910!SPC NC - 0.99998611 x 0.99995302 = 0.99993913 EZ1910!UTM 17 - 0.99998611 x 1.00022107 = 1.00020718 EZ1910 EZ1910: Primary Azimuth Mark Grid Az EZ1910:SPC NC - FIRST CURVE 020 03 44.7 EZ1910:UTM 17 - FIRST CURVE 018 52 54.3 EZ1910 EZ1910|---------------------------------------------------------------------| EZ1910| PID Reference Object Distance Geod. Az | EZ1910| dddmmss.s | EZ1910| EZ5022 FIRST CURVE 402.835 METERS 0202042.8 | EZ1910| EZ4999 WAKE FOREST NORTH MUN TANK APPROX. 0.7 KM 0505008.2 | EZ1910| EZ5023 MTR SHOP 478.770 METERS 1944202.7 | EZ1910| EZ5001 WAKE FOREST SOUTH MUN TANK APPROX. 0.8 KM 1952451.3 | EZ1910| EZ5024 SEMINARY 157.195 METERS 26746 | EZ1910| EZ4997 WAKE FOREST BAP SEMINARY SPIRE 187.983 METERS 31816 | EZ1910|---------------------------------------------------------------------| EZ1910 EZ1910 SUPERSEDED SURVEY CONTROL EZ1910 EZ1910 NAD 27 - 35 58 43.84591(N) 078 30 36.99722(W) AD( ) 2 EZ1910 NGVD 29 (03/05/92) 121.681 (m) 399.22 (f) ADJUSTED 1 2 EZ1910 EZ1910.Superseded values are not recommended for survey control. EZ1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1910.See file dsdata.txt to determine how the superseded data were derived. EZ1910 EZ1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2449984486(NAD 83) EZ1910_MARKER: DE = TRAVERSE STATION DISK EZ1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1910_SP_SET: CONCRETE POST EZ1910_STAMPING: OLD DEPOT 1978 EZ1910_MARK LOGO: NCGS EZ1910_PROJECTION: RECESSED 3 CENTIMETERS EZ1910_MAGNETIC: N = NO MAGNETIC MATERIAL EZ1910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1910+STABILITY: SURFACE MOTION EZ1910_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ1910+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2004 EZ1910 EZ1910 HISTORY - Date Condition Report By EZ1910 HISTORY - 1978 MONUMENTED NCGS EZ1910 HISTORY - 1980 GOOD NCGS EZ1910 HISTORY - 1985 GOOD USPSQD EZ1910 HISTORY - 1987 GOOD USPSQD EZ1910 HISTORY - 20041128 GOOD USPSQD EZ1910 EZ1910 STATION DESCRIPTION EZ1910 EZ1910'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ1910'THE STATION IS LOCATED IN THE CENTER OF WAKE FOREST ON THE WEST SIDE EZ1910'OF THE SEABOARD COAST LINE RAILROAD BETWEEN NC 98 UNDERPASS AND THE EZ1910'CHAMBER OF COMMERCE BRICK BUILDING (FORMERLY THE OLD RAILROAD DEPOT) EZ1910'AND APPROXIMATELY 250 FEET SOUTH OF THE EAST ENTRANCE TO THE EZ1910'SOUTHEASTERN BAPTIST SEMINARY CAMPUS. EZ1910' EZ1910'STATION MARK IS A STANDARD DISK STAMPED---OLD DEPOT 1978---SET IN THE EZ1910'TOP OF A CONCRETE CYLINDER WHICH IS 1 INCH BELOW THE GROUND SURFACE. EZ1910'THE MARK IS 180.5 FEET SOUTHWEST OF CENTERLINE OF RAILROAD OVERPASS OF EZ1910'NC 98, 19.6 FEET WEST-NORTHWEST OF WESTERNMOST RAIL OF RAILROAD, 94.9 EZ1910'FEET NORTHEAST OF NORTHWEST CORNER OF CHAMBER OF COMMERCE BUILDING, EZ1910'49.8 FEET EAST OF NORTHERNMOST END OF CONCRETE WALL, 81.2 FEET SOUTH EZ1910'OF TELEGRAPH POLE WITH REFERENCE TAG AND 12.6 FEET NORTH-NORTHEAST OF EZ1910'A RAILROAD SAFETY POST WITH REFERENCE TAG. EZ1910 EZ1910 STATION RECOVERY (1980) EZ1910 EZ1910'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ1910'IN WAKE FOREST. EZ1910'NEAR CENTER OF WAKE FOREST ON SOUTH SIDE OF THE N.C. 98 UNDERPASS EZ1910'OF THE SEABOARD COAST LINE RAILROAD, ON WEST SIDE OF RAILROAD AT EZ1910'NORTH END OF THE CHAMBER OF COMMERCE BRICK BUILDING (FORMERLY EZ1910'RAILROAD DEPOT), APPROXIMATELY 250 FEET SOUTH OF THE ENTRANCE EZ1910'TO SOUTHWESTERN BAPTIST SEMINARY CAMPUS, 180.5 FEET SOUTHWEST EZ1910'OF THE CENTER OF THE RAILROAD OVERPASS OF N.C. 98, 19.6 FEET EZ1910'WEST-NORTHWEST OF WEST RAIL OF RAILROAD, 94.9 FEET NORTHEAST OF EZ1910'NORTHWEST CORNER OF CHAMBER OF COMMERCE BUILDING, 49.8 FEET EAST EZ1910'OF NORTHERNMOST END OF CONCRETE WALL, 81.2 FEET SOUTH OF TELEGRAPH EZ1910'POLE WITH REFERENCE TAG AND 12.6 FEET NORTHEAST OF RAILROAD EZ1910'SAFETY POST WITH REFERENCE TAG. EZ1910'THE MARK IS 1 FT BELOW TRACK. EZ1910 EZ1910 STATION RECOVERY (1985) EZ1910 EZ1910'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ1910'RECOVERED IN GOOD CONDITION. EZ1910 EZ1910 STATION RECOVERY (1987) EZ1910 EZ1910'RECOVERY NOTE BY US POWER SQUADRON 1987 (SM) EZ1910'RECOVERED IN GOOD CONDITION. EZ1910 EZ1910 STATION RECOVERY (2004) EZ1910 EZ1910'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ1910'RECOVERED AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3269 *********************************************************************** EZ3269 DESIGNATION - OLDTRYON EZ3269 PID - EZ3269 EZ3269 STATE/COUNTY- NC/WAKE EZ3269 USGS QUAD - RALEIGH WEST (1988) EZ3269 EZ3269 *CURRENT SURVEY CONTROL EZ3269 ___________________________________________________________________ EZ3269* NAD 83(1986)- 35 45 00.10793(N) 078 42 28.61280(W) ADJUSTED EZ3269* NAVD 88 - 141.241 (meters) 463.39 (feet) ADJUSTED EZ3269 ___________________________________________________________________ EZ3269 LAPLACE CORR- -6.63 (seconds) DEFLEC99 EZ3269 GEOID HEIGHT- -32.69 (meters) GEOID03 EZ3269 DYNAMIC HT - 141.118 (meters) 462.98 (feet) COMP EZ3269 MODELED GRAV- 979,761.6 (mgal) NAVD 88 EZ3269 EZ3269 HORZ ORDER - SECOND EZ3269 VERT ORDER - FIRST CLASS II EZ3269 EZ3269.The North Carolina HARNS have been completed but, EZ3269.due to contractual restrictions, coordinates for these stations EZ3269.will NOT be published in the near future. In the interim, the EZ3269.published coordinates in North Carolina will not be EZ3269.consistent with the Continuously Operating Reference Stations EZ3269.(CORS). The HARN coordinates for these stations are available EZ3269.upon request. Contact Gary Thompson(919-733-3836). EZ3269. EZ3269.In addition, the published North Carolina positions EZ3269.(NAD 83 (1986)) are NOT consistent with those determined in EZ3269.adjacent state readjustments. The discontinuity between stations EZ3269.located in North Carolina and those in adjacent states EZ3269.which have been adjusted to the HARN may be as much as 5 EZ3269.decimeters. This will result in a significant loss of accuracy EZ3269.over lines crossing such state borders. EZ3269 EZ3269 EZ3269.The horizontal coordinates were established by classical geodetic methods EZ3269.and adjusted by the National Geodetic Survey in December 1992. EZ3269 EZ3269.The orthometric height was determined by differential leveling EZ3269.and adjusted by the National Geodetic Survey in June 1991. EZ3269 EZ3269.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3269 EZ3269.The geoid height was determined by GEOID03. EZ3269 EZ3269.The dynamic height is computed by dividing the NAVD 88 EZ3269.geopotential number by the normal gravity value computed on the EZ3269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ3269.degrees latitude (g = 980.6199 gals.). EZ3269 EZ3269.The modeled gravity was interpolated from observed gravity values. EZ3269 EZ3269; North East Units Scale Factor Converg. EZ3269;SPC NC - 221,905.596 636,014.148 MT 0.99991031 +0 10 06.8 EZ3269;SPC NC - 728,035.28 2,086,656.42 sFT 0.99991031 +0 10 06.8 EZ3269;UTM 17 - 3,958,646.348 707,244.840 MT 1.00012929 +1 20 22.6 EZ3269 EZ3269! - Elev Factor x Scale Factor = Combined Factor EZ3269!SPC NC - 0.99998296 x 0.99991031 = 0.99989327 EZ3269!UTM 17 - 0.99998296 x 1.00012929 = 1.00011225 EZ3269 EZ3269 SUPERSEDED SURVEY CONTROL EZ3269 EZ3269 NGVD 29 (12/28/92) 141.50 (m) 464.2 (f) LEVELING 3 EZ3269 EZ3269.Superseded values are not recommended for survey control. EZ3269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3269.See file dsdata.txt to determine how the superseded data were derived. EZ3269 EZ3269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0724558646(NAD 83) EZ3269_MARKER: DH = HORIZONTAL CONTROL DISK EZ3269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3269_SP_SET: CONCRETE POST EZ3269_STAMPING: OLDTRYON 1984 EZ3269_MARK LOGO: NCGS EZ3269_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ3269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3269+STABILITY: SURFACE MOTION EZ3269 EZ3269 HISTORY - Date Condition Report By EZ3269 HISTORY - 1984 MONUMENTED NCGS EZ3269 HISTORY - 1984 GOOD NCGS EZ3269 HISTORY - 1987 GOOD USPSQD EZ3269 HISTORY - 19880601 GOOD NCGS EZ3269 HISTORY - 20030408 MARK NOT FOUND USPSQD EZ3269 HISTORY - 20040521 MARK NOT FOUND USPSQD EZ3269 EZ3269 STATION DESCRIPTION EZ3269 EZ3269'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ3269'THE STATION IS LOCATED ABOUT 7.1 KM (4.4 MI) SOUTHWEST OF THE EZ3269'CAPITOL SQUARE IN RALEIGH. EZ3269' EZ3269'LOCATED 2.4 KM (1.5 MI) EAST OF SWIFT CREEK SCHOOL AT THE EZ3269'INTERSECTION OF LAKE DAM ROAD (SR 1427) AND TRYON ROAD (SR 1009). EZ3269' EZ3269'THE STATION IS A STANDARD NCGS DISK STAMPED---OLDTRYON 1984---, EZ3269'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ3269'25 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EZ3269'20.9 METERS (68.5 FT) NORTH OF THE CENTERLINE OF SR 1009, EZ3269'9.2 METERS (29.9 FT) EAST-SOUTHEAST OF THE CENTERLINE OF SR EZ3269'1427--AND EZ3269'5.4 METERS (17.8 FT) SOUTH OF A POWER POLE WITH A TRANSFORMER, EZ3269'33.0 METERS (108.0 FT) NORTH OF A SERVICE POLE--BOTH WITH REFERENCE EZ3269'TAGS. EZ3269' EZ3269'MARK IS 3 FT ABOVE ROAD. EZ3269 EZ3269 STATION RECOVERY (1984) EZ3269 EZ3269'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ3269'7.1 KM (4.4 MI) SW FROM RALEIGH. EZ3269'THE STATION IS LOCATED ABOUT 7.1 KM (4.4 MI) SOUTHWEST OF THE CAPITOL EZ3269'SQUARE IN RALEIGH. LOCATED 2.4 KM (1.5 MI) EAST OF SWIFT CREEK EZ3269'SCHOOL AT THE INTERSECTION OF LAKE DAM ROAD (SR 1427) AND TRYON ROAD EZ3269'(SR 1009). THE STATION IS A STANDARD NCGS DISK STAMPED---OLDTRYON EZ3269'1984---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN EZ3269'DIAMETER FLUSH WITH GROUND. LOCATED 20.9 METERS (68.5 FT) NORTH OF EZ3269'THE CENTERLINE OF SR 1009, 9.2 METERS (29.9 FT) EAST-SOUTHEAST OF THE EZ3269'CENTERLINE OF SR 1427--AND 5.4 METERS (17.8 FT) SOUTH OF A POWER POLE EZ3269'WITH A TRANSFORMER, 33.0 METERS (108.0 FT) NORTH OF A SERVICE EZ3269'POLE--BOTH WITH REFERENCE TAGS. EZ3269 EZ3269 STATION RECOVERY (1987) EZ3269 EZ3269'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ3269'RECOVERED IN GOOD CONDITION. EZ3269 EZ3269 STATION RECOVERY (1988) EZ3269 EZ3269'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ3269'MARK IS NOW LEVEL WITH ROAD. EZ3269 EZ3269 STATION RECOVERY (2003) EZ3269 EZ3269'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ3269'ROAD WIDENED EZ3269 EZ3269 STATION RECOVERY (2004) EZ3269 EZ3269'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ3269'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2388 *********************************************************************** EZ2388 DESIGNATION - OLIVE EZ2388 PID - EZ2388 EZ2388 STATE/COUNTY- NC/WAKE EZ2388 USGS QUAD - ZEBULON (1981) EZ2388 EZ2388 *CURRENT SURVEY CONTROL EZ2388 ___________________________________________________________________ EZ2388* NAD 83(1986)- 35 50 33.42799(N) 078 19 42.80439(W) ADJUSTED EZ2388* NAVD 88 - 105.217 (meters) 345.20 (feet) ADJUSTED EZ2388 ___________________________________________________________________ EZ2388 LAPLACE CORR- -4.36 (seconds) DEFLEC99 EZ2388 GEOID HEIGHT- -33.97 (meters) GEOID03 EZ2388 DYNAMIC HT - 105.125 (meters) 344.90 (feet) COMP EZ2388 MODELED GRAV- 979,751.4 (mgal) NAVD 88 EZ2388 EZ2388 HORZ ORDER - SECOND EZ2388 VERT ORDER - SECOND CLASS II EZ2388 EZ2388.The North Carolina HARNS have been completed but, EZ2388.due to contractual restrictions, coordinates for these stations EZ2388.will NOT be published in the near future. In the interim, the EZ2388.published coordinates in North Carolina will not be EZ2388.consistent with the Continuously Operating Reference Stations EZ2388.(CORS). The HARN coordinates for these stations are available EZ2388.upon request. Contact Gary Thompson(919-733-3836). EZ2388. EZ2388.In addition, the published North Carolina positions EZ2388.(NAD 83 (1986)) are NOT consistent with those determined in EZ2388.adjacent state readjustments. The discontinuity between stations EZ2388.located in North Carolina and those in adjacent states EZ2388.which have been adjusted to the HARN may be as much as 5 EZ2388.decimeters. This will result in a significant loss of accuracy EZ2388.over lines crossing such state borders. EZ2388 EZ2388 EZ2388.The horizontal coordinates were established by classical geodetic methods EZ2388.and adjusted by the National Geodetic Survey in July 1986. EZ2388 EZ2388.The orthometric height was determined by differential leveling EZ2388.and adjusted by the National Geodetic Survey in June 1991. EZ2388 EZ2388.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2388 EZ2388.The geoid height was determined by GEOID03. EZ2388 EZ2388.The dynamic height is computed by dividing the NAVD 88 EZ2388.geopotential number by the normal gravity value computed on the EZ2388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2388.degrees latitude (g = 980.6199 gals.). EZ2388 EZ2388.The modeled gravity was interpolated from observed gravity values. EZ2388 EZ2388; North East Units Scale Factor Converg. EZ2388;SPC NC - 232,344.250 670,256.103 MT 0.99992565 +0 23 15.1 EZ2388;SPC NC - 762,282.76 2,198,998.56 sFT 0.99992565 +0 23 15.1 EZ2388;UTM 17 - 3,969,787.876 741,276.011 MT 1.00031739 +1 33 54.2 EZ2388 EZ2388! - Elev Factor x Scale Factor = Combined Factor EZ2388!SPC NC - 0.99998882 x 0.99992565 = 0.99991447 EZ2388!UTM 17 - 0.99998882 x 1.00031739 = 1.00030620 EZ2388 EZ2388 SUPERSEDED SURVEY CONTROL EZ2388 EZ2388 NAD 27 - 35 50 32.87380(N) 078 19 43.80675(W) AD( ) 2 EZ2388 NGVD 29 (??/??/92) 105.499 (m) 346.12 (f) ADJ UNCH 2 2 EZ2388 EZ2388.Superseded values are not recommended for survey control. EZ2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2388.See file dsdata.txt to determine how the superseded data were derived. EZ2388 EZ2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4127669788(NAD 83) EZ2388_MARKER: DE = TRAVERSE STATION DISK EZ2388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2388_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2388_STAMPING: OLIVE 1969 EZ2388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2388+STABILITY: SURFACE MOTION EZ2388 EZ2388 HISTORY - Date Condition Report By EZ2388 HISTORY - 1969 MONUMENTED NCGS EZ2388 HISTORY - 1976 GOOD NCGS EZ2388 HISTORY - 20041130 MARK NOT FOUND USPSQD EZ2388 EZ2388 STATION DESCRIPTION EZ2388 EZ2388'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ2388'OLIVE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ2388'THE VICINITY OF ZEBULON, NORTH CAROLINA. EZ2388' EZ2388'OLIVE IS LOCATED APPROXIMATELY 1.5 MILES NORTHWEST OF ZEBULON. TO EZ2388'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 264, U.S. 64, EZ2388'NC 97 AND NC 96 IN ZEBULON, GO NORTHWEST ON NC 96 FOR 1.45 MILES EZ2388'TO STATION ON LEFT, WHICH IS 0.1 MILE SOUTHEAST OF SR 2320 AND EZ2388'APPROXIMATELY 200 FEET SOUTHEAST OF OLIVE SERVICE STORE. EZ2388' EZ2388'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2388'OLIVE 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ2388'IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ2388' EZ2388'MARK IS EZ2388' EZ2388'31.5 FT SW OF C/L OF NC 96 EZ2388' EZ2388'3.9 FT E OF PINE STATE SIGN, WITH ALUMINUM REF. TAG EZ2388' EZ2388'100.6 FT W OF TP WITH ALUMINUM REF. TAG EZ2388' EZ2388'136.4 FT WNW OF PP W/TRANSFORMER AND WITH ALUMINUM REF. TAG EZ2388' EZ2388'131.2 FT NNW OF PP WITH ALUMINUM REF. TAG EZ2388 EZ2388 STATION RECOVERY (1976) EZ2388 EZ2388'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2388'1.5 MI NW FROM ZEBULON. EZ2388'TO REACH STATION FROM THE NC 96 OVERPASS OF US 64 BYPASS AT NORTH EDGE EZ2388'OF ZEBULON, PROCEED NORTHWESTERLY ALONG NC 96 FOR 0.7 MILE TO STATION EZ2388'ON LEFT, APPROXIMATELY 200 FEET NW OF SR 2368, ABOUT 200 FEET EZ2388'SOUTHEAST OF OLIVE SERVICE STORE. 31.5 FT. SW OF CENTERLINE OF NC 96, EZ2388'100.6 FT. W OF TP WITH ALUMINUM REF. TAG, 136.4 FT. WNW OF POWER POLE EZ2388'WITH TRANSFORMER AND WITH ALUMINUM REF. TAG, 131.2 FT. NNW OF POWER EZ2388'POLE WITH ALUMINUM REF. TAG AND 100.4 FT. ESE OF A 12 INCH PINE WITH EZ2388'ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER, 1 INCH BELOW THE EZ2388'SURFACE OF THE GROUND. EZ2388 EZ2388 STATION RECOVERY (2004) EZ2388 EZ2388'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ2388'MARK NOT FOUND, NO REFERENCE MARKS REMAIN,AREA IS NOW A MEXICAN MEAT EZ2388'MARKET WITH ASPHALT PARKING LOT 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7320 *********************************************************************** AE7320 DESIGNATION - OLIVET AE7320 PID - AE7320 AE7320 STATE/COUNTY- NC/WAKE AE7320 USGS QUAD - RALEIGH WEST (1988) AE7320 AE7320 *CURRENT SURVEY CONTROL AE7320 ___________________________________________________________________ AE7320* NAD 83(1986)- 35 49 37.85084(N) 078 42 13.43922(W) ADJUSTED AE7320* NAVD 88 - 133.9 (meters) 439. (feet) VERTCON AE7320 ___________________________________________________________________ AE7320 LAPLACE CORR- -7.02 (seconds) DEFLEC99 AE7320 GEOID HEIGHT- -32.52 (meters) GEOID03 AE7320 AE7320 HORZ ORDER - SECOND AE7320 AE7320.The North Carolina HARNS have been completed but, AE7320.due to contractual restrictions, coordinates for these stations AE7320.will NOT be published in the near future. In the interim, the AE7320.published coordinates in North Carolina will not be AE7320.consistent with the Continuously Operating Reference Stations AE7320.(CORS). The HARN coordinates for these stations are available AE7320.upon request. Contact Gary Thompson(919-733-3836). AE7320. AE7320.In addition, the published North Carolina positions AE7320.(NAD 83 (1986)) are NOT consistent with those determined in AE7320.adjacent state readjustments. The discontinuity between stations AE7320.located in North Carolina and those in adjacent states AE7320.which have been adjusted to the HARN may be as much as 5 AE7320.decimeters. This will result in a significant loss of accuracy AE7320.over lines crossing such state borders. AE7320 AE7320 AE7320.The horizontal coordinates were established by classical geodetic methods AE7320.and adjusted by the National Geodetic Survey in March 1998. AE7320 AE7320.The NAVD 88 height was computed by applying the VERTCON shift value to AE7320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7320 AE7320.The Laplace correction was computed from DEFLEC99 derived deflections. AE7320 AE7320.The geoid height was determined by GEOID03. AE7320 AE7320; North East Units Scale Factor Converg. AE7320;SPC NC - 230,466.247 636,369.791 MT 0.99992291 +0 10 15.6 AE7320;SPC NC - 756,121.35 2,087,823.22 sFT 0.99992291 +0 10 15.6 AE7320;UTM 17 - 3,967,214.310 707,425.303 MT 1.00013020 +1 20 40.5 AE7320 AE7320! - Elev Factor x Scale Factor = Combined Factor AE7320!SPC NC - 0.99998409 x 0.99992291 = 0.99990700 AE7320!UTM 17 - 0.99998409 x 1.00013020 = 1.00011428 AE7320 AE7320 SUPERSEDED SURVEY CONTROL AE7320 AE7320 NGVD 29 (03/10/98) 134.2 (m) 440. (f) VERT ANG AE7320 AE7320.Superseded values are not recommended for survey control. AE7320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7320.See file dsdata.txt to determine how the superseded data were derived. AE7320 AE7320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0742567214(NAD 83) AE7320_MARKER: DH = HORIZONTAL CONTROL DISK AE7320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7320_STAMPING: OLIVET 1986 AE7320_MARK LOGO: NCGS AE7320_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7320+STABILITY: SURFACE MOTION AE7320 AE7320 HISTORY - Date Condition Report By AE7320 HISTORY - 1986 MONUMENTED NCGS AE7320 AE7320 STATION DESCRIPTION AE7320 AE7320'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7320'STATION IS LOCATED ABOUT 7.9 KM (4.90 MI) NORTHWEST OF CAPITOL SQUARE, AE7320'IN NORTHWEST RALEIGH. ALONG SR 3009 (EDWARDS MILL ROAD) FOR 2.7 KM AE7320'(1.65 MI) SOUTHWEST FROM THE US 70-NC 50 INTERSECTION, TO OLIVET AE7320'BAPTIST CHURCH ENTRANCE DRIVE, IN THE SOUTH QUADRANT. MARK IS RECESSED AE7320'1 INCH BELOW GROUND AND IS 1 FOOT (0.3 M) HIGHER THAN THE HIGHWAY. AE7320'LOCATED 8.7 M (28.5 FT) EAST-SOUTHEAST OF THE CENTERLINE OF SR 3009, AE7320'7.1 M (23.3 FT) SOUTHWEST OF THE CENTERLINE OF THE CHURCH ENTRANCE, AE7320'3.6 M (11.8 FT) SOUTH-SOUTHEAST OF THE SOUTHWEST END OF A CULVERT AE7320'UNDER THE CHURCH ENTRANCE, 10.3 M (33.8 FT) EAST-NORTHEAST OF THE AE7320'NORTHEAST END OF THE CULVERT UNDER THE DRIVE--AND 2.3 M (7.5 FT) AE7320'NORTHEAST OF A POWER POLE WITH A TRANSFORMER, 8.1 M (26.6 FT) AE7320'WEST-NORTHWEST OF A 14-INCH PINE TREE--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3273 *********************************************************************** EZ3273 DESIGNATION - ONEAL EZ3273 PID - EZ3273 EZ3273 STATE/COUNTY- NC/WAKE EZ3273 USGS QUAD - RALEIGH WEST (1988) EZ3273 EZ3273 *CURRENT SURVEY CONTROL EZ3273 ___________________________________________________________________ EZ3273* NAD 83(1986)- 35 45 16.99015(N) 078 38 26.67002(W) ADJUSTED EZ3273* NAVD 88 - 81.810 (meters) 268.40 (feet) ADJUSTED EZ3273 ___________________________________________________________________ EZ3273 LAPLACE CORR- -7.43 (seconds) DEFLEC99 EZ3273 GEOID HEIGHT- -32.96 (meters) GEOID03 EZ3273 DYNAMIC HT - 81.739 (meters) 268.17 (feet) COMP EZ3273 MODELED GRAV- 979,762.3 (mgal) NAVD 88 EZ3273 EZ3273 HORZ ORDER - SECOND EZ3273 VERT ORDER - FIRST CLASS II EZ3273 EZ3273.The North Carolina HARNS have been completed but, EZ3273.due to contractual restrictions, coordinates for these stations EZ3273.will NOT be published in the near future. In the interim, the EZ3273.published coordinates in North Carolina will not be EZ3273.consistent with the Continuously Operating Reference Stations EZ3273.(CORS). The HARN coordinates for these stations are available EZ3273.upon request. Contact Gary Thompson(919-733-3836). EZ3273. EZ3273.In addition, the published North Carolina positions EZ3273.(NAD 83 (1986)) are NOT consistent with those determined in EZ3273.adjacent state readjustments. The discontinuity between stations EZ3273.located in North Carolina and those in adjacent states EZ3273.which have been adjusted to the HARN may be as much as 5 EZ3273.decimeters. This will result in a significant loss of accuracy EZ3273.over lines crossing such state borders. EZ3273 EZ3273 EZ3273.The horizontal coordinates were established by classical geodetic methods EZ3273.and adjusted by the National Geodetic Survey in December 1992. EZ3273 EZ3273.The orthometric height was determined by differential leveling EZ3273.and adjusted by the National Geodetic Survey in June 1991. EZ3273 EZ3273.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3273 EZ3273.The geoid height was determined by GEOID03. EZ3273 EZ3273.The dynamic height is computed by dividing the NAVD 88 EZ3273.geopotential number by the normal gravity value computed on the EZ3273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ3273.degrees latitude (g = 980.6199 gals.). EZ3273 EZ3273.The modeled gravity was interpolated from observed gravity values. EZ3273 EZ3273; North East Units Scale Factor Converg. EZ3273;SPC NC - 222,445.806 642,090.322 MT 0.99991103 +0 12 26.5 EZ3273;SPC NC - 729,807.62 2,106,591.33 sFT 0.99991103 +0 12 26.5 EZ3273;UTM 17 - 3,959,310.816 713,310.122 MT 1.00016072 +1 22 44.7 EZ3273 EZ3273! - Elev Factor x Scale Factor = Combined Factor EZ3273!SPC NC - 0.99999233 x 0.99991103 = 0.99990336 EZ3273!UTM 17 - 0.99999233 x 1.00016072 = 1.00015305 EZ3273 EZ3273 SUPERSEDED SURVEY CONTROL EZ3273 EZ3273 NGVD 29 (12/28/92) 82.08 (m) 269.3 (f) LEVELING 3 EZ3273 EZ3273.Superseded values are not recommended for survey control. EZ3273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3273.See file dsdata.txt to determine how the superseded data were derived. EZ3273 EZ3273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1331059311(NAD 83) EZ3273_MARKER: DE = TRAVERSE STATION DISK EZ3273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3273_SP_SET: CONCRETE POST EZ3273_STAMPING: ONEAL 1984 EZ3273_MARK LOGO: NCGS EZ3273_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ3273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3273+STABILITY: SURFACE MOTION EZ3273 EZ3273 HISTORY - Date Condition Report By EZ3273 HISTORY - 1984 MONUMENTED NCGS EZ3273 HISTORY - 1984 GOOD NCGS EZ3273 HISTORY - 1985 GOOD USPSQD EZ3273 HISTORY - 1987 GOOD USPSQD EZ3273 EZ3273 STATION DESCRIPTION EZ3273 EZ3273'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ3273'THE STATION IS LOCATED ABOUT 2.7 KM (1.7 MI) EZ3273'SOUTH OF THE CAPITOL SQUARE IN RALEIGH. EZ3273' EZ3273'AT THE I 40 OVERPASS OF US 70-US 401 BUSINESS (SOUTH WILMINGTON EZ3273'STREET), NEAR THE NORTHEAST CORNER OF THE BRIDGE AND ON THE NORTH EZ3273'SIDE OF THE GUARD RAIL. EZ3273' EZ3273'THE STATION IS A STANDARD NCGS DISK STAMPED---ONEAL 1984---, EZ3273'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ3273'25 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EZ3273'4.4 METERS (14.4 FT) NORTH OF THE EDGE OF THE PAVEMENT, EZ3273'17.2 METERS (56.4 FT) EAST OF THE EAST END OF THE NORTH BRIDGE RAIL, EZ3273'2.6 METERS (8.5 FT) EAST-SOUTHEAST OF THE SOUTH POLE OF A SIGN WITH EZ3273'A REFERENCE TAG, EZ3273'4.3 METERS (14.0 FT) WEST-NORTHWEST OF A REFLECTOR POST, AND EZ3273'4.9 METERS (16.0 FT) NORTH-NORTHEAST OF THE --0+00--HIGHWAY STATION EZ3273'IMPRINT. EZ3273' EZ3273'MARK IS LEVEL WITH THE WEST BOUND LANES. EZ3273 EZ3273 STATION RECOVERY (1984) EZ3273 EZ3273'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ3273'2.7 KM (1.7 MI) SOUTH FROM RALEIGH. EZ3273'THE STATION IS LOCATED ABOUT 2.7 KM (1.7 MI) SOUTH OF THE CAPITOL EZ3273'SQUARE IN RALEIGH. AT THE I 40 OVERPASS OF US 70-US 401 BUSINESS EZ3273'(SOUTH WILMINGTON STREET), NEAR THE NORTHEAST CORNER OF THE BRIDGE EZ3273'AND ON THE NORTH SIDE OF THE GUARD RAIL. THE STATION IS A STANDARD EZ3273'NCGS DISK STAMPED---ONEAL 1984---, SET INTO THE TOP OF A ROUND EZ3273'CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND. LOCATED 4.4 EZ3273'METERS (14.4 FT) NORTH OF THE EDGE OF THE PAVEMENT, 17.2 METERS (56.4 EZ3273'FT) EAST OF THE EAST END OF THE NORTH BRIDGE RAIL, 2.6 METERS (8.5 EZ3273'FT) EAST-SOUTHEAST OF THE SOUTH POLE OF A SIGN WITH A REFERENCE TAG, EZ3273'4.3 METERS (14.0 FT) WEST-NORTHWEST OF A REFLECTOR POST, AND 4.9 EZ3273'METERS (16.0 FT) NORTH-NORTHEAST OF THE --0+00--HIGHWAY STATION EZ3273'IMPRINT. EZ3273 EZ3273 STATION RECOVERY (1985) EZ3273 EZ3273'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ3273'RECOVERED IN GOOD CONDITION. EZ3273 EZ3273 STATION RECOVERY (1987) EZ3273 EZ3273'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ3273'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5382 *********************************************************************** EZ5382 DESIGNATION - OPTICAL EZ5382 PID - EZ5382 EZ5382 STATE/COUNTY- NC/WAKE EZ5382 USGS QUAD - SOUTHEAST DURHAM (1993) EZ5382 EZ5382 *CURRENT SURVEY CONTROL EZ5382 ___________________________________________________________________ EZ5382* NAD 83(1986)- 35 53 41.07920(N) 078 45 21.90617(W) ADJUSTED EZ5382* NAVD 88 - 145.9 (meters) 479. (feet) VERTCON EZ5382 ___________________________________________________________________ EZ5382 LAPLACE CORR- -6.43 (seconds) DEFLEC99 EZ5382 GEOID HEIGHT- -32.12 (meters) GEOID03 EZ5382 EZ5382 HORZ ORDER - SECOND EZ5382 EZ5382.The North Carolina HARNS have been completed but, EZ5382.due to contractual restrictions, coordinates for these stations EZ5382.will NOT be published in the near future. In the interim, the EZ5382.published coordinates in North Carolina will not be EZ5382.consistent with the Continuously Operating Reference Stations EZ5382.(CORS). The HARN coordinates for these stations are available EZ5382.upon request. Contact Gary Thompson(919-733-3836). EZ5382. EZ5382.In addition, the published North Carolina positions EZ5382.(NAD 83 (1986)) are NOT consistent with those determined in EZ5382.adjacent state readjustments. The discontinuity between stations EZ5382.located in North Carolina and those in adjacent states EZ5382.which have been adjusted to the HARN may be as much as 5 EZ5382.decimeters. This will result in a significant loss of accuracy EZ5382.over lines crossing such state borders. EZ5382 EZ5382 EZ5382.The horizontal coordinates were established by classical geodetic methods EZ5382.and adjusted by the National Geodetic Survey in July 1986. EZ5382 EZ5382.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5382 EZ5382.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5382 EZ5382.The geoid height was determined by GEOID03. EZ5382 EZ5382; North East Units Scale Factor Converg. EZ5382;SPC NC - 237,949.420 631,621.235 MT 0.99993544 +0 08 26.8 EZ5382;SPC NC - 780,672.39 2,072,244.00 sFT 0.99993544 +0 08 26.8 EZ5382;UTM 17 - 3,974,599.977 702,523.441 MT 1.00010543 +1 18 57.8 EZ5382 EZ5382! - Elev Factor x Scale Factor = Combined Factor EZ5382!SPC NC - 0.99998214 x 0.99993544 = 0.99991758 EZ5382!UTM 17 - 0.99998214 x 1.00010543 = 1.00008756 EZ5382 EZ5382: Primary Azimuth Mark Grid Az EZ5382:SPC NC - UMSTEAD 129 22 24.7 EZ5382:UTM 17 - UMSTEAD 128 11 53.7 EZ5382 EZ5382|---------------------------------------------------------------------| EZ5382| PID Reference Object Distance Geod. Az | EZ5382| dddmmss.s | EZ5382| EZ0946 UMSTEAD 465.607 METERS 1293051.5 | EZ5382|---------------------------------------------------------------------| EZ5382 EZ5382 SUPERSEDED SURVEY CONTROL EZ5382 EZ5382 NAD 27 - 35 53 40.55376(N) 078 45 22.88549(W) AD( ) 2 EZ5382 NGVD 29 (07/19/86) 146.2 (m) 480. (f) VERT ANG EZ5382 EZ5382.Superseded values are not recommended for survey control. EZ5382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5382.See file dsdata.txt to determine how the superseded data were derived. EZ5382 EZ5382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0252374600(NAD 83) EZ5382_MARKER: DE = TRAVERSE STATION DISK EZ5382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5382_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5382_STAMPING: OPTICAL 1961 EZ5382_MARK LOGO: NCGS EZ5382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5382+STABILITY: SURFACE MOTION EZ5382 EZ5382 HISTORY - Date Condition Report By EZ5382 HISTORY - 1961 MONUMENTED NCGS EZ5382 EZ5382 STATION DESCRIPTION EZ5382 EZ5382'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ5382'OPTICAL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5382'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5382' EZ5382'OPTICAL IS 10.7 MILES NW OF RALEIGH. PROCEED WEST ON U.S. EZ5382'70 FOR 5.3 MILES TO BRIDGE OVER CRABTREE CREEK, CONTINUE ON EZ5382'U.S. 70 6.5 MILES TO STATION OR 0.7 MILES W OF INTERSECTION OF EZ5382'U.S. 70 AND RALEIGH-DURHAM AIRPORT RD. STATION IS EZ5382'APPROXIMATELY 200 FT NW OF NW CORNER OF AMERICAN OPTICAL CO. EZ5382'BUILDING. EZ5382' EZ5382'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5382'OPTICAL 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5382'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ5382' EZ5382'MARK IS EZ5382' EZ5382'125.0 FT NE OF NE CORNER OF TWO STORY FRAME RESIDENCE EZ5382' EZ5382'71.7 FT E OF 3 LEAD NAILS IN C/L OF CROSSOVER EZ5382' EZ5382'6.5 FT N OF EDGE OF E LANE OF U.S. 70 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0945 *********************************************************************** EZ0945 DESIGNATION - OPTICAL 2 EZ0945 PID - EZ0945 EZ0945 STATE/COUNTY- NC/WAKE EZ0945 USGS QUAD - SOUTHEAST DURHAM (1993) EZ0945 EZ0945 *CURRENT SURVEY CONTROL EZ0945 ___________________________________________________________________ EZ0945* NAD 83(1986)- 35 53 41.05866(N) 078 45 21.48416(W) ADJUSTED EZ0945* NAVD 88 - 146.041 (meters) 479.14 (feet) ADJUSTED EZ0945 ___________________________________________________________________ EZ0945 LAPLACE CORR- -6.43 (seconds) DEFLEC99 EZ0945 GEOID HEIGHT- -32.12 (meters) GEOID03 EZ0945 DYNAMIC HT - 145.918 (meters) 478.73 (feet) COMP EZ0945 MODELED GRAV- 979,786.3 (mgal) NAVD 88 EZ0945 EZ0945 HORZ ORDER - SECOND EZ0945 VERT ORDER - SECOND CLASS 0 EZ0945 EZ0945.The North Carolina HARNS have been completed but, EZ0945.due to contractual restrictions, coordinates for these stations EZ0945.will NOT be published in the near future. In the interim, the EZ0945.published coordinates in North Carolina will not be EZ0945.consistent with the Continuously Operating Reference Stations EZ0945.(CORS). The HARN coordinates for these stations are available EZ0945.upon request. Contact Gary Thompson(919-733-3836). EZ0945. EZ0945.In addition, the published North Carolina positions EZ0945.(NAD 83 (1986)) are NOT consistent with those determined in EZ0945.adjacent state readjustments. The discontinuity between stations EZ0945.located in North Carolina and those in adjacent states EZ0945.which have been adjusted to the HARN may be as much as 5 EZ0945.decimeters. This will result in a significant loss of accuracy EZ0945.over lines crossing such state borders. EZ0945 EZ0945 EZ0945.The horizontal coordinates were established by classical geodetic methods EZ0945.and adjusted by the National Geodetic Survey in July 1986. EZ0945 EZ0945.The orthometric height was determined by differential leveling EZ0945.and adjusted by the National Geodetic Survey in June 1991. EZ0945 EZ0945.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0945 EZ0945.The geoid height was determined by GEOID03. EZ0945 EZ0945.The dynamic height is computed by dividing the NAVD 88 EZ0945.geopotential number by the normal gravity value computed on the EZ0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0945.degrees latitude (g = 980.6199 gals.). EZ0945 EZ0945.The modeled gravity was interpolated from observed gravity values. EZ0945 EZ0945; North East Units Scale Factor Converg. EZ0945;SPC NC - 237,948.813 631,631.819 MT 0.99993544 +0 08 27.1 EZ0945;SPC NC - 780,670.40 2,072,278.73 sFT 0.99993544 +0 08 27.1 EZ0945;UTM 17 - 3,974,599.587 702,534.037 MT 1.00010548 +1 18 58.0 EZ0945 EZ0945! - Elev Factor x Scale Factor = Combined Factor EZ0945!SPC NC - 0.99998212 x 0.99993544 = 0.99991756 EZ0945!UTM 17 - 0.99998212 x 1.00010548 = 1.00008760 EZ0945 EZ0945: Primary Azimuth Mark Grid Az EZ0945:SPC NC - UMSTEAD 130 09 23.1 EZ0945:UTM 17 - UMSTEAD 128 58 52.2 EZ0945 EZ0945|---------------------------------------------------------------------| EZ0945| PID Reference Object Distance Geod. Az | EZ0945| dddmmss.s | EZ0945| EZ0946 UMSTEAD 457.082 METERS 1301750.2 | EZ0945|---------------------------------------------------------------------| EZ0945 EZ0945 SUPERSEDED SURVEY CONTROL EZ0945 EZ0945 NAD 27 - 35 53 40.53303(N) 078 45 22.46307(W) AD( ) 2 EZ0945 NGVD 29 (??/??/92) 146.30 (m) 480.0 (f) COMPUTED 2 0 EZ0945 EZ0945.Superseded values are not recommended for survey control. EZ0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0945.See file dsdata.txt to determine how the superseded data were derived. EZ0945 EZ0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0253474600(NAD 83) EZ0945_MARKER: DE = TRAVERSE STATION DISK EZ0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0945_STAMPING: OPTICAL 2 1968 EZ0945_MARK LOGO: NCGS EZ0945_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0945+STABILITY: SURFACE MOTION EZ0945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ0945+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005 EZ0945 EZ0945 HISTORY - Date Condition Report By EZ0945 HISTORY - 1968 MONUMENTED NCGS EZ0945 HISTORY - 1973 GOOD NCGS EZ0945 HISTORY - 1973 GOOD NCGS EZ0945 HISTORY - 1979 GOOD NGS EZ0945 HISTORY - 19860101 GOOD NCGS EZ0945 HISTORY - 20030307 GOOD USPSQD EZ0945 HISTORY - 20040626 GOOD USPSQD EZ0945 HISTORY - 20050724 GOOD USPSQD EZ0945 EZ0945 STATION DESCRIPTION EZ0945 EZ0945'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EZ0945'OPTICAL 2 IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ0945'ESTABLISHED IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ0945' EZ0945'OPTICAL 2 IS LOCATED APPROXIMATELY 10.7 MILES NORTHWEST OF EZ0945'RALEIGH. TO REACH STATION PROCEED FROM THE INTERSECTION OF EZ0945'U.S. 64 AND U.S. 1 BYPASS WITH U.S. 70, GO NORTHWEST ON U.S. EZ0945'70 FOR 6.45 MILES TO CROSSOVER AT ENTRANCE TO AMERICAN OPTICAL EZ0945'COMPANY AND THURSTON MOTOR LINES, AND STATION. WHICH IS IN THE EZ0945'MEDIAN, ON SE SHOULDER OF W BOUND LANE OPPOSITE 180 + 00 EZ0945'STAMPED IN CONCRETE ON SW SIDE OF PAVEMENT, AND 0.75 MILE EZ0945'SOUTHEAST OF INTERSECTION OF SR 1002 (AIRPORT RD.) AND U.S. EZ0945'70. EZ0945' EZ0945'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0945'OPTICAL 2 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ0945'OF WHICH IS 5 INCHES BELOW THE SURFACE OF THE GROUND. EZ0945' EZ0945'MARK IS EZ0945' EZ0945'2.9 FT SW OF SW EDGE OF U.S. 70 W BOUND LANE AT 180 + 00 EZ0945'STAMPED IN EDGE OF PAVEMENT EZ0945' EZ0945'20.7 FT NE OF NE EDGE OF U.S. 70 E BOUND LEFT TURN LANE EZ0945' EZ0945'84.5 FT NW OF 4X4 POST WITH ONE WAY SIGN IN NW SIDE OF EZ0945'CROSSOVER TO THURSTON MOTOR LINES, AND WITH ALUMINUM REF. TAG EZ0945' EZ0945'137.0 FT NW OF C/L OF CROSSOVER THAT LEADS INTO AMERICAN EZ0945'OPTICAL CO. AND THURSTON MOTOR LINES EZ0945 EZ0945 STATION RECOVERY (1973) EZ0945 EZ0945'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EZ0945'GOOD AS DESCRIBED. EZ0945 EZ0945 STATION RECOVERY (1973) EZ0945 EZ0945'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0945'6.3 MI NE FROM MORRISVILLE. EZ0945'OPTICAL 2 IS LOCATED APPROXIMATELY 10.4 MILES NW OF CAPITOL EZ0945'SQUARE IN RALEIGH. TO REACH STATION FROM THE U.S. 70 UNDERPASS OF EZ0945'U.S. 1 - U.S. 64 BYPASS (BELTLINE) IN NW RALEIGH, PROCEED NW EZ0945'ALONG U.S. 70 FOR APPROXIMATELY 6.4 MILES TO A CROSSOVER AT EZ0945'ENTRANCE TO AMERICAN OPTICAL COMPANY AND THURSTON MOTOR LINES EZ0945'AND STATION IN MEDIAN NW OF CROSSOVER, 0.75 MILES SE OF INTERSECTION EZ0945'OF U.S. 70 WITH SR 1002 (RDU-AIRPORT ROAD) AND IN SHOULDER OF WEST EZ0945'BOUND, 2.9 FT SW OF SW EDGE OF U.S. 70 WEST BOUND LANE AT EZ0945'180 + 00 STAMPED IN PAVEMENT, 20.7 FT NE OF NE EDGE OF U.S. 70 EZ0945'EAST BOUND LANE, 137.0 FT NW OF C/L CROSSOVER, AND 84.5 FT NW OF EZ0945'4 X 4 OF ONE-WAY SIGN POST W/ALUMINUM REF. TAG. DISK IS SET IN EZ0945'CONCRETE CYLINDER 5 INCHES BELOW THE SURFACE OF THE GROUND. EZ0945 EZ0945 STATION RECOVERY (1979) EZ0945 EZ0945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WTD) EZ0945'RECOVERED AS DESCRIBED. EZ0945 EZ0945 STATION RECOVERY (1986) EZ0945 EZ0945'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ0945'STATION IS LOCATED ABOUT 16.1 KM (10.00 MI) NORTHWEST OF CAPITOL EZ0945'SQUARE (IN RALEIGH), AND 2.9 KM (1.80 MI) SOUTHWEST OF LEESVILLE EZ0945'COMMUNITY. ALONG US 70 FOR 1.1 KM (0.70 MI) SOUTHEAST FROM SR 1002 EZ0945'(AVIATION PARKWAY), TO A CROSSOVER AT THE ENTRANCE TO PIEDMONT OPTICAL EZ0945'COMPANY AND--RALEIGH TOYOTA--, IN THE MEDIAN, ON THE NORTHWEST SIDE OF EZ0945'THE CROSSOVER. MARK IS LOCATED 0.9 M (3.0 FT) SOUTHWEST OF THE EZ0945'SOUTHWEST EDGE OF THE WEST BOUND LANE, 6.3 M (20.7 FT) NORTHEAST OF EZ0945'THE NORTHEAST EDGE OF THE EAST BOUND LANE, 41.8 M (137.1 FT) NORTHWEST EZ0945'OF THE CENTER OF THE CROSSOVER, 14.1 M (46.3 FT) WEST-SOUTHWEST OF THE EZ0945'EAST END OF A DRIVE CULVERT TO--PITNEY BOWES--BUILDING, 52.7 M (172.9 EZ0945'FT) EAST OF THE NORTH CORNER POST OF A CHAIN LINK FENCE. MARK IS EZ0945'RECESSED 4 INCHES BELOW GROUND AND IS LEVEL WITH THE HIGHWAY. EZ0945 EZ0945 STATION RECOVERY (2003) EZ0945 EZ0945'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ0945'RECOVERED IN GOOD CONDITION. EZ0945 EZ0945 STATION RECOVERY (2004) EZ0945 EZ0945'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ0945'RECOVERED IN GOOD CONDITION. EZ0945 EZ0945 STATION RECOVERY (2005) EZ0945 EZ0945'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM) EZ0945'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2421 *********************************************************************** EZ2421 DESIGNATION - OUTCROP EZ2421 PID - EZ2421 EZ2421 STATE/COUNTY- NC/WAKE EZ2421 USGS QUAD - ROLESVILLE (1993) EZ2421 EZ2421 *CURRENT SURVEY CONTROL EZ2421 ___________________________________________________________________ EZ2421* NAD 83(1986)- 35 54 14.57626(N) 078 29 10.01101(W) ADJUSTED EZ2421* NAVD 88 - 115.511 (meters) 378.97 (feet) ADJUSTED EZ2421 ___________________________________________________________________ EZ2421 LAPLACE CORR- -6.87 (seconds) DEFLEC99 EZ2421 GEOID HEIGHT- -33.25 (meters) GEOID03 EZ2421 DYNAMIC HT - 115.411 (meters) 378.64 (feet) COMP EZ2421 MODELED GRAV- 979,769.3 (mgal) NAVD 88 EZ2421 EZ2421 HORZ ORDER - SECOND EZ2421 VERT ORDER - SECOND CLASS II EZ2421 EZ2421.The North Carolina HARNS have been completed but, EZ2421.due to contractual restrictions, coordinates for these stations EZ2421.will NOT be published in the near future. In the interim, the EZ2421.published coordinates in North Carolina will not be EZ2421.consistent with the Continuously Operating Reference Stations EZ2421.(CORS). The HARN coordinates for these stations are available EZ2421.upon request. Contact Gary Thompson(919-733-3836). EZ2421. EZ2421.In addition, the published North Carolina positions EZ2421.(NAD 83 (1986)) are NOT consistent with those determined in EZ2421.adjacent state readjustments. The discontinuity between stations EZ2421.located in North Carolina and those in adjacent states EZ2421.which have been adjusted to the HARN may be as much as 5 EZ2421.decimeters. This will result in a significant loss of accuracy EZ2421.over lines crossing such state borders. EZ2421 EZ2421 EZ2421.The horizontal coordinates were established by classical geodetic methods EZ2421.and adjusted by the National Geodetic Survey in July 1986. EZ2421 EZ2421.The orthometric height was determined by differential leveling EZ2421.and adjusted by the National Geodetic Survey in June 1991. EZ2421 EZ2421.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2421 EZ2421.The geoid height was determined by GEOID03. EZ2421 EZ2421.The dynamic height is computed by dividing the NAVD 88 EZ2421.geopotential number by the normal gravity value computed on the EZ2421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2421.degrees latitude (g = 980.6199 gals.). EZ2421 EZ2421.The modeled gravity was interpolated from observed gravity values. EZ2421 EZ2421; North East Units Scale Factor Converg. EZ2421;SPC NC - 239,074.793 655,988.007 MT 0.99993728 +0 17 47.8 EZ2421;SPC NC - 784,364.55 2,152,187.32 sFT 0.99993728 +0 17 47.8 EZ2421;UTM 17 - 3,976,225.904 726,867.616 MT 1.00023425 +1 28 29.4 EZ2421 EZ2421! - Elev Factor x Scale Factor = Combined Factor EZ2421!SPC NC - 0.99998709 x 0.99993728 = 0.99992437 EZ2421!UTM 17 - 0.99998709 x 1.00023425 = 1.00022134 EZ2421 EZ2421 SUPERSEDED SURVEY CONTROL EZ2421 EZ2421 NAD 27 - 35 54 14.02777(N) 078 29 11.00697(W) AD( ) 2 EZ2421 NGVD 29 (??/??/92) 115.788 (m) 379.88 (f) ADJ UNCH 2 2 EZ2421 EZ2421.Superseded values are not recommended for survey control. EZ2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2421.See file dsdata.txt to determine how the superseded data were derived. EZ2421 EZ2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2686876226(NAD 83) EZ2421_MARKER: DE = TRAVERSE STATION DISK EZ2421_SETTING: 80 = SET IN A BOULDER EZ2421_SP_SET: BOULDER EZ2421_STAMPING: OUTCROP 1976 EZ2421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2421+STABILITY: SURFACE MOTION EZ2421 EZ2421 HISTORY - Date Condition Report By EZ2421 HISTORY - 1976 MONUMENTED NCGS EZ2421 HISTORY - 1976 GOOD NCGS EZ2421 EZ2421 STATION DESCRIPTION EZ2421 EZ2421'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2421'OUTCROP IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2421'IN THE VICINITY OF ROLESVILLE, NORTH CAROLINA. EZ2421' EZ2421'OUTCROP IS LOCATED APPROXIMATELY 2.1 MILES SOUTHWEST OF ROLESVILLE EZ2421'AND 5.4 MILES SOUTH OF WAKE FOREST. TO REACH STATION FROM THE MAIN EZ2421'CROSSROADS IN CENTER OF ROLESVILLE, PROCEED SOUTHWEST ALONG U.S. EZ2421'401 FOR 2.15 MILES TO STATION ON LEFT, IN A VERY LARGE ROCK OUTCROP EZ2421'ON TOP OF A 10 FOOT BANK AND 0.3 MILE NORTHEAST OF T INTERSECTION EZ2421'WITH SR 2225 (SSW). EZ2421' EZ2421'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2421'OUTCROP 1976, SET FLUSH IN DRILL HOLE IN TOP OF A VERY LARGE FLAT EZ2421'BOULDER. EZ2421' EZ2421'MARK IS 28.6 FT SSE OF C/L OF U.S. 401 EZ2421' EZ2421'26.6 FT NNW OF 5 INCH SHORT LEAF PINE WITH ALUMINUM REF. TAG EZ2421' EZ2421'40.9 FT NE OF 8 INCH SHORT LEAF PINE WITH ALUMINUM REF. TAG EZ2421' EZ2421'42.0 FT W OF 6 INCH HICKORY WITH ALUMINUM REF. TAG EZ2421' EZ2421'146.3 FT SSW OF POWER POLE ON NORTH SIDE OF HIGHWAY AT SOUTHWEST EZ2421'CORNER OF CULTIVATED FIELD AND WITH ALUMINUM REF. TAG EZ2421 EZ2421 STATION RECOVERY (1976) EZ2421 EZ2421'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2421'2.1 MI SW FROM ROLESVILLE. EZ2421'TO REACH STATION FROM THE MAIN CROSSROADS IN CENTER OF ROLESVILLE, EZ2421'PROCEED SOUTHWEST ALONG US 401 FOR 2.15 MILES TO STATION ON LEFT, IN A EZ2421'VERY LARGE ROCK OUTCROP ON TOP OF A 10 FOOT BANK, AND 0.3 MILE EZ2421'NORTHEAST OF T INTERSECTION WITH SR 2225 (SSW). 28.6 FT. SSE OF C/L EZ2421'OF US 401, 26.6 FT. NNW OF 5 INCH SHORT LEAF PINE WITH ALUMINUM REF. EZ2421'TAG, 40.9 FT. NE OF 8 INCH SHORT LEAF PINE WITH ALUMINUM REF. TAG, EZ2421'42.0 FT. W OF 6 INCH HICKORY WITH ALUMINUM REF. TAG, AND 146.3 FT. SSW EZ2421'OF PP WITH ALUMINUM REF. TAG ON N SIDE OF HIGHWAY AT SW CORNER OF EZ2421'CULTIVATED FIELD. DISK IS SET FLUSH IN DRILL HOLE IN TOP OF BOULDER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7304 *********************************************************************** AE7304 DESIGNATION - OVERNITE AE7304 PID - AE7304 AE7304 STATE/COUNTY- NC/WAKE AE7304 USGS QUAD - SOUTHEAST DURHAM (1993) AE7304 AE7304 *CURRENT SURVEY CONTROL AE7304 ___________________________________________________________________ AE7304* NAD 83(1986)- 35 54 44.84855(N) 078 46 54.68689(W) ADJUSTED AE7304* NAVD 88 - 126.3 (meters) 414. (feet) VERTCON AE7304 ___________________________________________________________________ AE7304 LAPLACE CORR- -6.17 (seconds) DEFLEC99 AE7304 GEOID HEIGHT- -31.98 (meters) GEOID03 AE7304 AE7304 HORZ ORDER - SECOND AE7304 AE7304.The North Carolina HARNS have been completed but, AE7304.due to contractual restrictions, coordinates for these stations AE7304.will NOT be published in the near future. In the interim, the AE7304.published coordinates in North Carolina will not be AE7304.consistent with the Continuously Operating Reference Stations AE7304.(CORS). The HARN coordinates for these stations are available AE7304.upon request. Contact Gary Thompson(919-733-3836). AE7304. AE7304.In addition, the published North Carolina positions AE7304.(NAD 83 (1986)) are NOT consistent with those determined in AE7304.adjacent state readjustments. The discontinuity between stations AE7304.located in North Carolina and those in adjacent states AE7304.which have been adjusted to the HARN may be as much as 5 AE7304.decimeters. This will result in a significant loss of accuracy AE7304.over lines crossing such state borders. AE7304 AE7304 AE7304.The horizontal coordinates were established by classical geodetic methods AE7304.and adjusted by the National Geodetic Survey in March 1998. AE7304 AE7304.The NAVD 88 height was computed by applying the VERTCON shift value to AE7304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7304 AE7304.The Laplace correction was computed from DEFLEC99 derived deflections. AE7304 AE7304.The geoid height was determined by GEOID03. AE7304 AE7304; North East Units Scale Factor Converg. AE7304;SPC NC - 239,909.341 629,290.252 MT 0.99993896 +0 07 33.3 AE7304;SPC NC - 787,102.56 2,064,596.44 sFT 0.99993896 +0 07 33.3 AE7304;UTM 17 - 3,976,511.978 700,152.359 MT 1.00009366 +1 18 05.3 AE7304 AE7304! - Elev Factor x Scale Factor = Combined Factor AE7304!SPC NC - 0.99998520 x 0.99993896 = 0.99992416 AE7304!UTM 17 - 0.99998520 x 1.00009366 = 1.00007886 AE7304 AE7304 SUPERSEDED SURVEY CONTROL AE7304 AE7304 NGVD 29 (03/10/98) 126.5 (m) 415. (f) VERT ANG AE7304 AE7304.Superseded values are not recommended for survey control. AE7304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7304.See file dsdata.txt to determine how the superseded data were derived. AE7304 AE7304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0015276512(NAD 83) AE7304_MARKER: DH = HORIZONTAL CONTROL DISK AE7304_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. AE7304_SP_SET: CONCRETE DROP INLET AE7304_STAMPING: OVERNITE 1986 AE7304_MARK LOGO: NCGS AE7304_MAGNETIC: N = NO MAGNETIC MATERIAL AE7304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AE7304 AE7304 HISTORY - Date Condition Report By AE7304 HISTORY - 1986 MONUMENTED NCGS AE7304 AE7304 STATION DESCRIPTION AE7304 AE7304'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7304'STATION IS LOCATED ABOUT 19.5 KM (12.10 MI) NORTHWEST OF CAPITOL AE7304'SQUARE (IN RALEIGH) AND 13.8 KM (8.55 MI) SOUTHEAST OF DURHAM. ALONG AE7304'US 70 FOR 1.8 KM (1.10 MI) NORTHWEST FROM SR 1002 (AVIATION PARKWAY), AE7304'OR 2.2 KM (1.35 MI) SOUTHEAST OF THE DURHAM-WAKE COUNTY LINE, IN THE AE7304'MEDIAN, AT THE CROSSOVER TO--OVERNITE TRUCKING--FACILITY, FLUSH IN THE AE7304'NORTHEAST CORNER OF CONCRETE DROP INLET. LOCATED 9.1 M (29.9 FT) AE7304'SOUTHWEST OF THE CENTERLINE OF THE WEST BOUND LANE, 7.6 M (24.9 FT) AE7304'NORTHEAST OF THE EAST BOUND LANE, 52.4 M (171.9 FT) SOUTHEAST OF THE AE7304'CENTER OF THE CROSSOVER, AND 17.3 M (56.8 FT) SOUTHWEST OF A METAL AE7304'STORM DRAIN COVER. MARK IS LEVEL WITH HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5698 *********************************************************************** EZ5698 DESIGNATION - OVERPASS EZ5698 PID - EZ5698 EZ5698 STATE/COUNTY- NC/WAKE EZ5698 USGS QUAD - ZEBULON (1981) EZ5698 EZ5698 *CURRENT SURVEY CONTROL EZ5698 ___________________________________________________________________ EZ5698* NAD 83(1986)- 35 46 54.53863(N) 078 21 44.84118(W) ADJUSTED EZ5698* NAVD 88 - 107.3 (meters) 352. (feet) VERTCON EZ5698 ___________________________________________________________________ EZ5698 LAPLACE CORR- -4.37 (seconds) DEFLEC99 EZ5698 GEOID HEIGHT- -33.99 (meters) GEOID03 EZ5698 EZ5698 HORZ ORDER - SECOND EZ5698 EZ5698.The North Carolina HARNS have been completed but, EZ5698.due to contractual restrictions, coordinates for these stations EZ5698.will NOT be published in the near future. In the interim, the EZ5698.published coordinates in North Carolina will not be EZ5698.consistent with the Continuously Operating Reference Stations EZ5698.(CORS). The HARN coordinates for these stations are available EZ5698.upon request. Contact Gary Thompson(919-733-3836). EZ5698. EZ5698.In addition, the published North Carolina positions EZ5698.(NAD 83 (1986)) are NOT consistent with those determined in EZ5698.adjacent state readjustments. The discontinuity between stations EZ5698.located in North Carolina and those in adjacent states EZ5698.which have been adjusted to the HARN may be as much as 5 EZ5698.decimeters. This will result in a significant loss of accuracy EZ5698.over lines crossing such state borders. EZ5698 EZ5698 EZ5698.The horizontal coordinates were established by classical geodetic methods EZ5698.and adjusted by the National Geodetic Survey in January 1990. EZ5698 EZ5698.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5698 EZ5698.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5698 EZ5698.The geoid height was determined by GEOID03. EZ5698 EZ5698; North East Units Scale Factor Converg. EZ5698;SPC NC - 225,578.353 667,237.191 MT 0.99991528 +0 22 04.7 EZ5698;SPC NC - 740,084.98 2,189,094.02 sFT 0.99991528 +0 22 04.7 EZ5698;UTM 17 - 3,962,958.781 738,395.502 MT 1.00030037 +1 32 34.4 EZ5698 EZ5698! - Elev Factor x Scale Factor = Combined Factor EZ5698!SPC NC - 0.99998850 x 0.99991528 = 0.99990378 EZ5698!UTM 17 - 0.99998850 x 1.00030037 = 1.00028886 EZ5698 EZ5698: Primary Azimuth Mark Grid Az EZ5698:SPC NC - LAWSON 173 02 32.9 EZ5698:UTM 17 - LAWSON 171 52 03.2 EZ5698 EZ5698|---------------------------------------------------------------------| EZ5698| PID Reference Object Distance Geod. Az | EZ5698| dddmmss.s | EZ5698| EZ5705 SELMA RD 177.801 METERS 00538 | EZ5698| EZ5695 LAWSON 422.176 METERS 1732437.6 | EZ5698|---------------------------------------------------------------------| EZ5698 EZ5698 SUPERSEDED SURVEY CONTROL EZ5698 EZ5698 NGVD 29 (01/12/90) 107.6 (m) 353. (f) VERT ANG EZ5698 EZ5698.Superseded values are not recommended for survey control. EZ5698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5698.See file dsdata.txt to determine how the superseded data were derived. EZ5698 EZ5698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3839662959(NAD 83) EZ5698_MARKER: DE = TRAVERSE STATION DISK EZ5698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5698_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5698+STABILITY: SURFACE MOTION EZ5698_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ5698+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005 EZ5698 EZ5698 HISTORY - Date Condition Report By EZ5698 HISTORY - 1980 MONUMENTED NCGS EZ5698 HISTORY - 1987 GOOD USPSQD EZ5698 HISTORY - 20050415 GOOD USPSQD EZ5698 EZ5698 STATION DESCRIPTION EZ5698 EZ5698'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EZ5698'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF WENDELL AT THE EZ5698'NORTHWEST CORNER OF THE NC 231 BRIDGE OVER RAILROAD. EZ5698' EZ5698'STATION MARK IS A STANDARD DISK STAMPED---OVERPASS 1980---SET IN TOP EZ5698'OF A 10 INCH CONCRETE CYLINDER FLUSH WITH GROUND SURFACE. THE MARK IS EZ5698'23.7 FEET WEST OF THE CENTERLINE OF NC 231, 3.1 FEET NORTH OF NORTH EZ5698'END OF WEST BRIDGE RAIL, 62.7 FEET SOUTH OF POWER POLE WITH REFERENCE EZ5698'TAG, AND 2.4 FEET SOUTH OF--WEIGHT LIMIT--SIGN POST WITH REFERENCE EZ5698'TAG. EZ5698 EZ5698 STATION RECOVERY (1987) EZ5698 EZ5698'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ5698'RECOVERED IN GOOD CONDITION. EZ5698 EZ5698 STATION RECOVERY (2005) EZ5698 EZ5698'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ5698'N 35 46.905 EZ5698'W 078 21.748 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2397 *********************************************************************** EZ2397 DESIGNATION - PADGETT EZ2397 PID - EZ2397 EZ2397 STATE/COUNTY- NC/WAKE EZ2397 USGS QUAD - BUNN WEST (1973) EZ2397 EZ2397 *CURRENT SURVEY CONTROL EZ2397 ___________________________________________________________________ EZ2397* NAD 83(1986)- 35 53 35.37815(N) 078 22 01.11561(W) ADJUSTED EZ2397* NAVD 88 - 96.289 (meters) 315.91 (feet) ADJUSTED EZ2397 ___________________________________________________________________ EZ2397 LAPLACE CORR- -5.75 (seconds) DEFLEC99 EZ2397 GEOID HEIGHT- -33.74 (meters) GEOID03 EZ2397 DYNAMIC HT - 96.205 (meters) 315.63 (feet) COMP EZ2397 MODELED GRAV- 979,758.4 (mgal) NAVD 88 EZ2397 EZ2397 HORZ ORDER - SECOND EZ2397 VERT ORDER - SECOND CLASS II EZ2397 EZ2397.The North Carolina HARNS have been completed but, EZ2397.due to contractual restrictions, coordinates for these stations EZ2397.will NOT be published in the near future. In the interim, the EZ2397.published coordinates in North Carolina will not be EZ2397.consistent with the Continuously Operating Reference Stations EZ2397.(CORS). The HARN coordinates for these stations are available EZ2397.upon request. Contact Gary Thompson(919-733-3836). EZ2397. EZ2397.In addition, the published North Carolina positions EZ2397.(NAD 83 (1986)) are NOT consistent with those determined in EZ2397.adjacent state readjustments. The discontinuity between stations EZ2397.located in North Carolina and those in adjacent states EZ2397.which have been adjusted to the HARN may be as much as 5 EZ2397.decimeters. This will result in a significant loss of accuracy EZ2397.over lines crossing such state borders. EZ2397 EZ2397 EZ2397.The horizontal coordinates were established by classical geodetic methods EZ2397.and adjusted by the National Geodetic Survey in July 1986. EZ2397 EZ2397.The orthometric height was determined by differential leveling EZ2397.and adjusted by the National Geodetic Survey in June 1991. EZ2397 EZ2397.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2397 EZ2397.The geoid height was determined by GEOID03. EZ2397 EZ2397.The dynamic height is computed by dividing the NAVD 88 EZ2397.geopotential number by the normal gravity value computed on the EZ2397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2397.degrees latitude (g = 980.6199 gals.). EZ2397 EZ2397.The modeled gravity was interpolated from observed gravity values. EZ2397 EZ2397; North East Units Scale Factor Converg. EZ2397;SPC NC - 237,928.877 666,749.740 MT 0.99993513 +0 21 55.3 EZ2397;SPC NC - 780,604.99 2,187,494.77 sFT 0.99993513 +0 21 55.3 EZ2397;UTM 17 - 3,975,301.293 737,654.187 MT 1.00029600 +1 32 39.8 EZ2397 EZ2397! - Elev Factor x Scale Factor = Combined Factor EZ2397!SPC NC - 0.99999018 x 0.99993513 = 0.99992531 EZ2397!UTM 17 - 0.99999018 x 1.00029600 = 1.00028618 EZ2397 EZ2397 SUPERSEDED SURVEY CONTROL EZ2397 EZ2397 NAD 27 - 35 53 34.82404(N) 078 22 02.12205(W) AD( ) 2 EZ2397 NGVD 29 (??/??/92) 96.570 (m) 316.83 (f) ADJ UNCH 2 2 EZ2397 EZ2397.Superseded values are not recommended for survey control. EZ2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2397.See file dsdata.txt to determine how the superseded data were derived. EZ2397 EZ2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3765475301(NAD 83) EZ2397_MARKER: DE = TRAVERSE STATION DISK EZ2397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2397_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2397_STAMPING: PADGETT 1976 EZ2397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2397+STABILITY: SURFACE MOTION EZ2397_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ2397+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2004 EZ2397 EZ2397 HISTORY - Date Condition Report By EZ2397 HISTORY - 1976 MONUMENTED NCGS EZ2397 HISTORY - 1976 GOOD NCGS EZ2397 HISTORY - 20041130 GOOD USPSQD EZ2397 EZ2397 STATION DESCRIPTION EZ2397 EZ2397'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2397'PADGETT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2397'IN THE VICINITY OF ROLESVILLE, NORTH CAROLINA. EZ2397' EZ2397'PADGETT IS LOCATED APPROXIMATELY 5.4 MILES ESE OF ROLESVILLE EZ2397'AND 5.6 MILES NNW OF ZEBULON. TO REACH STATION FROM INTERSECTION EZ2397'OF NC 96 WITH U.S. 401 2.7 MILES NORTHEAST OF ROLESVILLE, PROCEED EZ2397'SOUTHEAST ALONG NC 96 FOR 5.1 MILES TO STATION ON LEFT, ON TOP OF EZ2397'A 12 FOOT BANK, BETWEEN THE WOODS AND A 4 FOOT GALVANIZED METAL EZ2397'CHAIN LINK FENCE AND 0.25 MILE NORTH OF T INTERSECTION WITH EZ2397'SR 2315 (W). EZ2397' EZ2397'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2397'PADGETT 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2397'WHICH IS PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND. EZ2397' EZ2397'MARK IS 81.7 FT E OF C/L OF NC 96 EZ2397' EZ2397'6.3 FT WNW OF METAL FENCE POST EZ2397' EZ2397'8.9 FT WSW OF 5 INCH POPLAR WITH ALUMINUM REF. TAG EZ2397' EZ2397'20.7 FT NNE OF 4 INCH OAK WITH ALUMINUM REF. TAG EZ2397' EZ2397'34.8 FT SSW OF 3 INCH HOLLY WITH ALUMINUM REF. TAG EZ2397' EZ2397'90.1 FT SSE OF POWER SERVICE POLE 1868B EZ2397 EZ2397 STATION RECOVERY (1976) EZ2397 EZ2397'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2397'5.4 MI ESE FROM ROLESVILLE. EZ2397'TO REACH STATION FROM INTERSECTION OF NC 96 WITH US 401 NORTHEAST OF EZ2397'ROLESVILLE, PROCEED SOUTHEAST ALONG NC 96 FOR 5.1 MILES TO STATION ON EZ2397'LEFT, ON TOP OF A 12 FOOT BANK, BETWEEN THE WOODS AND A 4 FOOT EZ2397'GALVANIZED METAL CHAIN LINK FENCE, 0.25 MILE NORTH OF T INTERSECTION EZ2397'WITH SR 2315 (W). 81.7 FT. E OF CENTERLINE OF NC 96, 6.3 FT. WNW OF EZ2397'METAL FENCE POST, 8.9 FT. WSW OF 5 INCH POPLAR WITH ALUMINUM REF. TAG, EZ2397'20.7 FT. NNE OF 4 INCH OAK WITH ALUMINUM REF. TAG, 34.8 FT. SSW OF 3 EZ2397'INCH HOLLY WITH ALUMINUM REF. TAG AND 90.1 FT. SSE OF POWER SERVICE EZ2397'POLE NO. 1868B. DISK IS SET IN CONCRETE CYLINDER, 4 INCHES ABOVE THE EZ2397'SURFACE OF THE GROUND. EZ2397 EZ2397 STATION RECOVERY (2004) EZ2397 EZ2397'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ2397'RECOVERED AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4408 *********************************************************************** EZ4408 DESIGNATION - PARK EZ4408 PID - EZ4408 EZ4408 STATE/COUNTY- NC/WAKE EZ4408 USGS QUAD - ZEBULON (1981) EZ4408 EZ4408 *CURRENT SURVEY CONTROL EZ4408 ___________________________________________________________________ EZ4408* NAD 83(1986)- 35 49 17.87588(N) 078 21 21.81145(W) ADJUSTED EZ4408* NAVD 88 - 76.6 (meters) 251. (feet) VERTCON EZ4408 ___________________________________________________________________ EZ4408 LAPLACE CORR- -4.68 (seconds) DEFLEC99 EZ4408 GEOID HEIGHT- -33.93 (meters) GEOID03 EZ4408 EZ4408 HORZ ORDER - SECOND EZ4408 EZ4408.The North Carolina HARNS have been completed but, EZ4408.due to contractual restrictions, coordinates for these stations EZ4408.will NOT be published in the near future. In the interim, the EZ4408.published coordinates in North Carolina will not be EZ4408.consistent with the Continuously Operating Reference Stations EZ4408.(CORS). The HARN coordinates for these stations are available EZ4408.upon request. Contact Gary Thompson(919-733-3836). EZ4408. EZ4408.In addition, the published North Carolina positions EZ4408.(NAD 83 (1986)) are NOT consistent with those determined in EZ4408.adjacent state readjustments. The discontinuity between stations EZ4408.located in North Carolina and those in adjacent states EZ4408.which have been adjusted to the HARN may be as much as 5 EZ4408.decimeters. This will result in a significant loss of accuracy EZ4408.over lines crossing such state borders. EZ4408 EZ4408 EZ4408.The horizontal coordinates were established by classical geodetic methods EZ4408.and adjusted by the National Geodetic Survey in July 1986. EZ4408 EZ4408.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4408 EZ4408.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4408 EZ4408.The geoid height was determined by GEOID03. EZ4408 EZ4408; North East Units Scale Factor Converg. EZ4408;SPC NC - 229,999.419 667,786.851 MT 0.99992195 +0 22 18.0 EZ4408;SPC NC - 754,589.76 2,190,897.36 sFT 0.99992195 +0 22 18.0 EZ4408;UTM 17 - 3,967,391.893 738,854.509 MT 1.00030306 +1 32 53.3 EZ4408 EZ4408! - Elev Factor x Scale Factor = Combined Factor EZ4408!SPC NC - 0.99999330 x 0.99992195 = 0.99991525 EZ4408!UTM 17 - 0.99999330 x 1.00030306 = 1.00029636 EZ4408 EZ4408 SUPERSEDED SURVEY CONTROL EZ4408 EZ4408 NAD 27 - 35 49 17.32087(N) 078 21 22.81087(W) AD( ) 2 EZ4408 NGVD 29 (07/19/86) 76.9 (m) 252. (f) VERT ANG EZ4408 EZ4408.Superseded values are not recommended for survey control. EZ4408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4408.See file dsdata.txt to determine how the superseded data were derived. EZ4408 EZ4408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3885567392(NAD 83) EZ4408_MARKER: DE = TRAVERSE STATION DISK EZ4408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4408_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4408_STAMPING: PARK 1969 EZ4408_MARK LOGO: NCGS EZ4408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4408+STABILITY: SURFACE MOTION EZ4408_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ4408+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2005 EZ4408 EZ4408 HISTORY - Date Condition Report By EZ4408 HISTORY - 1969 MONUMENTED NCGS EZ4408 HISTORY - 1976 GOOD NGS EZ4408 HISTORY - 20050425 GOOD USPSQD EZ4408 EZ4408 STATION DESCRIPTION EZ4408 EZ4408'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ4408'PARK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ4408'THE VICINITY OF ZEBULON, NORTH CAROLINA. EZ4408' EZ4408'PARK IS LOCATED APPROXIMATELY 2.3 MILES WEST OF ZEBULON. TO EZ4408'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 64 BYPASS EZ4408'AND U.S. 64 BUSINESS AT WEST END OF ZEBULON, GO WEST ON U.S. 64 EZ4408'BYPASS FOR 1.9 MILES TO INTERSECTION OF U.S. 64 BYPASS AND SR EZ4408'2325, CONTINUE ON U.S. 64 BYPASS FOR 0.1 MILE TO STATION ON EZ4408'NORTH SIDE OF ROAD NEAR BARBED WIRE FENCE. EZ4408' EZ4408'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ4408'PARK 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ4408'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ4408' EZ4408'MARK IS EZ4408' EZ4408'43.8 FT N OF C/L OF U.S. 64 BYPASS EZ4408' EZ4408'4.0 FT S OF FENCE POST WITH ALUMINUM REF. TAG EZ4408' EZ4408'14.8 FT ESE OF FENCE POST WITH ALUMINUM REF. TAG EZ4408' EZ4408'14.9 FT WSW OF FENCE POST WITH ALUMINUM REF. TAG EZ4408' EZ4408'176.4 FT WNW OF TP WITH ALUMINUM REF. TAG EZ4408' EZ4408'245.1 FT WNW OF SIGN POST WITH ALUMINUM REF. TAG EZ4408 EZ4408 STATION RECOVERY (1976) EZ4408 EZ4408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ACD) EZ4408'RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ4408' EZ4408'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EZ4408'2.3 MILES W OF ZEBULON. EZ4408 EZ4408 STATION RECOVERY (2005) EZ4408 EZ4408'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ4408'N 35 49.299 EZ4408'W 078 21.363 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5384 *********************************************************************** EZ5384 DESIGNATION - PARRISH EZ5384 PID - EZ5384 EZ5384 STATE/COUNTY- NC/WAKE EZ5384 USGS QUAD - SOUTHEAST DURHAM (1993) EZ5384 EZ5384 *CURRENT SURVEY CONTROL EZ5384 ___________________________________________________________________ EZ5384* NAD 83(1986)- 35 58 25.26304(N) 078 51 38.01427(W) ADJUSTED EZ5384* NAVD 88 - 123.2 (meters) 404. (feet) VERTCON EZ5384 ___________________________________________________________________ EZ5384 LAPLACE CORR- -6.88 (seconds) DEFLEC99 EZ5384 GEOID HEIGHT- -31.53 (meters) GEOID03 EZ5384 EZ5384 HORZ ORDER - SECOND EZ5384 EZ5384.The North Carolina HARNS have been completed but, EZ5384.due to contractual restrictions, coordinates for these stations EZ5384.will NOT be published in the near future. In the interim, the EZ5384.published coordinates in North Carolina will not be EZ5384.consistent with the Continuously Operating Reference Stations EZ5384.(CORS). The HARN coordinates for these stations are available EZ5384.upon request. Contact Gary Thompson(919-733-3836). EZ5384. EZ5384.In addition, the published North Carolina positions EZ5384.(NAD 83 (1986)) are NOT consistent with those determined in EZ5384.adjacent state readjustments. The discontinuity between stations EZ5384.located in North Carolina and those in adjacent states EZ5384.which have been adjusted to the HARN may be as much as 5 EZ5384.decimeters. This will result in a significant loss of accuracy EZ5384.over lines crossing such state borders. EZ5384 EZ5384 EZ5384.The horizontal coordinates were established by classical geodetic methods EZ5384.and adjusted by the National Geodetic Survey in July 1986. EZ5384 EZ5384.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5384 EZ5384.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5384 EZ5384.The geoid height was determined by GEOID03. EZ5384 EZ5384; North East Units Scale Factor Converg. EZ5384;SPC NC - 246,689.707 622,177.254 MT 0.99995185 +0 04 49.7 EZ5384;SPC NC - 809,347.81 2,041,259.87 sFT 0.99995185 +0 04 49.7 EZ5384;UTM 17 - 3,983,145.784 692,900.740 MT 1.00005853 +1 15 25.6 EZ5384 EZ5384! - Elev Factor x Scale Factor = Combined Factor EZ5384!SPC NC - 0.99998562 x 0.99995185 = 0.99993747 EZ5384!UTM 17 - 0.99998562 x 1.00005853 = 1.00004415 EZ5384 EZ5384: Primary Azimuth Mark Grid Az EZ5384:SPC NC - PLAINVIEW 172 37 48.6 EZ5384:UTM 17 - PLAINVIEW 171 27 12.7 EZ5384 EZ5384|---------------------------------------------------------------------| EZ5384| PID Reference Object Distance Geod. Az | EZ5384| dddmmss.s | EZ5384| EZ0615 PLAINVIEW APPROX. 0.7 KM 1724238.3 | EZ5384|---------------------------------------------------------------------| EZ5384 EZ5384 SUPERSEDED SURVEY CONTROL EZ5384 EZ5384 NAD 27 - 35 58 24.74513(N) 078 51 38.99797(W) AD( ) 2 EZ5384 NGVD 29 (07/19/86) 123.4 (m) 405. (f) VERT ANG EZ5384 EZ5384.Superseded values are not recommended for survey control. EZ5384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5384.See file dsdata.txt to determine how the superseded data were derived. EZ5384 EZ5384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9290183146(NAD 83) EZ5384_MAGNETIC: N = NO MAGNETIC MATERIAL EZ5384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5384+STABILITY: SURFACE MOTION EZ5384 EZ5384 HISTORY - Date Condition Report By EZ5384 HISTORY - 1961 FIRST OBSERVED NCGS EZ5384 HISTORY - 1984 MARK NOT FOUND NCGS EZ5384 HISTORY - 19860301 SEE DESCRIPTION NCGS EZ5384 EZ5384 STATION DESCRIPTION EZ5384 EZ5384'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ5384'PARRISH IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ5384'ESTABLISHED IN THE VICINITY OF DURHAM, NORTH CAROLINA. EZ5384' EZ5384'PARRISH IS LOCATED APPROXIMATELY 3.25 MILES SOUTHEAST OF EZ5384'DURHAM, N. C. AND 2.2 MILES NORTHWEST OF BETHESDA, N. C. TO EZ5384'REACH STATION PROCEED FROM THE INTERSECTION OF SR 1171 WITH EZ5384'SR 1926 (ANGIER ST.) SOUTH ON ANGIER ST. FOR 0.55 MILES TO EZ5384'CARTER AVE., EAST ON CARTER AVE. FOR 0.2 MILE TO ROWENA EZ5384'AVE.. NORTH ON ROWENA AVE. FOR 0.45 MILE TO APPLE ORCHARD. EZ5384'WEST AT N SIDE OF APPLE ORCHARD TO HIGH VOLTAGE LINE AND EZ5384'STATION. THE STATION IS LOCATED UNDER WESTERN EDGE OF EZ5384'HIGH VOLTAGE LINE AT WEST SIDE OF PASTURE. EZ5384' EZ5384'STATION MARK IS A PRECAST MONUMENT WITH A N. C. BRASS EZ5384'TRAVERSE DISK, STAMPED PARRISH 1961, WHICH IS FLUSH WITH THE EZ5384'SURFACE OF THE GROUND. EZ5384' EZ5384'MARK IS EZ5384' EZ5384'18.3 FT E OF N-S FENCE LINE ON WEST SIDE OF PASTURE EZ5384' EZ5384'176.1 FT S OF SW LEG OF TOWER NORTH OF PASTURE EZ5384' EZ5384'94.0 FT W OF THE LARGEST OF TWO TREES IN PASTURE WITH EZ5384'ALUMINUM REF. TAG EZ5384 EZ5384 STATION RECOVERY (1984) EZ5384 EZ5384'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ5384'THE STATION NOT RECOVERED AT THIS DATE. EZ5384'THE STATION WAS SEARCHED FOR BUT NOT FOUND. THE TAGGED OAK IS GONE EZ5384'AND BY USING THE OTHER TWO REFERENCES AND DIGGING A LARGE HOLE THE EZ5384'STATION WAS NOT FOUND. EZ5384' EZ5384'THE STATION IS NOT A BENCH MARK. EZ5384 EZ5384 STATION RECOVERY (1986) EZ5384 EZ5384'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ5384'MARK WAS SEARCHED FOR BUT NOT FOUND. AN EDM AND VERTICAL ANGLE WERE EZ5384'OBSERVED TO DETERMINE THAT ABOUT 3 FEET (0.9 M) HAS BEEN GRADED AT EZ5384'STATION SITE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2678 *********************************************************************** EZ2678 DESIGNATION - PASTURE EZ2678 PID - EZ2678 EZ2678 STATE/COUNTY- NC/WAKE EZ2678 USGS QUAD - GARNER (1993) EZ2678 EZ2678 *CURRENT SURVEY CONTROL EZ2678 ___________________________________________________________________ EZ2678* NAD 83(1986)- 35 39 44.84730(N) 078 36 33.12958(W) ADJUSTED EZ2678* NAVD 88 - 76.875 (meters) 252.21 (feet) ADJUSTED EZ2678 ___________________________________________________________________ EZ2678 LAPLACE CORR- -7.32 (seconds) DEFLEC99 EZ2678 GEOID HEIGHT- -33.27 (meters) GEOID03 EZ2678 DYNAMIC HT - 76.807 (meters) 251.99 (feet) COMP EZ2678 MODELED GRAV- 979,749.4 (mgal) NAVD 88 EZ2678 EZ2678 HORZ ORDER - SECOND EZ2678 VERT ORDER - SECOND CLASS I EZ2678 EZ2678.The North Carolina HARNS have been completed but, EZ2678.due to contractual restrictions, coordinates for these stations EZ2678.will NOT be published in the near future. In the interim, the EZ2678.published coordinates in North Carolina will not be EZ2678.consistent with the Continuously Operating Reference Stations EZ2678.(CORS). The HARN coordinates for these stations are available EZ2678.upon request. Contact Gary Thompson(919-733-3836). EZ2678. EZ2678.In addition, the published North Carolina positions EZ2678.(NAD 83 (1986)) are NOT consistent with those determined in EZ2678.adjacent state readjustments. The discontinuity between stations EZ2678.located in North Carolina and those in adjacent states EZ2678.which have been adjusted to the HARN may be as much as 5 EZ2678.decimeters. This will result in a significant loss of accuracy EZ2678.over lines crossing such state borders. EZ2678 EZ2678 EZ2678.The horizontal coordinates were established by classical geodetic methods EZ2678.and adjusted by the National Geodetic Survey in December 1990. EZ2678 EZ2678.The orthometric height was determined by differential leveling EZ2678.and adjusted by the National Geodetic Survey in June 1991. EZ2678 EZ2678.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2678 EZ2678.The geoid height was determined by GEOID03. EZ2678 EZ2678.The dynamic height is computed by dividing the NAVD 88 EZ2678.geopotential number by the normal gravity value computed on the EZ2678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2678.degrees latitude (g = 980.6199 gals.). EZ2678 EZ2678.The modeled gravity was interpolated from observed gravity values. EZ2678 EZ2678; North East Units Scale Factor Converg. EZ2678;SPC NC - 212,220.849 644,982.797 MT 0.99989821 +0 13 32.0 EZ2678;SPC NC - 696,261.24 2,116,081.06 sFT 0.99989821 +0 13 32.0 EZ2678;UTM 17 - 3,949,144.378 716,411.647 MT 1.00017716 +1 23 39.8 EZ2678 EZ2678! - Elev Factor x Scale Factor = Combined Factor EZ2678!SPC NC - 0.99999316 x 0.99989821 = 0.99989137 EZ2678!UTM 17 - 0.99999316 x 1.00017716 = 1.00017031 EZ2678 EZ2678 SUPERSEDED SURVEY CONTROL EZ2678 EZ2678 NGVD 29 (12/03/90) 77.12 (m) 253.0 (f) LEVELING 3 EZ2678 EZ2678.Superseded values are not recommended for survey control. EZ2678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2678.See file dsdata.txt to determine how the superseded data were derived. EZ2678 EZ2678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1641249144(NAD 83) EZ2678_MARKER: DE = TRAVERSE STATION DISK EZ2678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2678_SP_SET: CONCRETE POST EZ2678_STAMPING: PASTURE 1978 EZ2678_MARK LOGO: NCGS EZ2678_PROJECTION: RECESSED 10 CENTIMETERS EZ2678_MAGNETIC: N = NO MAGNETIC MATERIAL EZ2678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2678+STABILITY: SURFACE MOTION EZ2678_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ2678+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2005 EZ2678 EZ2678 HISTORY - Date Condition Report By EZ2678 HISTORY - 1978 MONUMENTED NCGS EZ2678 HISTORY - 1978 GOOD NCGS EZ2678 HISTORY - 20050528 GOOD USPSQD EZ2678 EZ2678 STATION DESCRIPTION EZ2678 EZ2678'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ2678'THE STATION IS LOCATED APPROXIMATELY 3.1 MILES SOUTH OF GARNER. EZ2678' EZ2678'TO REACH THE STATION FROM THE NC 50 OVERPASS OF US 70 IN GARNER, EZ2678'PROCEED SOUTHERLY ALONG NC 50 FOR 3.2 MILES TO T INTERSECTION WITH EZ2678'SR 2711 (BUFFALO ROAD), THENCE WEST ALONG SR 2711 FOR 0.05 MILE TO EZ2678'CREST OF RIDGE AND STATION ON THE LEFT IN A PASTURE. EZ2678' EZ2678'STATION MARK IS A STANDARD DISK STAMPED---PASTURE 1978---SET IN THE EZ2678'TOP OF A CONCRETE CYLINDER WHICH IS 4 INCHES BELOW THE GROUND SURFACE. EZ2678'THE MARK IS 78.2 FEET SOUTH OF THE CENTERLINE OF SR 2711, 59.4 FEET EZ2678'SOUTH-SOUTHWEST OF 16 INCH CEDAR WITH REFERENCE TAG, 107.8 FEET EAST EZ2678'OF NORTHEAST CORNER CONCRETE BLOCK BUILDING, 133.3 FEET NORTH- EZ2678'NORTHEAST OF NORTHEAST CORNER OF SMALL BRICK STRUCTURE AND 111.0 FEET EZ2678'NORTHEAST OF MANHOLE. EZ2678 EZ2678 STATION RECOVERY (1978) EZ2678 EZ2678'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EZ2678'3.1 MI SOUTH FROM GARNER. EZ2678'TO REACH STATION FROM THE NC 50 OVERPASS OF US 70 IN GARNER, PROCEED EZ2678'SOUTHERLY ALONG NC 50 FOR 3.2 MILES TO SR 2711 (BUFFALO ROAD), THENCE EZ2678'WEST ALONG SR 2711 FOR 0.05 MILES TO CREST OF RIDGE AND STATION ON EZ2678'LEFT IN PASTURE, 78.2 FEET SOUTH OF CENTERLINE OF SR 2711, 59.4 FEET EZ2678'SOUTH-SOUTHWEST OF 16 INCH CEDAR WITH REFERENCE TAG, 107.8 FEET EZ2678'EAST OF NORTHEAST CORNER CONCRETE BLOCK BUILDING, 133.3 FEET EZ2678'NORTH-NORTHEAST OF NORTHEAST CORNER OF SMALL BRICK STRUCTURE, EZ2678'AND 111.0 FEET NORTHEAST OF MANHOLE. EZ2678'THE MARK IS 2 FT ABOVE ROAD. EZ2678 EZ2678 STATION RECOVERY (2005) EZ2678 EZ2678'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ2678'N 35 39.746 EZ2678'W 078 36.551 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5359 *********************************************************************** EZ5359 DESIGNATION - PATRICIA EZ5359 PID - EZ5359 EZ5359 STATE/COUNTY- NC/WAKE EZ5359 USGS QUAD - NEW HILL (1983) EZ5359 EZ5359 *CURRENT SURVEY CONTROL EZ5359 ___________________________________________________________________ EZ5359* NAD 83(1986)- 35 40 58.30675(N) 078 54 01.27557(W) ADJUSTED EZ5359* NAVD 88 - 112.4 (meters) 369. (feet) VERTCON EZ5359 ___________________________________________________________________ EZ5359 LAPLACE CORR- -5.77 (seconds) DEFLEC99 EZ5359 GEOID HEIGHT- -32.16 (meters) GEOID03 EZ5359 EZ5359 HORZ ORDER - SECOND EZ5359 EZ5359.The North Carolina HARNS have been completed but, EZ5359.due to contractual restrictions, coordinates for these stations EZ5359.will NOT be published in the near future. In the interim, the EZ5359.published coordinates in North Carolina will not be EZ5359.consistent with the Continuously Operating Reference Stations EZ5359.(CORS). The HARN coordinates for these stations are available EZ5359.upon request. Contact Gary Thompson(919-733-3836). EZ5359. EZ5359.In addition, the published North Carolina positions EZ5359.(NAD 83 (1986)) are NOT consistent with those determined in EZ5359.adjacent state readjustments. The discontinuity between stations EZ5359.located in North Carolina and those in adjacent states EZ5359.which have been adjusted to the HARN may be as much as 5 EZ5359.decimeters. This will result in a significant loss of accuracy EZ5359.over lines crossing such state borders. EZ5359 EZ5359 EZ5359.The horizontal coordinates were established by classical geodetic methods EZ5359.and adjusted by the National Geodetic Survey in July 1986. EZ5359 EZ5359.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5359 EZ5359.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5359 EZ5359.The geoid height was determined by GEOID03. EZ5359 EZ5359; North East Units Scale Factor Converg. EZ5359;SPC NC - 214,419.544 618,620.579 MT 0.99990082 +0 03 27.0 EZ5359;SPC NC - 703,474.79 2,029,591.02 sFT 0.99990082 +0 03 27.0 EZ5359;UTM 17 - 3,950,805.496 690,004.536 MT 1.00004489 +1 13 30.3 EZ5359 EZ5359! - Elev Factor x Scale Factor = Combined Factor EZ5359!SPC NC - 0.99998740 x 0.99990082 = 0.99988822 EZ5359!UTM 17 - 0.99998740 x 1.00004489 = 1.00003229 EZ5359 EZ5359: Primary Azimuth Mark Grid Az EZ5359:SPC NC - STEVEN 058 00 44.9 EZ5359:UTM 17 - STEVEN 056 50 41.6 EZ5359 EZ5359|---------------------------------------------------------------------| EZ5359| PID Reference Object Distance Geod. Az | EZ5359| dddmmss.s | EZ5359| EZ1940 STEVEN APPROX. 2.3 KM 0580411.9 | EZ5359|---------------------------------------------------------------------| EZ5359 EZ5359 SUPERSEDED SURVEY CONTROL EZ5359 EZ5359 NAD 27 - 35 40 57.76350(N) 078 54 02.24450(W) AD( ) 2 EZ5359 NGVD 29 (07/19/86) 112.7 (m) 370. (f) VERT ANG EZ5359 EZ5359.Superseded values are not recommended for survey control. EZ5359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5359.See file dsdata.txt to determine how the superseded data were derived. EZ5359 EZ5359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9000550805(NAD 83) EZ5359_MARKER: DE = TRAVERSE STATION DISK EZ5359_SETTING: 0 = UNSPECIFIED SETTING EZ5359_STAMPING: PATRICIA 1970 EZ5359_MARK LOGO: NCGS EZ5359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ5359 EZ5359 HISTORY - Date Condition Report By EZ5359 HISTORY - 1970 MONUMENTED NCGS EZ5359 HISTORY - 1985 GOOD USPSQD EZ5359 EZ5359 STATION DESCRIPTION EZ5359 EZ5359'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ5359'PATRICIA IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ5359'THE VICINITY OF NEW HILL, NORTH CAROLINA. EZ5359' EZ5359'PATRICIA IS LOCATED APPROXIMATELY 2.0 MILES NORTHEAST OF NEW HILL AND EZ5359'4.3 MILES SOUTHWEST OF APEX. TO REACH STATION PROCEED FROM THE EZ5359'INTERSECTION OF US 1 AND NC 55 (APEX AND FUQUAY-VARINA EXIT), GO EZ5359'SOUTH ON US 1 FOR 4.0 MILES TO STATION EMBEDDED IN BRIDGE ON SR EZ5359'1149 OVER US 1. STATION IS DIRECTLY OVER PROPOSED N BOUND LANE ON EZ5359'US 1, AND 1.95 MILES NORTH OF SR 1135 (NEW HILL RD.). EZ5359' EZ5359'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ5359'PATRICIA 1970, SET IN CONCRETE FLUSH WITH BRIDGE FLOOR. EZ5359' EZ5359'STATION MARK IS-- EZ5359'11.0 FEET NE OF C/L OF SR 1149. EZ5359'157.0 FEET SSE OF C/L OF SR 1149 AT N END OF BRIDGE. EZ5359'134.2 FEET NNW OF C/L OF SR 1149 AT S END OF BRIDGE. EZ5359'1.8 FEET SW OF EDGE OF BRIDGE. EZ5359 EZ5359 STATION RECOVERY (1985) EZ5359 EZ5359'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ5359'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5167 *********************************************************************** EZ5167 DESIGNATION - PATROL EZ5167 PID - EZ5167 EZ5167 STATE/COUNTY- NC/WAKE EZ5167 USGS QUAD - RALEIGH WEST (1988) EZ5167 EZ5167 *CURRENT SURVEY CONTROL EZ5167 ___________________________________________________________________ EZ5167* NAD 83(1986)- 35 48 12.56149(N) 078 42 26.56403(W) ADJUSTED EZ5167* NAVD 88 - 149.9 (meters) 492. (feet) VERTCON EZ5167 ___________________________________________________________________ EZ5167 LAPLACE CORR- -6.91 (seconds) DEFLEC99 EZ5167 GEOID HEIGHT- -32.56 (meters) GEOID03 EZ5167 EZ5167 HORZ ORDER - SECOND EZ5167 EZ5167.The North Carolina HARNS have been completed but, EZ5167.due to contractual restrictions, coordinates for these stations EZ5167.will NOT be published in the near future. In the interim, the EZ5167.published coordinates in North Carolina will not be EZ5167.consistent with the Continuously Operating Reference Stations EZ5167.(CORS). The HARN coordinates for these stations are available EZ5167.upon request. Contact Gary Thompson(919-733-3836). EZ5167. EZ5167.In addition, the published North Carolina positions EZ5167.(NAD 83 (1986)) are NOT consistent with those determined in EZ5167.adjacent state readjustments. The discontinuity between stations EZ5167.located in North Carolina and those in adjacent states EZ5167.which have been adjusted to the HARN may be as much as 5 EZ5167.decimeters. This will result in a significant loss of accuracy EZ5167.over lines crossing such state borders. EZ5167 EZ5167 EZ5167.The horizontal coordinates were established by classical geodetic methods EZ5167.and adjusted by the National Geodetic Survey in July 1986. EZ5167 EZ5167.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5167 EZ5167.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5167 EZ5167.The geoid height was determined by GEOID03. EZ5167 EZ5167; North East Units Scale Factor Converg. EZ5167;SPC NC - 227,836.787 636,048.134 MT 0.99991885 +0 10 08.0 EZ5167;SPC NC - 747,494.53 2,086,767.92 sFT 0.99991885 +0 10 08.0 EZ5167;UTM 17 - 3,964,578.265 707,157.493 MT 1.00012883 +1 20 30.0 EZ5167 EZ5167! - Elev Factor x Scale Factor = Combined Factor EZ5167!SPC NC - 0.99998158 x 0.99991885 = 0.99990043 EZ5167!UTM 17 - 0.99998158 x 1.00012883 = 1.00011041 EZ5167 EZ5167 SUPERSEDED SURVEY CONTROL EZ5167 EZ5167 NAD 27 - 35 48 12.02578(N) 078 42 27.55459(W) AD( ) 2 EZ5167 NGVD 29 (07/19/86) 150.2 (m) 493. (f) VERT ANG EZ5167 EZ5167.Superseded values are not recommended for survey control. EZ5167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5167.See file dsdata.txt to determine how the superseded data were derived. EZ5167 EZ5167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0715764578(NAD 83) EZ5167_MARKER: DE = TRAVERSE STATION DISK EZ5167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5167_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5167_STAMPING: PATROL 1970 EZ5167_MARK LOGO: NCGS EZ5167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5167+STABILITY: SURFACE MOTION EZ5167 EZ5167 HISTORY - Date Condition Report By EZ5167 HISTORY - 1970 MONUMENTED NCGS EZ5167 HISTORY - 1973 SEE DESCRIPTION NCGS EZ5167 HISTORY - 20040627 MARK NOT FOUND USPSQD EZ5167 EZ5167 STATION DESCRIPTION EZ5167 EZ5167'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ5167'PATROL IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ5167'VICINITY OF NORTHWEST WAKE COUNTY. EZ5167' EZ5167'PATROL IS LOCATED APPROXIMATELY 4.0 MILES WNW OF RALEIGH AND 4.1 EZ5167'MILES ENE OF CARY. TO REACH STATION PROCEED FROM THE INTERSECTION OF EZ5167'US 1 AND SR 1664 NEAR SOUTHEAST CORNER OF STATE FAIRGROUNDS, GO EZ5167'NORTH ON SR 1664 FOR 0.65 MILE TO INTERSECTION OF SR 1664 AND NEW EZ5167'NC 54. STATION IS NEAR THE SOUTHWEST CORNER OF BRIDGE ON SR EZ5167'1664 OVER NEW NC 54. EZ5167' EZ5167'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ5167'PATROL 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ5167'IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5167' EZ5167'MARK IS-- EZ5167'91.1 FEET W OF C/L OF SR 1664. EZ5167'132.0 FEET S OF APPROX. C/L OF NEW NC 54. EZ5167'74.0 FEET SW OF SW CORNER OF BRIDGE ABUTMENT. EZ5167'137.5 FEET WSW OF SE CORNER OF BRIDGE ABUTMENT. EZ5167'5.7 FEET NE OF ALUMINUM REF. TAG ON PP NO. 8. EZ5167 EZ5167 STATION RECOVERY (1973) EZ5167 EZ5167'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EZ5167'MARK WAS DESTROYED. EZ5167' EZ5167'REPLACED BY PATROL 2 1972 IN SAME VICINITY. EZ5167 EZ5167 STATION RECOVERY (2004) EZ5167 EZ5167'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ5167'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5437 *********************************************************************** EZ5437 DESIGNATION - PAUL EZ5437 PID - EZ5437 EZ5437 STATE/COUNTY- NC/WAKE EZ5437 USGS QUAD - CARY (1993) EZ5437 EZ5437 *CURRENT SURVEY CONTROL EZ5437 ___________________________________________________________________ EZ5437* NAD 83(1986)- 35 47 35.32492(N) 078 46 03.05816(W) ADJUSTED EZ5437* NAVD 88 - 153.7 (meters) 504. (feet) VERTCON EZ5437 ___________________________________________________________________ EZ5437 LAPLACE CORR- -6.76 (seconds) DEFLEC99 EZ5437 GEOID HEIGHT- -32.33 (meters) GEOID03 EZ5437 EZ5437 HORZ ORDER - SECOND EZ5437 EZ5437.The North Carolina HARNS have been completed but, EZ5437.due to contractual restrictions, coordinates for these stations EZ5437.will NOT be published in the near future. In the interim, the EZ5437.published coordinates in North Carolina will not be EZ5437.consistent with the Continuously Operating Reference Stations EZ5437.(CORS). The HARN coordinates for these stations are available EZ5437.upon request. Contact Gary Thompson(919-733-3836). EZ5437. EZ5437.In addition, the published North Carolina positions EZ5437.(NAD 83 (1986)) are NOT consistent with those determined in EZ5437.adjacent state readjustments. The discontinuity between stations EZ5437.located in North Carolina and those in adjacent states EZ5437.which have been adjusted to the HARN may be as much as 5 EZ5437.decimeters. This will result in a significant loss of accuracy EZ5437.over lines crossing such state borders. EZ5437 EZ5437 EZ5437.The horizontal coordinates were established by classical geodetic methods EZ5437.and adjusted by the National Geodetic Survey in July 1986. EZ5437 EZ5437.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5437 EZ5437.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5437 EZ5437.The geoid height was determined by GEOID03. EZ5437 EZ5437; North East Units Scale Factor Converg. EZ5437;SPC NC - 226,674.844 630,615.664 MT 0.99991713 +0 08 03.1 EZ5437;SPC NC - 743,682.38 2,068,944.89 sFT 0.99991713 +0 08 03.1 EZ5437;UTM 17 - 3,963,305.165 701,748.868 MT 1.00010158 +1 18 22.1 EZ5437 EZ5437! - Elev Factor x Scale Factor = Combined Factor EZ5437!SPC NC - 0.99998094 x 0.99991713 = 0.99989808 EZ5437!UTM 17 - 0.99998094 x 1.00010158 = 1.00008252 EZ5437 EZ5437 SUPERSEDED SURVEY CONTROL EZ5437 EZ5437 NAD 27 - 35 47 34.79303(N) 078 46 04.04669(W) AD( ) 2 EZ5437 NGVD 29 (07/19/86) 154.0 (m) 505. (f) VERT ANG EZ5437 EZ5437.Superseded values are not recommended for survey control. EZ5437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5437.See file dsdata.txt to determine how the superseded data were derived. EZ5437 EZ5437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0174963305(NAD 83) EZ5437_MARKER: DE = TRAVERSE STATION DISK EZ5437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5437_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5437+STABILITY: SURFACE MOTION EZ5437 EZ5437 HISTORY - Date Condition Report By EZ5437 HISTORY - 1965 MONUMENTED NCGS EZ5437 HISTORY - 1971 MARK NOT FOUND LOCENG EZ5437 HISTORY - 20040627 MARK NOT FOUND USPSQD EZ5437 EZ5437 STATION DESCRIPTION EZ5437 EZ5437'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ5437'PAUL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ5437'THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5437' EZ5437'PAUL IS 7.3 MILES W OF RALEIGH AND 0.9 MILES NE OF EZ5437'CARY. LOCATED 0.15 MILES N ALONG SR 1650 FROM OLD U.S. 1 AND EZ5437'64 (SR 1011). APPROXIMATELY 300 FT SE OF INTERSECTION OF EZ5437'SR 1560 AND NC 54. APPROXIMATELY 100 FT N OF SEABOARD AIRLINE EZ5437'RR. APPROXIMATELY 20 FT S OF TELEPHONE CABLE POLE EZ5437'LINE. APPROXIMATELY 200 FT E OF SR 1650. APPROXIMATELY EZ5437'500 FT NE OF CAROLINA READY MIX CONCRETE PLANT. AND IN SIGHT EZ5437'OF TAYLOR BISCUIT COMPANY WATER TANK TO THE SOUTHWEST. EZ5437' EZ5437'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5437'PAUL 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5437'WHICH IS 4 INCHES ABOVE THE SURFACE OF THE GROUND. EZ5437' EZ5437'MARK IS EZ5437' EZ5437'75.9 FT SW OF PP WITH ALUMINUM REF. TAG EZ5437' EZ5437'76.1 FT SE OF PP WITH ALUMINUM REF. TAG EZ5437' EZ5437'12.4 FT SE OF SMALL SWEET GUM TREE EZ5437' EZ5437'16.8 FT N OF SMALL SWEET GUM TREE EZ5437' EZ5437'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ5437 EZ5437 STATION RECOVERY (1971) EZ5437 EZ5437'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1971 EZ5437'STATION IS DESTROYED. EZ5437 EZ5437 STATION RECOVERY (2004) EZ5437 EZ5437'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ5437'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5172 *********************************************************************** EZ5172 DESIGNATION - PAULS EZ5172 PID - EZ5172 EZ5172 STATE/COUNTY- NC/WAKE EZ5172 USGS QUAD - RALEIGH WEST (1988) EZ5172 EZ5172 *CURRENT SURVEY CONTROL EZ5172 ___________________________________________________________________ EZ5172* NAD 83(1986)- 35 49 30.60896(N) 078 41 51.71442(W) ADJUSTED EZ5172* NAVD 88 - 130.6 (meters) 428. (feet) VERTCON EZ5172 ___________________________________________________________________ EZ5172 LAPLACE CORR- -6.97 (seconds) DEFLEC99 EZ5172 GEOID HEIGHT- -32.55 (meters) GEOID03 EZ5172 EZ5172 HORZ ORDER - SECOND EZ5172 EZ5172.The North Carolina HARNS have been completed but, EZ5172.due to contractual restrictions, coordinates for these stations EZ5172.will NOT be published in the near future. In the interim, the EZ5172.published coordinates in North Carolina will not be EZ5172.consistent with the Continuously Operating Reference Stations EZ5172.(CORS). The HARN coordinates for these stations are available EZ5172.upon request. Contact Gary Thompson(919-733-3836). EZ5172. EZ5172.In addition, the published North Carolina positions EZ5172.(NAD 83 (1986)) are NOT consistent with those determined in EZ5172.adjacent state readjustments. The discontinuity between stations EZ5172.located in North Carolina and those in adjacent states EZ5172.which have been adjusted to the HARN may be as much as 5 EZ5172.decimeters. This will result in a significant loss of accuracy EZ5172.over lines crossing such state borders. EZ5172 EZ5172 EZ5172.The horizontal coordinates were established by classical geodetic methods EZ5172.and adjusted by the National Geodetic Survey in July 1986. EZ5172 EZ5172.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5172 EZ5172.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5172 EZ5172.The geoid height was determined by GEOID03. EZ5172 EZ5172; North East Units Scale Factor Converg. EZ5172;SPC NC - 230,244.707 636,915.719 MT 0.99992256 +0 10 28.1 EZ5172;SPC NC - 755,394.51 2,089,614.32 sFT 0.99992256 +0 10 28.1 EZ5172;UTM 17 - 3,967,003.954 707,975.768 MT 1.00013302 +1 20 53.0 EZ5172 EZ5172! - Elev Factor x Scale Factor = Combined Factor EZ5172!SPC NC - 0.99998461 x 0.99992256 = 0.99990717 EZ5172!UTM 17 - 0.99998461 x 1.00013302 = 1.00011762 EZ5172 EZ5172: Primary Azimuth Mark Grid Az EZ5172:SPC NC - EMORY 229 45 53.9 EZ5172:UTM 17 - EMORY 228 35 29.0 EZ5172 EZ5172|---------------------------------------------------------------------| EZ5172| PID Reference Object Distance Geod. Az | EZ5172| dddmmss.s | EZ5172| EZ5115 BLUE RIDGE 322.768 METERS 06803 | EZ5172| EZ5171 EMORY 437.663 METERS 2295622.0 | EZ5172|---------------------------------------------------------------------| EZ5172 EZ5172 SUPERSEDED SURVEY CONTROL EZ5172 EZ5172 NAD 27 - 35 49 30.07166(N) 078 41 52.69906(W) AD( ) 2 EZ5172 NGVD 29 (07/19/86) 130.9 (m) 429. (f) VERT ANG EZ5172 EZ5172.Superseded values are not recommended for survey control. EZ5172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5172.See file dsdata.txt to determine how the superseded data were derived. EZ5172 EZ5172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0797667004(NAD 83) EZ5172_MARKER: DE = TRAVERSE STATION DISK EZ5172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5172_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5172_STAMPING: PAULS 1970 EZ5172_MARK LOGO: NCGS EZ5172_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ5172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5172+STABILITY: SURFACE MOTION EZ5172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5172+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2004 EZ5172 EZ5172 HISTORY - Date Condition Report By EZ5172 HISTORY - 1970 MONUMENTED NCGS EZ5172 HISTORY - 19860101 GOOD NCGS EZ5172 HISTORY - 20040820 GOOD BSA EZ5172 HISTORY - 20041220 GOOD GEOCAC EZ5172 EZ5172 STATION DESCRIPTION EZ5172 EZ5172'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ5172'PAULS IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ5172'VICINITY OF NORTHWEST WAKE COUNTY. EZ5172' EZ5172'PAULS IS LOCATED APPROXIMATELY 4.2 MILES WNW OF RALEIGH AND 5.1 MILES EZ5172'NORTHEAST OF CARY. TO REACH STATION PROCEED FROM THE INTERSECTION EZ5172'OF SR 1664 AND NEW NC 54 NEAR SOUTHEAST CORNER OF STATE FAIRGROUNDS, EZ5172'GO NORTH ON SR 1664 FOR 1.85 MILES TO INTERSECTION OF SR 1664 AND EZ5172'SR 1670, TURN RIGHT ON SR 1670 AND PROCEED 0.5 MILE TO STATION EZ5172'ON LEFT, IN ST. PAULS CHRISTIAN CHURCH YARD, AND IN NORTHWEST EZ5172'CORNER OF INTERSECTION OF SR 1670 AND SR 1758. EZ5172' EZ5172'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ5172'PAULS 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ5172'IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5172' EZ5172'MARK IS-- EZ5172'37.8 FEET NNW OF C/L OF SR 1670. EZ5172'124.5 FEET WSW OF C/L OF SR 1758. EZ5172'5.7 FEET SW OF S EDGE OF BRICK CHURCH SIGN. EZ5172'10.2 FEET SSW OF N EDGE OF BRICK CHURCH SIGN. EZ5172'34.2 FEET WNW OF ALUMINUM REF. TAG ON PP NO. 21. EZ5172'76.6 FEET NW OF ALUMINUM REF. TAG ON PP NO. 52. EZ5172'91.0 FEET W OF ALUMINUM REF. TAG ON PP NO. 12. EZ5172 EZ5172 STATION RECOVERY (1986) EZ5172 EZ5172'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ5172'RECOVERED AS DESCRIBED. A COMPLETE NEW DESCRIPTION FOLLOWS. STATION IS EZ5172'LOCATED ABOUT 7.2 KM (4.45 MI) NORTHWEST OF CAPITOL SQUARE (IN EZ5172'RALEIGH). ALONG SR 1670 (BLUE RIDGE ROAD) FOR 2.7 KM (1.65 MI) EZ5172'SOUTHWEST FROM US 70 (AT CRABTREE), AT EDGEMONT DRIVE, IN THE EZ5172'NORTHWEST QUADRANT OF THE T-INTERSECTION, IN SAINT PAULS CHURCH YARD. EZ5172'MARK IS LEVEL WITH ROAD. LOCATED 12.0 M (39.4 FT) NORTH-NORTHWEST OF EZ5172'THE CENTERLINE OF BLUE RIDGE ROAD, 37.9 M (124.3 FT) WEST-SOUTHWEST OF EZ5172'THE CENTERLINE OF EDGEMONT DRIVE, 1.7 M (5.6 FT) SOUTH-SOUTHWEST OF EZ5172'THE SOUTH END OF A BRICK CHURCH SIGN, AND 10.0 M (32.8 FT) WEST OF A EZ5172'TELEPHONE POLE WITH A REFERENCE TAG. EZ5172 EZ5172 STATION RECOVERY (2004) EZ5172 EZ5172'RECOVERY NOTE BY BOY SCOUTS OF AMERICA 2004 (RLS) EZ5172'BRICK CHURCH SIGN USED AS REFERENCE HAS BEEN DEMOLISHED AND REMOVED EZ5172 EZ5172 STATION RECOVERY (2004) EZ5172 EZ5172'RECOVERY NOTE BY GEOCACHING 2004 (PFF) EZ5172'DELETE REFERENCE TO BRICK SIGN, WHICH HAS BEEN REMOVED. REF TAG ON EZ5172'POLE OKAY. ALSO 30 FT SSW OF A MATURE PINE TREE, 15 FT EAST OF A EZ5172'MATURE HARDWOOD TREE. DISK NOW 2CM BELOW GROUND. GPS COORD GOOD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AI7144 *********************************************************************** AI7144 DESIGNATION - PAYNE AI7144 PID - AI7144 AI7144 STATE/COUNTY- NC/WAKE AI7144 USGS QUAD - GREEN LEVEL (1993) AI7144 AI7144 *CURRENT SURVEY CONTROL AI7144 ___________________________________________________________________ AI7144* NAD 83(1986)- 35 51 18.44649(N) 078 53 41.75524(W) ADJUSTED AI7144* NAVD 88 - 79.715 (meters) 261.53 (feet) ADJUSTED AI7144 ___________________________________________________________________ AI7144 LAPLACE CORR- -5.74 (seconds) DEFLEC99 AI7144 GEOID HEIGHT- -31.72 (meters) GEOID03 AI7144 DYNAMIC HT - 79.648 (meters) 261.31 (feet) COMP AI7144 MODELED GRAV- 979,798.8 (mgal) NAVD 88 AI7144 AI7144 HORZ ORDER - SECOND AI7144 VERT ORDER - SECOND CLASS II AI7144 AI7144.The North Carolina HARNS have been completed but, AI7144.due to contractual restrictions, coordinates for these stations AI7144.will NOT be published in the near future. In the interim, the AI7144.published coordinates in North Carolina will not be AI7144.consistent with the Continuously Operating Reference Stations AI7144.(CORS). The HARN coordinates for these stations are available AI7144.upon request. Contact Gary Thompson(919-733-3836). AI7144. AI7144.In addition, the published North Carolina positions AI7144.(NAD 83 (1986)) are NOT consistent with those determined in AI7144.adjacent state readjustments. The discontinuity between stations AI7144.located in North Carolina and those in adjacent states AI7144.which have been adjusted to the HARN may be as much as 5 AI7144.decimeters. This will result in a significant loss of accuracy AI7144.over lines crossing such state borders. AI7144 AI7144 AI7144.The horizontal coordinates were established by classical geodetic methods AI7144.and adjusted by the National Geodetic Survey in August 2000. AI7144 AI7144.The orthometric height was determined by differential leveling AI7144.and adjusted by the National Geodetic Survey in December 2000. AI7144 AI7144.The Laplace correction was computed from DEFLEC99 derived deflections. AI7144 AI7144.The geoid height was determined by GEOID03. AI7144 AI7144.The dynamic height is computed by dividing the NAVD 88 AI7144.geopotential number by the normal gravity value computed on the AI7144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AI7144.degrees latitude (g = 980.6199 gals.). AI7144 AI7144.The modeled gravity was interpolated from observed gravity values. AI7144 AI7144; North East Units Scale Factor Converg. AI7144;SPC NC - 233,531.564 619,091.148 MT 0.99992793 +0 03 38.3 AI7144;SPC NC - 766,178.14 2,031,134.87 sFT 0.99992793 +0 03 38.3 AI7144;UTM 17 - 3,969,925.654 690,084.717 MT 1.00004525 +1 14 00.2 AI7144 AI7144! - Elev Factor x Scale Factor = Combined Factor AI7144!SPC NC - 0.99999247 x 0.99992793 = 0.99992040 AI7144!UTM 17 - 0.99999247 x 1.00004525 = 1.00003772 AI7144 AI7144 SUPERSEDED SURVEY CONTROL AI7144 AI7144 NAVD 88 (08/15/00) 79.72 (m) 261.5 (f) LEVELING 3 AI7144 AI7144.Superseded values are not recommended for survey control. AI7144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AI7144.See file dsdata.txt to determine how the superseded data were derived. AI7144 AI7144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9008569926(NAD 83) AI7144_MARKER: DH = HORIZONTAL CONTROL DISK AI7144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI7144_STAMPING: PAYNE 1996 RTP-12 AI7144_MARK LOGO: NCGS AI7144_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AI7144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI7144+STABILITY: SURFACE MOTION AI7144_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AI7144+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1996 AI7144 AI7144 HISTORY - Date Condition Report By AI7144 HISTORY - 1996 MONUMENTED NCGS AI7144 HISTORY - 19960319 GOOD NCGS AI7144 AI7144 STATION DESCRIPTION AI7144 AI7144'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG) AI7144'STATION IS LOCATED ABOUT 9.6 MI (15.4 KM) SOUTH OF DURHAM AND 4.6 MI AI7144'(7.4 KM) WEST-NORTHWEST OF MORRISVILLE. AI7144'ALONG NC 55 FOR 3.6 MI (5.8 KM) SOUTH FROM I-40, IN SHOULDER, ON THE AI7144'PROLONGATION OF THE CENTER OF A DRIVEWAY ACROSS NC 55, OR 1.55 MI AI7144'(2.49 KM) NORTHWEST OF SR 1630. AI7144'MARK IS ABOUT LEVEL WITH NC 55 AND IS RECESSED ABOUT 3-INCHES BELOW AI7144'GROUND. LOCATED 22.0 FT (6.7 M) WEST-NORTHWEST OF THE CENTERLINE OF AI7144'NC 55, 135.6 FT (41.3 M) NORTH OF THE NORTHWEST STEEL POST OF GUARD AI7144'POSTS AROUND A GAS PIPELINE VALVE, 94.0 FT (28.7 M) SOUTH OF THE WEST AI7144'END OF A HIGHWAY CULVERT, 97.8 FT (29.8 M) SOUTHWEST OF AND ACROSS NC AI7144'55 FROM THE EAST END OF HIGHWAY CULVERT--AND 76.0 FT (23.2 M) AI7144'EAST-NORTHEAST OF A POWER POLE, 33.4 FT (10.2 M) EAST-SOUTHEAST OF A AI7144'28-INCH PINE--BOTH WITH REFERENCE TAGS. AI7144 AI7144 STATION RECOVERY (1996) AI7144 AI7144'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG) AI7144'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0730 *********************************************************************** EZ0730 DESIGNATION - PEABLOUNT EZ0730 PID - EZ0730 EZ0730 STATE/COUNTY- NC/WAKE EZ0730 USGS QUAD - RALEIGH WEST (1988) EZ0730 EZ0730 *CURRENT SURVEY CONTROL EZ0730 ___________________________________________________________________ EZ0730* NAD 83(1986)- 35 47 16.00414(N) 078 38 10.06247(W) ADJUSTED EZ0730* NAVD 88 - 103.870 (meters) 340.78 (feet) ADJUSTED EZ0730 ___________________________________________________________________ EZ0730 LAPLACE CORR- -7.48 (seconds) DEFLEC99 EZ0730 GEOID HEIGHT- -32.90 (meters) GEOID03 EZ0730 DYNAMIC HT - 103.780 (meters) 340.48 (feet) COMP EZ0730 MODELED GRAV- 979,770.9 (mgal) NAVD 88 EZ0730 EZ0730 HORZ ORDER - SECOND EZ0730 VERT ORDER - FIRST CLASS II EZ0730 EZ0730.The North Carolina HARNS have been completed but, EZ0730.due to contractual restrictions, coordinates for these stations EZ0730.will NOT be published in the near future. In the interim, the EZ0730.published coordinates in North Carolina will not be EZ0730.consistent with the Continuously Operating Reference Stations EZ0730.(CORS). The HARN coordinates for these stations are available EZ0730.upon request. Contact Gary Thompson(919-733-3836). EZ0730. EZ0730.In addition, the published North Carolina positions EZ0730.(NAD 83 (1986)) are NOT consistent with those determined in EZ0730.adjacent state readjustments. The discontinuity between stations EZ0730.located in North Carolina and those in adjacent states EZ0730.which have been adjusted to the HARN may be as much as 5 EZ0730.decimeters. This will result in a significant loss of accuracy EZ0730.over lines crossing such state borders. EZ0730 EZ0730 EZ0730.The horizontal coordinates were established by classical geodetic methods EZ0730.and adjusted by the National Geodetic Survey in July 1986. EZ0730 EZ0730.The orthometric height was determined by differential leveling EZ0730.and adjusted by the National Geodetic Survey in June 1991. EZ0730 EZ0730.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0730 EZ0730.The geoid height was determined by GEOID03. EZ0730 EZ0730.The dynamic height is computed by dividing the NAVD 88 EZ0730.geopotential number by the normal gravity value computed on the EZ0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0730.degrees latitude (g = 980.6199 gals.). EZ0730 EZ0730.The modeled gravity was interpolated from observed gravity values. EZ0730 EZ0730; North East Units Scale Factor Converg. EZ0730;SPC NC - 226,115.087 642,494.066 MT 0.99991625 +0 12 36.1 EZ0730;SPC NC - 741,845.91 2,107,915.95 sFT 0.99991625 +0 12 36.1 EZ0730;UTM 17 - 3,962,988.501 713,638.793 MT 1.00016245 +1 22 58.4 EZ0730 EZ0730! - Elev Factor x Scale Factor = Combined Factor EZ0730!SPC NC - 0.99998886 x 0.99991625 = 0.99990511 EZ0730!UTM 17 - 0.99998886 x 1.00016245 = 1.00015131 EZ0730 EZ0730: Primary Azimuth Mark Grid Az EZ0730:SPC NC - GLENPEACE 275 50 12.6 EZ0730:UTM 17 - GLENPEACE 274 39 50.3 EZ0730 EZ0730|---------------------------------------------------------------------| EZ0730| PID Reference Object Distance Geod. Az | EZ0730| dddmmss.s | EZ0730| EZ0727 BLANE 451.488 METERS 1824600.1 | EZ0730| EZ0728 BLOLK 201.987 METERS 18249 | EZ0730| EZ5125 GLENPEACE APPROX. 1.0 KM 2760248.7 | EZ0730|---------------------------------------------------------------------| EZ0730 EZ0730 SUPERSEDED SURVEY CONTROL EZ0730 EZ0730 NAD 27 - 35 47 15.46020(N) 078 38 11.05059(W) AD( ) 2 EZ0730 NGVD 29 (03/05/92) 104.152 (m) 341.71 (f) ADJUSTED 1 2 EZ0730 EZ0730.Superseded values are not recommended for survey control. EZ0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0730.See file dsdata.txt to determine how the superseded data were derived. EZ0730 EZ0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1363962989(NAD 83) EZ0730_MARKER: DE = TRAVERSE STATION DISK EZ0730_SETTING: 30 = SET IN A LIGHT STRUCTURE EZ0730_SP_SET: SIDEWALK EZ0730_STAMPING: PEABLOUNT 1972 EZ0730_MAGNETIC: N = NO MAGNETIC MATERIAL EZ0730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ0730 EZ0730 HISTORY - Date Condition Report By EZ0730 HISTORY - 1972 MONUMENTED NCGS EZ0730 HISTORY - 1972 GOOD NCGS EZ0730 HISTORY - 1980 GOOD NCGS EZ0730 HISTORY - 1983 GOOD NCGS EZ0730 HISTORY - 1984 GOOD USPSQD EZ0730 HISTORY - 1984 GOOD USPSQD EZ0730 HISTORY - 1985 GOOD USPSQD EZ0730 HISTORY - 1987 GOOD USPSQD EZ0730 HISTORY - 1988 GOOD USPSQD EZ0730 HISTORY - 20021126 MARK NOT FOUND INDIV EZ0730 HISTORY - 20040520 MARK NOT FOUND USPSQD EZ0730 EZ0730 STATION DESCRIPTION EZ0730 EZ0730'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ0730'PEABLOUNT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ0730'IN RALEIGH, NORTH CAROLINA. EZ0730' EZ0730'PEABLOUNT IS IN THE SIDEWALK IN THE SOUTHWEST QUADRANT OF EZ0730'INTERSECTION OF PEACE STREET AND BLOUNT STREET, ONE BLOCK EAST EZ0730'AND FIVE BLOCKS NORTH OF NORTHEAST CORNER OF STATE CAPITOL EZ0730'SQUARE, TWO SHORT BLOCKS EAST OF FRONT WALKWAY ENTRANCE TO PEACE EZ0730'COLLEGE. EZ0730' EZ0730'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0730'PEABLOUNT 1972, SET FLUSH IN THE SIDEWALK. EZ0730' EZ0730'MARK IS EZ0730' EZ0730'30.8 FT W OF C/L OF BLOUNT ST. EZ0730' EZ0730'25.1 FT S OF C/L OF PEACE ST. EZ0730' EZ0730'7.0 FT NW OF BASE OF PP 2094 WITH STREET AND TRAFFIC LIGHTS EZ0730'AND ALUMINUM REF. TAG EZ0730' EZ0730'10.6 FT ENE OF 32 INCH V FORKED OAK WITH ALUMINUM REF. TAG EZ0730' EZ0730'20.8 FT ESE OF BASE OF PP WITH ALUMINUM REF. TAG EZ0730' EZ0730'50.6 FT NE OF NE CORNER OF N.C. DENTAL SOCIETY BLDG. EZ0730 EZ0730 STATION RECOVERY (1972) EZ0730 EZ0730'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0730'IN RALEIGH. EZ0730'STATION IS IN THE SW QUADRANT OF INTERSECTION OF PEACE STREET EZ0730'AND BLOUNT STREET, ONE BLOCK E AND FIVE BLOCKS N OF NE CORNER EZ0730'OF STATE CAPITOL SQUARE, IN SIDEWALK, 30.8 FT W OF C/L OF BLOUNT EZ0730'ST., 25.1 FT S OF C/L OF PEACE ST., 7.0 FT NW OF BASE OF PP EZ0730'2094 WITH STREET AND TRAFFIC LIGHTS AND ALUMINUM REF. TAG, EZ0730'10.6 FT ENE OF 32 IN V FORKED OAK TREE WITH ALUMINUM REF. TAG, EZ0730'20.8 FT ESE OF BASE OF PP WITH ALUMINUM REF. TAG, AND 50.6 FT EZ0730'NE OF NE CORNER OF N.C. DENTAL SOCIETY BUILDING. DISK IS SET EZ0730'FLUSH IN SIDEWALK. EZ0730 EZ0730 STATION RECOVERY (1980) EZ0730 EZ0730'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ0730'ONE BLOCK EAST ALONG EDENTON STREET AND FIVE BLOCKS NORTH ALONG EZ0730'BLOUNT STREET FROM NORTHEAST CORNER OF STATE CAPITOL SQUARE, SET EZ0730'IN SIDEWALK IN THE SOUTHWEST QUADRANT OF INTERSECTION OF PEACE EZ0730'STREET AND BLOUNT STREET AND APPROXIMATELY 250 FEET EAST-SOUTHEAST EZ0730'OF THE SOUTHEAST CORNER OF PEACE COLLEGE CAMPUS, 30.8 FEET WEST EZ0730'OF CENTERLINE OF BLOUNT STREET, 25.1 FEET SOUTH OF CENTERLINE EZ0730'OF PEACE STREET, 7.0 FEET NORTHWEST OF POWER POLE 2094 WITH EZ0730'REFERENCE TAG, 20.8 FEET SOUTHEAST OF POWER POLE WITH REFERENCE EZ0730'TAG AND 50.6 FEET NORTHEAST OF NORTHEAST CORNER OF BRICK OFFICE EZ0730'BUILDING. EZ0730'THE MARK IS ABOVE LEVEL WITH SIDEWALK. EZ0730 EZ0730 STATION RECOVERY (1983) EZ0730 EZ0730'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG) EZ0730'THE STATION WAS RECOVERED AT THIS DATE. EZ0730'THE MARK WAS FOUND IN GOOD CONDITION AS DESCRIBED. EZ0730' EZ0730'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK. EZ0730 EZ0730 STATION RECOVERY (1984) EZ0730 EZ0730'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGS) EZ0730'PEABLOUNT 1972 RECOVERED GOOD. EZ0730' EZ0730'THE STATION MARK WAS FOUND GOOD AS DESCRIBED WITH THE EXCEPTION EZ0730'THAT THE FOURTH REFERENCE POINT IS NO LONGER THERE AND THE SIXTH EZ0730'REFERENCE POINT SHOULD BE CHANGED FROM THE N.C. DENTAL SOCIETY EZ0730'BLDG. TO THE DEPARTMENT OF TRANSPORTATION PERMIT OFFICE. THE EZ0730'NAME OF THE BUILDING HAS CHANGED. EZ0730 EZ0730 STATION RECOVERY (1984) EZ0730 EZ0730'RECOVERY NOTE BY US POWER SQUADRON 1984 EZ0730'THE FOURTH REFERENCE POINT IS NO LONGER THERE AND THE SIXTH REFERENCE EZ0730'POINT SHOULD BE CHANGED TO READ 'DEPARTMENT OF TRANSPORTATION PERMIT EZ0730'OFFICE'. INSTEAD OF ' N C DENTAL SOCIETY BLDG. THE NAME OF THE EZ0730'BUILDING HAS CHANGED. EZ0730 EZ0730 STATION RECOVERY (1985) EZ0730 EZ0730'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) EZ0730'RECOVERED IN GOOD CONDITION. EZ0730 EZ0730 STATION RECOVERY (1987) EZ0730 EZ0730'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ0730'RECOVERED IN GOOD CONDITION. EZ0730 EZ0730 STATION RECOVERY (1988) EZ0730 EZ0730'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EZ0730'RECOVERED IN GOOD CONDITION. EZ0730 EZ0730 STATION RECOVERY (2002) EZ0730 EZ0730'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JE) EZ0730'MARK APPARENTLY NO LONGER EXISTS AT THIS LOCATION. IT APPARENTLY WAS EZ0730'LOCATED WITHIN ABOUT 3 FEET FROM WHERE MARK AE7511 (KRISPY) IS NOW EZ0730'LOCATED. EZ0730 EZ0730 STATION RECOVERY (2004) EZ0730 EZ0730'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ0730'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2531 *********************************************************************** EZ2531 DESIGNATION - PEACE EZ2531 PID - EZ2531 EZ2531 STATE/COUNTY- NC/WAKE EZ2531 USGS QUAD - RALEIGH WEST (1988) EZ2531 EZ2531 *CURRENT SURVEY CONTROL EZ2531 ___________________________________________________________________ EZ2531* NAD 83(1986)- 35 47 19.11555(N) 078 38 34.69449(W) ADJUSTED EZ2531* NAVD 88 - 90.174 (meters) 295.85 (feet) ADJUSTED EZ2531 ___________________________________________________________________ EZ2531 LAPLACE CORR- -7.44 (seconds) DEFLEC99 EZ2531 GEOID HEIGHT- -32.87 (meters) GEOID03 EZ2531 DYNAMIC HT - 90.097 (meters) 295.59 (feet) COMP EZ2531 MODELED GRAV- 979,772.1 (mgal) NAVD 88 EZ2531 EZ2531 HORZ ORDER - SECOND EZ2531 VERT ORDER - SECOND CLASS II EZ2531 EZ2531.The North Carolina HARNS have been completed but, EZ2531.due to contractual restrictions, coordinates for these stations EZ2531.will NOT be published in the near future. In the interim, the EZ2531.published coordinates in North Carolina will not be EZ2531.consistent with the Continuously Operating Reference Stations EZ2531.(CORS). The HARN coordinates for these stations are available EZ2531.upon request. Contact Gary Thompson(919-733-3836). EZ2531. EZ2531.In addition, the published North Carolina positions EZ2531.(NAD 83 (1986)) are NOT consistent with those determined in EZ2531.adjacent state readjustments. The discontinuity between stations EZ2531.located in North Carolina and those in adjacent states EZ2531.which have been adjusted to the HARN may be as much as 5 EZ2531.decimeters. This will result in a significant loss of accuracy EZ2531.over lines crossing such state borders. EZ2531 EZ2531 EZ2531.The horizontal coordinates were established by classical geodetic methods EZ2531.and adjusted by the National Geodetic Survey in July 1986. EZ2531 EZ2531.The orthometric height was determined by differential leveling EZ2531.and adjusted by the National Geodetic Survey in June 1991. EZ2531 EZ2531.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2531 EZ2531.The geoid height was determined by GEOID03. EZ2531 EZ2531.The dynamic height is computed by dividing the NAVD 88 EZ2531.geopotential number by the normal gravity value computed on the EZ2531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2531.degrees latitude (g = 980.6199 gals.). EZ2531 EZ2531.The modeled gravity was interpolated from observed gravity values. EZ2531 EZ2531; North East Units Scale Factor Converg. EZ2531;SPC NC - 226,208.729 641,875.208 MT 0.99991639 +0 12 21.8 EZ2531;SPC NC - 742,153.14 2,105,885.58 sFT 0.99991639 +0 12 21.8 EZ2531;UTM 17 - 3,963,069.476 713,017.996 MT 1.00015918 +1 22 44.0 EZ2531 EZ2531! - Elev Factor x Scale Factor = Combined Factor EZ2531!SPC NC - 0.99999101 x 0.99991639 = 0.99990740 EZ2531!UTM 17 - 0.99999101 x 1.00015918 = 1.00015018 EZ2531 EZ2531: Primary Azimuth Mark Grid Az EZ2531:SPC NC - EDENTON 181 35 20.2 EZ2531:UTM 17 - EDENTON 180 24 58.0 EZ2531 EZ2531|---------------------------------------------------------------------| EZ2531| PID Reference Object Distance Geod. Az | EZ2531| dddmmss.s | EZ2531| EZ0723 EDENTON APPROX. 0.8 KM 1814742.0 | EZ2531| EZ5125 GLENPEACE 363.067 METERS 27116 | EZ2531|---------------------------------------------------------------------| EZ2531 EZ2531 SUPERSEDED SURVEY CONTROL EZ2531 EZ2531 NAD 27 - 35 47 18.57401(N) 078 38 35.68201(W) AD( ) 2 EZ2531 NGVD 29 (??/??/92) 90.453 (m) 296.76 (f) ADJ UNCH 2 2 EZ2531 EZ2531.Superseded values are not recommended for survey control. EZ2531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2531.See file dsdata.txt to determine how the superseded data were derived. EZ2531 EZ2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1301863069(NAD 83) EZ2531_MARKER: DH = HORIZONTAL CONTROL DISK EZ2531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2531_SP_SET: CONCRETE POST EZ2531_STAMPING: PEACE 1967 EZ2531_MARK LOGO: NCGS EZ2531_MAGNETIC: N = NO MAGNETIC MATERIAL EZ2531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2531+STABILITY: SURFACE MOTION EZ2531 EZ2531 HISTORY - Date Condition Report By EZ2531 HISTORY - 1967 MONUMENTED NCGS EZ2531 HISTORY - 1972 GOOD NCGS EZ2531 HISTORY - 1976 GOOD NCGS EZ2531 HISTORY - 1983 GOOD NCGS EZ2531 HISTORY - 1983 GOOD NCGS EZ2531 HISTORY - 1984 GOOD USPSQD EZ2531 HISTORY - 19940921 GOOD NCGS EZ2531 EZ2531 STATION DESCRIPTION EZ2531 EZ2531'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ2531'PEACE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2531'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ2531' EZ2531'PEACE IS LOCATED APPROXIMATELY 0.6 MILES NNE OF RALEIGH EZ2531'CAPITOL SQUARE. TO REACH STATION PROCEED FROM CAPITOL SQUARE EZ2531'WEST ONE BLOCK ON HILLSBOROUGH ST., TURN RIGHT ON MC DOWELL ST. AND EZ2531'GO NORTH 0.6 MILE TO STATION ON LEFT. AT THE NORTHWEST CORNER EZ2531'OF BRIDGE ON DOWNTOWN BLVD. OVER W. PEACE ST., APPROXIMATELY EZ2531'300 FT NORTHEAST OF FINCHS RESTAURANT, AND APPROXIMATELY 500 FT EZ2531'SSE OF RALEIGH BASEBALL PARK. EZ2531' EZ2531'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2531'PEACE 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2531'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2531' EZ2531'MARK IS EZ2531' EZ2531'3.0 FT W OF W EDGE OF SIDEWALK EZ2531' EZ2531'8.0 FT N OF BRIDGE ABUTMENT EZ2531' EZ2531'42.8 FT W OF C/L OF BOULEVARD EZ2531' EZ2531'23.0 FT E OF 6 INCH SHRUB TREE WITH ALUMINUM REF. TAG EZ2531' EZ2531'49.7 FT SSW OF 45 MPH SIGN WITH ALUMINUM REF. TAG EZ2531' EZ2531'110.3 FT SSW OF PP ON W EDGE OF BOULEVARD WITH ALUMINUM REF. TAG EZ2531 EZ2531 STATION RECOVERY (1972) EZ2531 EZ2531'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 (LFS) EZ2531'GOOD EZ2531 EZ2531 STATION RECOVERY (1976) EZ2531 EZ2531'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2531'0.6 MI NNW FROM RALEIGH. EZ2531'STATION IS LOCATED ALONG THE SOUTH BOUND LANE OF DOWNTOWN BOULEVARD, EZ2531'APPROXIMATELY 0.6 MILE NNW OF THE CAPITOL SQUARE, AT THE NORTHWEST EZ2531'CORNER OF THE OVERPASS BRIDGE OF WEST PEACE ST. 3.0 FT. W OF WEST EZ2531'EDGE OF SIDEWALK, 8.0 FT. N OF BRIDGE ABUTMENT, 42.8 FT. W OF EZ2531'CENTERLINE OF BOULEVARD, 22.2 FT. E OF 6 INCH SHRUB TREE WITH ALUMINUM EZ2531'REF. TAG, 49.7 FT. SSW OF REDUCE SPEED SIGN WITH ALUMINUM REF. TAG AND EZ2531'31.7 FT. SSW OF PP ON WEST EDGE OF BOULEVARD WITH ALUMINUM REF. TAG. EZ2531'DISK IS SET IN TOP OF CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF THE EZ2531'GROUND. EZ2531 EZ2531 STATION RECOVERY (1983) EZ2531 EZ2531'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG) EZ2531'THE STATION WAS RECOVERED AT THIS DATE. EZ2531'THE MARK WAS FOUND IN GOOD CONDITION AS DESCRIBED. EZ2531' EZ2531'MARK IS 31.8 FEET NORTH OF A POWER POLE WITH REFERENCE TAG. EZ2531 EZ2531 STATION RECOVERY (1983) EZ2531 EZ2531'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 EZ2531'RECOVERED IN GOOD CONDITION EXCEPT ADD MARK IS 31.8 FEET NORTH OF A EZ2531'POWER POLE WITH REFERENCE TAG. EZ2531 EZ2531 STATION RECOVERY (1984) EZ2531 EZ2531'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGS) EZ2531'PEACE 1967 RECOVERED GOOD. EZ2531' EZ2531'THE DESCRIPTION SHOULD BE REVISED TO READ--APPROXIMATELY 500 FEET EZ2531'SSE OF PARKING LOT FOR RALEIGH CITY SANITATION TRUCKS INSTEAD EZ2531'OF RALEIGH BASEBALL PARK. THE TOP OF THE STATION MARK IS NOW 1 EZ2531'INCH BELOW GROUND. THE FOURTH REFERENCE IS NOW A 12 INCH SHRUB EZ2531'TREE. THE FIFTH REFERENCE POINT IS A REDUCE SPEED AHEAD SIGN EZ2531'INSTEAD OF 45 MPH SIGN. THE SIXTH REFERENCE POINT SHOULD EZ2531'READ--31.8 FEET SW OF PP WITH ALUMINUM REF. TAG. EZ2531 EZ2531 STATION RECOVERY (1994) EZ2531 EZ2531'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (JGG) EZ2531'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0999 *********************************************************************** EZ0999 DESIGNATION - PEANUTS EZ0999 PID - EZ0999 EZ0999 STATE/COUNTY- NC/WAKE EZ0999 USGS QUAD - LAKE WHEELER (1993) EZ0999 EZ0999 *CURRENT SURVEY CONTROL EZ0999 ___________________________________________________________________ EZ0999* NAD 83(1986)- 35 44 51.20147(N) 078 38 38.10069(W) ADJUSTED EZ0999* NAVD 88 - 95.439 (meters) 313.12 (feet) ADJUSTED EZ0999 ___________________________________________________________________ EZ0999 LAPLACE CORR- -7.37 (seconds) DEFLEC99 EZ0999 GEOID HEIGHT- -32.96 (meters) GEOID03 EZ0999 DYNAMIC HT - 95.356 (meters) 312.85 (feet) COMP EZ0999 MODELED GRAV- 979,760.9 (mgal) NAVD 88 EZ0999 EZ0999 HORZ ORDER - SECOND EZ0999 VERT ORDER - SECOND CLASS 0 EZ0999 EZ0999.The North Carolina HARNS have been completed but, EZ0999.due to contractual restrictions, coordinates for these stations EZ0999.will NOT be published in the near future. In the interim, the EZ0999.published coordinates in North Carolina will not be EZ0999.consistent with the Continuously Operating Reference Stations EZ0999.(CORS). The HARN coordinates for these stations are available EZ0999.upon request. Contact Gary Thompson(919-733-3836). EZ0999. EZ0999.In addition, the published North Carolina positions EZ0999.(NAD 83 (1986)) are NOT consistent with those determined in EZ0999.adjacent state readjustments. The discontinuity between stations EZ0999.located in North Carolina and those in adjacent states EZ0999.which have been adjusted to the HARN may be as much as 5 EZ0999.decimeters. This will result in a significant loss of accuracy EZ0999.over lines crossing such state borders. EZ0999 EZ0999 EZ0999.The horizontal coordinates were established by classical geodetic methods EZ0999.and adjusted by the National Geodetic Survey in July 1986. EZ0999 EZ0999.The orthometric height was determined by differential leveling EZ0999.and adjusted by the National Geodetic Survey in June 1991. EZ0999 EZ0999.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0999 EZ0999.The geoid height was determined by GEOID03. EZ0999 EZ0999.The dynamic height is computed by dividing the NAVD 88 EZ0999.geopotential number by the normal gravity value computed on the EZ0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0999.degrees latitude (g = 980.6199 gals.). EZ0999 EZ0999.The modeled gravity was interpolated from observed gravity values. EZ0999 EZ0999; North East Units Scale Factor Converg. EZ0999;SPC NC - 221,650.024 641,806.030 MT 0.99990994 +0 12 19.9 EZ0999;SPC NC - 727,196.79 2,105,658.62 sFT 0.99990994 +0 12 19.9 EZ0999;UTM 17 - 3,958,509.187 713,042.093 MT 1.00015931 +1 22 37.1 EZ0999 EZ0999! - Elev Factor x Scale Factor = Combined Factor EZ0999!SPC NC - 0.99999019 x 0.99990994 = 0.99990014 EZ0999!UTM 17 - 0.99999019 x 1.00015931 = 1.00014950 EZ0999 EZ0999: Primary Azimuth Mark Grid Az EZ0999:SPC NC - THORNTON 212 58 44.1 EZ0999:UTM 17 - THORNTON 211 48 26.9 EZ0999 EZ0999|---------------------------------------------------------------------| EZ0999| PID Reference Object Distance Geod. Az | EZ0999| dddmmss.s | EZ0999| EZ1000 THORNTON APPROX. 0.8 KM 2131104.0 | EZ0999|---------------------------------------------------------------------| EZ0999 EZ0999 SUPERSEDED SURVEY CONTROL EZ0999 EZ0999 NAD 27 - 35 44 50.65233(N) 078 38 39.09016(W) AD( ) 2 EZ0999 NAVD 88 (03/04/92) 95.44 (m) 313.1 (f) LEVELING 3 EZ0999 NGVD 29 (??/??/92) 95.710 (m) 314.01 (f) ADJ UNCH 2 0 EZ0999 EZ0999.Superseded values are not recommended for survey control. EZ0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0999.See file dsdata.txt to determine how the superseded data were derived. EZ0999 EZ0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1304258509(NAD 83) EZ0999_MARKER: DE = TRAVERSE STATION DISK EZ0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0999_SP_SET: CONCRETE POST EZ0999_STAMPING: PEANUTS 1967 EZ0999_MARK LOGO: NCGS EZ0999_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0999+STABILITY: SURFACE MOTION EZ0999 EZ0999 HISTORY - Date Condition Report By EZ0999 HISTORY - 1967 MONUMENTED NCGS EZ0999 HISTORY - 1973 GOOD NCGS EZ0999 HISTORY - 1984 GOOD NCGS EZ0999 HISTORY - 1984 GOOD NCGS EZ0999 EZ0999 STATION DESCRIPTION EZ0999 EZ0999'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ0999'PEANUTS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ0999'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ0999' EZ0999'PEANUTS IS LOCATED APPROXIMATELY 2.2 MILES SOUTH OF RALEIGH EZ0999'CAPITOL SQUARE. TO REACH STATION PROCEED FROM CAPITOL SQUARE EZ0999'ON S. SALISBURY STREET FOR 0.7 MILE BEARING LEFT ONTO EZ0999'S. WILMINGTON ST., CONTINUE SOUTH ON S. WILMINGTON ST. FOR EZ0999'1.6 MILES TO STATION ON EAST SIDE OF THE N. BOUND EZ0999'LANE. APPROXIMATELY 200 FT SOUTH OF LAYDEN ST., IN THE YARD EZ0999'IN FRONT OF THE LAYDEN MEMORIAL METHODIST CHURCH. EZ0999' EZ0999'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0999'PEANUTS 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ0999'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0999' EZ0999'MARK IS EZ0999' EZ0999'40.2 FT E OF C/L OF S. WILMINGTON ST., N. BOUND LANE EZ0999' EZ0999'52.6 FT SSW OF GUY SIGNAL POLE WITH ALUMINUM REF. TAG EZ0999' EZ0999'85.0 FT SW OF CENTER OF CHURCH ENTRANCE EZ0999' EZ0999'85.3 FT SSE OF GUY SIGNAL POLE WITH ALUMINUM REF. TAG EZ0999' EZ0999'44.0 FT NNW OF NW CORNER OF BRICK CHURCH SIGN EZ0999' EZ0999'20.3 FT N OF METAL WATER SPRINKLER OUTLET EZ0999 EZ0999 STATION RECOVERY (1973) EZ0999 EZ0999'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0999'2.3 MI S FROM RALEIGH. EZ0999'STATION IS LOCATED IN FRONT YARD OF LAYDEN MEMORIAL METHODIST EZ0999'CHURCH ON EAST SIDE OF SOUTH WILMINGTON STREET (U.S. 70-401 AND EZ0999'NC 50), 1.35 MILES SOUTH OF BRIDGE OVER SOUTHERN R/R, ABOUT 200 EZ0999'FT SOUTH OF LAYDEN STREET LEADING EAST FROM NORTH BOUND LANE EZ0999'OF SOUTH WILMINGTON STREET, 40.2 FT E OF C/L OF NORTH BOUND EZ0999'LANE, 85.0 FT SW OF CENTER OF CHURCH ENTRANCE, 44.0 FT NNW OF NW EZ0999'CORNER OF BRICK CHURCH SIGN, 20.3 FT N OF WATER SPRINKLER EZ0999'OUTLET, 52.6 FT SSW OF GUY SIGNAL POLE W/ALUMINUM REF. TAG, EZ0999'AND 85.3 FT SSE OF GUY SIGNAL POLE W/ALUMINUM REF. TAG. DISK EZ0999'IS SET IN CONCRETE CYLINDER FLUSH WITH THE SURFACE OF THE EZ0999'GROUND. EZ0999 EZ0999 STATION RECOVERY (1984) EZ0999 EZ0999'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ0999'THE STATION WAS RECOVERED AT THIS DATE. EZ0999'MARK IS IN GOOD CONDITION AS DESCRIBED. EZ0999' EZ0999'STATION IS ALSO A BENCH MARK. EZ0999 EZ0999 STATION RECOVERY (1984) EZ0999 EZ0999'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ0999'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1009 *********************************************************************** EZ1009 DESIGNATION - PEARCE EZ1009 PID - EZ1009 EZ1009 STATE/COUNTY- NC/WAKE EZ1009 USGS QUAD - LAKE WHEELER (1993) EZ1009 EZ1009 *CURRENT SURVEY CONTROL EZ1009 ___________________________________________________________________ EZ1009* NAD 83(1986)- 35 42 21.20932(N) 078 39 40.08697(W) ADJUSTED EZ1009* NAVD 88 - 89.102 (meters) 292.33 (feet) ADJUSTED EZ1009 ___________________________________________________________________ EZ1009 LAPLACE CORR- -6.99 (seconds) DEFLEC99 EZ1009 GEOID HEIGHT- -32.98 (meters) GEOID03 EZ1009 DYNAMIC HT - 89.023 (meters) 292.07 (feet) COMP EZ1009 MODELED GRAV- 979,756.1 (mgal) NAVD 88 EZ1009 EZ1009 HORZ ORDER - SECOND EZ1009 VERT ORDER - SECOND CLASS 0 EZ1009 EZ1009.The North Carolina HARNS have been completed but, EZ1009.due to contractual restrictions, coordinates for these stations EZ1009.will NOT be published in the near future. In the interim, the EZ1009.published coordinates in North Carolina will not be EZ1009.consistent with the Continuously Operating Reference Stations EZ1009.(CORS). The HARN coordinates for these stations are available EZ1009.upon request. Contact Gary Thompson(919-733-3836). EZ1009. EZ1009.In addition, the published North Carolina positions EZ1009.(NAD 83 (1986)) are NOT consistent with those determined in EZ1009.adjacent state readjustments. The discontinuity between stations EZ1009.located in North Carolina and those in adjacent states EZ1009.which have been adjusted to the HARN may be as much as 5 EZ1009.decimeters. This will result in a significant loss of accuracy EZ1009.over lines crossing such state borders. EZ1009 EZ1009 EZ1009.The horizontal coordinates were established by classical geodetic methods EZ1009.and adjusted by the National Geodetic Survey in July 1986. EZ1009 EZ1009.The orthometric height was determined by differential leveling EZ1009.and adjusted by the National Geodetic Survey in June 1991. EZ1009 EZ1009.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1009 EZ1009.The geoid height was determined by GEOID03. EZ1009 EZ1009.The dynamic height is computed by dividing the NAVD 88 EZ1009.geopotential number by the normal gravity value computed on the EZ1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1009.degrees latitude (g = 980.6199 gals.). EZ1009 EZ1009.The modeled gravity was interpolated from observed gravity values. EZ1009 EZ1009; North East Units Scale Factor Converg. EZ1009;SPC NC - 217,022.191 640,264.551 MT 0.99990392 +0 11 44.1 EZ1009;SPC NC - 712,013.64 2,100,601.28 sFT 0.99990392 +0 11 44.1 EZ1009;UTM 17 - 3,953,849.668 711,595.128 MT 1.00015175 +1 21 55.9 EZ1009 EZ1009! - Elev Factor x Scale Factor = Combined Factor EZ1009!SPC NC - 0.99999119 x 0.99990392 = 0.99989511 EZ1009!UTM 17 - 0.99999119 x 1.00015175 = 1.00014294 EZ1009 EZ1009: Primary Azimuth Mark Grid Az EZ1009:SPC NC - STAGE 023 24 41.9 EZ1009:UTM 17 - STAGE 022 14 30.1 EZ1009 EZ1009|---------------------------------------------------------------------| EZ1009| PID Reference Object Distance Geod. Az | EZ1009| dddmmss.s | EZ1009| EZ1008 STAGE APPROX. 0.8 KM 0233626.0 | EZ1009|---------------------------------------------------------------------| EZ1009 EZ1009 SUPERSEDED SURVEY CONTROL EZ1009 EZ1009 NAD 27 - 35 42 20.65520(N) 078 39 41.06628(W) AD( ) 2 EZ1009 NGVD 29 (??/??/92) 89.368 (m) 293.20 (f) ADJ UNCH 2 0 EZ1009 EZ1009.Superseded values are not recommended for survey control. EZ1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1009.See file dsdata.txt to determine how the superseded data were derived. EZ1009 EZ1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1159553850(NAD 83) EZ1009_MARKER: DE = TRAVERSE STATION DISK EZ1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1009_STAMPING: PEARCE 1967 EZ1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1009+STABILITY: SURFACE MOTION EZ1009 EZ1009 HISTORY - Date Condition Report By EZ1009 HISTORY - 1967 MONUMENTED NCGS EZ1009 HISTORY - 1973 GOOD NCGS EZ1009 HISTORY - 1973 GOOD NCGS EZ1009 HISTORY - 20040607 MARK NOT FOUND USPSQD EZ1009 EZ1009 STATION DESCRIPTION EZ1009 EZ1009'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1009'PEARCE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1009'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ1009' EZ1009'PEARCE IS LOCATED APPROXIMATELY 5.3 MILES SSW OF RALEIGH. TO EZ1009'REACH STATION PROCEED FROM THE DIVISION OF U.S. 401 FROM U.S. 70 EZ1009'AND NC 50, GO SOUTH ON U.S. 401 FOR 1.75 MILES TO STATION EZ1009'WHICH IS 0.15 MILE NORTH OF U.S. 401 OVERPASS OVER SOUTHERN RR, EZ1009'AND 0.45 MILE SOUTH OF INTERSECTION OF SR 1006 (OLD STAGE RD.) EZ1009'WITH U.S. 401, IN THE EAST SHOULDER OF SOUTH BOUND LANE, IN EZ1009'LINE BETWEEN NORTH EDGE OF CONCRETE STORM DRAINAGE COVER AND EZ1009'U.S. 401 SOUTH BOUND LANE, AND APPROXIMATELY 120 FT SOUTHEAST EZ1009'OF YELLOW AND BROWN CONCRETE BLOCK HOUSE IN A CURVE. EZ1009' EZ1009'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1009'PEARCE 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1009'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ1009' EZ1009'MARK IS EZ1009' EZ1009'18.8 FT SE OF C/L OF SOUTH BOUND LANE EZ1009' EZ1009'96.2 FT SE OF PP WITH TRANSFORMER AND ALUMINUM REF. TAG EZ1009' EZ1009'102.5 FT ESE OF 10 INCH PINE TREE WITH ALUMINUM REF. TAG EZ1009' EZ1009'32.8 FT NW OF C/L OF NORTH BOUND LANE EZ1009' EZ1009'102.4 FT SW OF 8 INCH PINE TREE WITH ALUMINUM REF. TAG EZ1009' EZ1009'4.6 FT WNW OF NW CORNER OF STORM DRAINAGE COVER EZ1009 EZ1009 STATION RECOVERY (1973) EZ1009 EZ1009'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1009'3.2 MI W FROM GARNER. EZ1009'PEARCE IS LOCATED APPROXIMATELY 4.3 MILES SOUTH OF CAPITOL SQUARE EZ1009'IN RALEIGH. TO REACH STATION FROM THE INTERSECTION OF SOUTH BOUND EZ1009'LANES OF U.S. 401-U.S. 70 AND NC 50 (JUST SW OF TRYON HILLS EZ1009'SHOPPING CENTER), PROCEED SOUTHERLY ALONG U.S. 401 FOR 01.70 EZ1009'MILES TO STATION IN MEDIAN AT SEAHORSE RESTAURANT, NEAR A CONCRETE EZ1009'DRAINAGE COVER, 0.55 MILES NORTH OF SR 1375 (SIMPKINS ROAD), EZ1009'0.15 MILES NORTH OF SOUTHERN R/R, 18.8 FT SE OF C/L OF S BOUND EZ1009'LANE, 32.8 FT NW OF C/L OF N BOUND LANE, 04.6 FT WNW OF NW OF EZ1009'CORNER OF DRAINAGE COVER, 96.2 FT SE OF PP WITH TRANSFORMER AND EZ1009'WITH ALUMINUM REF. TAG, AND 103.0 FT W OF PP WITH ALUMINUM REF. EZ1009'TAG ON E SIDE OF U.S. 401. DISK IS SET IN CONCRETE CYLINDER 2 EZ1009'INCHES BELOW THE SURFACE OF THE GROUND. EZ1009 EZ1009 STATION RECOVERY (1973) EZ1009 EZ1009'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1009'LOCATED APPROXIMATELY 4.3 MILES SOUTH OF CAPITOL SQUARE IN RALEIGH. TO EZ1009'REACH STATION FROM THE INTERSECTION OF SOUTH BOUND LANES OF US 401-US EZ1009'70 AND NC 50 (JUST SW OF TRYON HILLS SHOPPING CENTER), PROCEED EZ1009'SOUTHERLY ALONG US 401 FOR 01.70 MILES TO STATION IN MEDIAN AT EZ1009'SEAHORSE RESTAURANT, NEAR A CONCRETE DRAINAGE COVER, 0.55 MILES NORTH EZ1009'OF SR 1375 (SIMPKINS ROAD), 0.15 MILES NORTH OF SOUTHERN R/R. 18.8 EZ1009'FT. SE OF C/L OF S BOUND LANE, 32.8 FT. NW OF C/L OF N BOUND LANE, EZ1009'04.6 FT. WNW OF NW OF CORNER OF DRAINAGE COVER, 96.2 FT. SE OF PP WITH EZ1009'TRANSFORMER AND WITH ALUMINUM REF. TAG, AND 103.0 FT. W OF PP WITH EZ1009'ALUMINUM REF. TAG ON E SIDE OF US 401. DISK IS SET IN CONCRETE EZ1009'CYLINDER 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ1009 EZ1009 STATION RECOVERY (2004) EZ1009 EZ1009'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN) EZ1009'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1054 *********************************************************************** EZ1054 DESIGNATION - PEARSALL EZ1054 PID - EZ1054 EZ1054 STATE/COUNTY- NC/WAKE EZ1054 USGS QUAD - APEX (1993) EZ1054 EZ1054 *CURRENT SURVEY CONTROL EZ1054 ___________________________________________________________________ EZ1054* NAD 83(1986)- 35 39 13.29702(N) 078 50 01.78821(W) ADJUSTED EZ1054* NAVD 88 - 137.072 (meters) 449.71 (feet) ADJUSTED EZ1054 ___________________________________________________________________ EZ1054 LAPLACE CORR- -5.15 (seconds) DEFLEC99 EZ1054 GEOID HEIGHT- -32.45 (meters) GEOID03 EZ1054 DYNAMIC HT - 136.952 (meters) 449.32 (feet) COMP EZ1054 MODELED GRAV- 979,754.2 (mgal) NAVD 88 EZ1054 EZ1054 HORZ ORDER - SECOND EZ1054 VERT ORDER - SECOND CLASS 0 EZ1054 EZ1054.The North Carolina HARNS have been completed but, EZ1054.due to contractual restrictions, coordinates for these stations EZ1054.will NOT be published in the near future. In the interim, the EZ1054.published coordinates in North Carolina will not be EZ1054.consistent with the Continuously Operating Reference Stations EZ1054.(CORS). The HARN coordinates for these stations are available EZ1054.upon request. Contact Gary Thompson(919-733-3836). EZ1054. EZ1054.In addition, the published North Carolina positions EZ1054.(NAD 83 (1986)) are NOT consistent with those determined in EZ1054.adjacent state readjustments. The discontinuity between stations EZ1054.located in North Carolina and those in adjacent states EZ1054.which have been adjusted to the HARN may be as much as 5 EZ1054.decimeters. This will result in a significant loss of accuracy EZ1054.over lines crossing such state borders. EZ1054 EZ1054 EZ1054.The horizontal coordinates were established by classical geodetic methods EZ1054.and adjusted by the National Geodetic Survey in August 2000. EZ1054 EZ1054.The orthometric height was determined by differential leveling EZ1054.and adjusted by the National Geodetic Survey in June 1991. EZ1054 EZ1054.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1054 EZ1054.The geoid height was determined by GEOID03. EZ1054 EZ1054.The dynamic height is computed by dividing the NAVD 88 EZ1054.geopotential number by the normal gravity value computed on the EZ1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1054.degrees latitude (g = 980.6199 gals.). EZ1054 EZ1054.The modeled gravity was interpolated from observed gravity values. EZ1054 EZ1054; North East Units Scale Factor Converg. EZ1054;SPC NC - 211,191.512 624,647.390 MT 0.99989713 +0 05 45.3 EZ1054;SPC NC - 692,884.15 2,049,363.98 sFT 0.99989713 +0 05 45.3 EZ1054;UTM 17 - 3,947,700.419 696,096.836 MT 1.00007388 +1 15 46.9 EZ1054 EZ1054! - Elev Factor x Scale Factor = Combined Factor EZ1054!SPC NC - 0.99998358 x 0.99989713 = 0.99988071 EZ1054!UTM 17 - 0.99998358 x 1.00007388 = 1.00005746 EZ1054 EZ1054: Primary Azimuth Mark Grid Az EZ1054:SPC NC - AMALIE 346 00 18.3 EZ1054:UTM 17 - AMALIE 344 50 16.7 EZ1054 EZ1054|---------------------------------------------------------------------| EZ1054| PID Reference Object Distance Geod. Az | EZ1054| dddmmss.s | EZ1054| EZ1053 CENTER 267.227 METERS 17318 | EZ1054| EZ1055 AMALIE APPROX. 0.9 KM 3460603.6 | EZ1054|---------------------------------------------------------------------| EZ1054 EZ1054 SUPERSEDED SURVEY CONTROL EZ1054 EZ1054 NAD 83(1986)- 35 39 13.29436(N) 078 50 01.78959(W) AD( ) 2 EZ1054 NAD 27 - 35 39 12.74390(N) 078 50 02.75020(W) AD( ) 2 EZ1054 NAVD 88 (08/09/00) 137.07 (m) 449.7 (f) LEVELING 3 EZ1054 NGVD 29 (??/??/92) 137.330 (m) 450.56 (f) ADJ UNCH 2 0 EZ1054 EZ1054.Superseded values are not recommended for survey control. EZ1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1054.See file dsdata.txt to determine how the superseded data were derived. EZ1054 EZ1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9609747700(NAD 83) EZ1054_MARKER: DE = TRAVERSE STATION DISK EZ1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1054_STAMPING: PEARSALL 1967 EZ1054_MARK LOGO: NCGS EZ1054_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1054+STABILITY: SURFACE MOTION EZ1054 EZ1054 HISTORY - Date Condition Report By EZ1054 HISTORY - 1967 MONUMENTED NCGS EZ1054 HISTORY - 1973 GOOD NCGS EZ1054 HISTORY - 19950816 GOOD NCGS EZ1054 HISTORY - 20000621 GOOD NCGS EZ1054 EZ1054 STATION DESCRIPTION EZ1054 EZ1054'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1054'PEARSALL IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ1054'ESTABLISHED IN THE VICINITY OF APEX, NORTH CAROLINA. EZ1054' EZ1054'PEARSALL IS LOCATED APPROXIMATELY 0.2 MILES NORTH OF THE EZ1054'CENTER OF HOLLY SPRINGS. TO REACH STATION PROCEED FROM THE EZ1054'INTERSECTION OF SR 1152 WITH NC 55 AT NORTH SIDE OF HOLLY EZ1054'SPRINGS, GO SOUTH ON NC 55 (MAIN ST.) FOR 0.2 MILES TO EZ1054'STATION. WHICH IS ON THE EAST SIDE OF NC 55 (MAIN ST.) SOUTH EZ1054'OF DRIVEWAY TO A ONE STORY BRICK HOUSE (RESIDENCE OF ROBERT EZ1054'J. PEARSALL), AND ABOUT 3 FEET HIGHER THAN HIGHWAY CURB. EZ1054' EZ1054'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1054'PEARSALL 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ1054'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ1054' EZ1054'MARK IS EZ1054' EZ1054'26.1 FT E OF C/L OF NC 55 (MAIN ST.) EZ1054' EZ1054'22.7 FT S OF C/L OF DRIVEWAY EZ1054' EZ1054'5.8 FT NNE OF PP ON E SIDE OF NC 55, WITH ALUMINUM REF. TAG EZ1054' EZ1054'17.8 FT NE OF 4X4 POST WITH SPEED LIMIT 35 SIGN, AND WITH ALUMINUM EZ1054'REF. TAG EZ1054' EZ1054'52.9 FT E OF TP 38 WITH ALUMINUM REF. TAG ON W SIDE OF NC 55 EZ1054' EZ1054'59.7 FT SW OF SW CORNER OF CHIMNEY TO ONE STORY BRICK HOUSE EZ1054 EZ1054 STATION RECOVERY (1973) EZ1054 EZ1054'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1054'IN HOLLY SPRINGS. EZ1054'PEARSALL IS LOCATED NEAR NORTH SECTION OF HOLLY SPRINGS, ABOUT EZ1054'MIDWAY BETWEEN APEX AND FUQUAY-VARINA. TO REACH STATION FROM EZ1054'INTERSECTION OF MAIN STREET (NC 55) AND CENTER STREET, PROCEED EZ1054'NORTH ALONG NC 55 FOR 0.05 MILES TO STATION ON RIGHT ON SOUTH EZ1054'SIDE OF DRIVEWAY TO R.J. PEARSALL RESIDENCE, AND ABOUT 3 FEET EZ1054'HIGHER THAN CURB, 26.1 FT E OF C/L OF NC 55, 22.7 FT S OF C/L EZ1054'OF DRIVEWAY, 7.3 FT NNE OF PP WITH ALUMINUM REF. TAG, 17.8 FT NE EZ1054'OF 4 X 4 SPEED LIMIT 35 SIGN POST W/ALUMINUM REF. TAG, 52.9 FT EZ1054'E OF TP 38 W/ALUMINUM REF. TAG, AND 59.7 FT SW OF SW CORNER OF EZ1054'CHIMNEY OF ONE STORY BRICK HOUSE. DISK IS SET IN CONCRETE CYLINDER EZ1054'FLUSH WITH THE SURFACE OF THE GROUND. EZ1054 EZ1054 STATION RECOVERY (1995) EZ1054 EZ1054'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (WLL) EZ1054'RECOVERED AS DESCRIBED. EZ1054 EZ1054 STATION RECOVERY (2000) EZ1054 EZ1054'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL) EZ1054'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0731 *********************************************************************** EZ0731 DESIGNATION - PEASAL EZ0731 PID - EZ0731 EZ0731 STATE/COUNTY- NC/WAKE EZ0731 USGS QUAD - RALEIGH WEST (1988) EZ0731 EZ0731 *CURRENT SURVEY CONTROL EZ0731 ___________________________________________________________________ EZ0731* NAD 83(1986)- 35 47 18.48779(N) 078 38 22.94160(W) ADJUSTED EZ0731* NAVD 88 - 95.984 (meters) 314.91 (feet) ADJUSTED EZ0731 ___________________________________________________________________ EZ0731 LAPLACE CORR- -7.45 (seconds) DEFLEC99 EZ0731 GEOID HEIGHT- -32.89 (meters) GEOID03 EZ0731 DYNAMIC HT - 95.902 (meters) 314.64 (feet) COMP EZ0731 MODELED GRAV- 979,771.5 (mgal) NAVD 88 EZ0731 EZ0731 HORZ ORDER - SECOND EZ0731 VERT ORDER - SECOND CLASS 0 EZ0731 EZ0731.The North Carolina HARNS have been completed but, EZ0731.due to contractual restrictions, coordinates for these stations EZ0731.will NOT be published in the near future. In the interim, the EZ0731.published coordinates in North Carolina will not be EZ0731.consistent with the Continuously Operating Reference Stations EZ0731.(CORS). The HARN coordinates for these stations are available EZ0731.upon request. Contact Gary Thompson(919-733-3836). EZ0731. EZ0731.In addition, the published North Carolina positions EZ0731.(NAD 83 (1986)) are NOT consistent with those determined in EZ0731.adjacent state readjustments. The discontinuity between stations EZ0731.located in North Carolina and those in adjacent states EZ0731.which have been adjusted to the HARN may be as much as 5 EZ0731.decimeters. This will result in a significant loss of accuracy EZ0731.over lines crossing such state borders. EZ0731 EZ0731 EZ0731.The horizontal coordinates were established by classical geodetic methods EZ0731.and adjusted by the National Geodetic Survey in July 1986. EZ0731 EZ0731.The orthometric height was determined by differential leveling EZ0731.and adjusted by the National Geodetic Survey in June 1991. EZ0731 EZ0731.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0731 EZ0731.The geoid height was determined by GEOID03. EZ0731 EZ0731.The dynamic height is computed by dividing the NAVD 88 EZ0731.geopotential number by the normal gravity value computed on the EZ0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0731.degrees latitude (g = 980.6199 gals.). EZ0731 EZ0731.The modeled gravity was interpolated from observed gravity values. EZ0731 EZ0731; North East Units Scale Factor Converg. EZ0731;SPC NC - 226,190.449 642,170.392 MT 0.99991636 +0 12 28.6 EZ0731;SPC NC - 742,093.16 2,106,854.03 sFT 0.99991636 +0 12 28.6 EZ0731;UTM 17 - 3,963,057.239 713,313.564 MT 1.00016074 +1 22 50.9 EZ0731 EZ0731! - Elev Factor x Scale Factor = Combined Factor EZ0731!SPC NC - 0.99999010 x 0.99991636 = 0.99990646 EZ0731!UTM 17 - 0.99999010 x 1.00016074 = 1.00015084 EZ0731 EZ0731: Primary Azimuth Mark Grid Az EZ0731:SPC NC - GLENPEACE 272 10 33.3 EZ0731:UTM 17 - GLENPEACE 271 00 11.0 EZ0731 EZ0731|---------------------------------------------------------------------| EZ0731| PID Reference Object Distance Geod. Az | EZ0731| dddmmss.s | EZ0731| EZ0732 ANNSAL 295.252 METERS 18306 | EZ0731| EZ5125 GLENPEACE APPROX. 0.7 KM 2722301.9 | EZ0731|---------------------------------------------------------------------| EZ0731 EZ0731 SUPERSEDED SURVEY CONTROL EZ0731 EZ0731 NAD 27 - 35 47 17.94496(N) 078 38 23.92906(W) AD( ) 2 EZ0731 NGVD 29 (??/??/92) 96.266 (m) 315.83 (f) ADJ UNCH 2 0 EZ0731 EZ0731.Superseded values are not recommended for survey control. EZ0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0731.See file dsdata.txt to determine how the superseded data were derived. EZ0731 EZ0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1331463057(NAD 83) EZ0731_MARKER: DE = TRAVERSE STATION DISK EZ0731_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. EZ0731_SP_SET: SIDEWALK EZ0731_STAMPING: PEASAL 1972 EZ0731_MARK LOGO: NCGS EZ0731_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ0731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ0731 EZ0731 HISTORY - Date Condition Report By EZ0731 HISTORY - 1972 MONUMENTED NCGS EZ0731 HISTORY - 1972 GOOD NCGS EZ0731 HISTORY - 1983 GOOD NCGS EZ0731 HISTORY - 19911205 GOOD NCGS EZ0731 EZ0731 STATION DESCRIPTION EZ0731 EZ0731'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ0731'PEASAL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ0731'IN RALEIGH, NORTH CAROLINA. EZ0731' EZ0731'PEASAL IS APPROXIMATELY 200 FEET NORTH OF INTERSECTION OF EZ0731'PEACE AND SALISBURY STREETS, ABOUT 0.5 MILE NORTH OF NORTHWEST EZ0731'CORNER OF STATE CAPITOL SQUARE, APPROXIMATELY ONE BLOCK EAST OF EZ0731'RR BRIDGE OVER PEACE STREET, APPROXIMATELY 150 FEET WEST AND EZ0731'ACROSS SALISBURY ST. FROM HARDEES DRIVE-IN, AND IN THE SIDEWALK. EZ0731' EZ0731'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0731'PEASAL 1972, SET FLUSH IN THE SIDEWALK. EZ0731' EZ0731'MARK IS EZ0731' EZ0731'7.9 FT ESE OF SE CORNER OF CAPITAL PRINTING CO. BLDG. EZ0731' EZ0731'1.8 FT W OF SALISBURY ST. CURB EZ0731' EZ0731'12.3 FT N OF BASE OF PP WITH ALUMINUM REF. TAG EZ0731' EZ0731'5.8 FT S OF GUY WIRE EZ0731 EZ0731 STATION RECOVERY (1972) EZ0731 EZ0731'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0731'IN RALEIGH. EZ0731'STATION IS APPROXIMATELY 200 FEET N OF INTERSECTION OF PEACE EZ0731'AND SALISBURY STREETS, ABOUT 4 1/2 BLOCKS N OF NW CORNER OF EZ0731'STATE CAPITOL SQUARE, AND ABOUT ONE BLOCK E OF RR BRIDGE OVER EZ0731'PEACE STREET, IN THE SIDEWALK, APPROXIMATELY 150 FT W AND ACROSS EZ0731'SALISBURY ST. FROM HARDEES, 7.9 FT ESE OF SE CORNER OF CAPITAL EZ0731'PRINTING CO. BLDG., 1.8 FT W OF SALISBURY ST. CURB, 12.3 FT EZ0731'N OF BASE OF PP WITH ALUMINUM REF. TAG, AND 5.8 FT S OF GUY EZ0731'WIRE. DISK IS SET IN SIDEWALK FLUSH. EZ0731 EZ0731 STATION RECOVERY (1983) EZ0731 EZ0731'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 EZ0731'RECOVERED IN GOOD CONDITION EXCEPT ADD THE STATION IS SET INTO A EZ0731'DRILLED HOLE, 3.32 METERS (10.9 FT) NORTH FROM A POWER POLE WITH EZ0731'REFERENCE TAG. EZ0731 EZ0731 STATION RECOVERY (1991) EZ0731 EZ0731'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB) EZ0731'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7477 *********************************************************************** AE7477 DESIGNATION - PECAN AE7477 PID - AE7477 AE7477 STATE/COUNTY- NC/WAKE AE7477 USGS QUAD - RALEIGH EAST (1993) AE7477 AE7477 *CURRENT SURVEY CONTROL AE7477 ___________________________________________________________________ AE7477* NAD 83(1986)- 35 51 32.52008(N) 078 36 05.12930(W) ADJUSTED AE7477* NAVD 88 - 97.394 (meters) 319.53 (feet) ADJUSTED AE7477 ___________________________________________________________________ AE7477 LAPLACE CORR- -7.53 (seconds) DEFLEC99 AE7477 GEOID HEIGHT- -32.87 (meters) GEOID03 AE7477 DYNAMIC HT - 97.311 (meters) 319.26 (feet) COMP AE7477 MODELED GRAV- 979,776.6 (mgal) NAVD 88 AE7477 AE7477 HORZ ORDER - SECOND AE7477 VERT ORDER - SECOND CLASS II AE7477 AE7477.The North Carolina HARNS have been completed but, AE7477.due to contractual restrictions, coordinates for these stations AE7477.will NOT be published in the near future. In the interim, the AE7477.published coordinates in North Carolina will not be AE7477.consistent with the Continuously Operating Reference Stations AE7477.(CORS). The HARN coordinates for these stations are available AE7477.upon request. Contact Gary Thompson(919-733-3836). AE7477. AE7477.In addition, the published North Carolina positions AE7477.(NAD 83 (1986)) are NOT consistent with those determined in AE7477.adjacent state readjustments. The discontinuity between stations AE7477.located in North Carolina and those in adjacent states AE7477.which have been adjusted to the HARN may be as much as 5 AE7477.decimeters. This will result in a significant loss of accuracy AE7477.over lines crossing such state borders. AE7477 AE7477 AE7477.The horizontal coordinates were established by classical geodetic methods AE7477.and adjusted by the National Geodetic Survey in February 1998. AE7477 AE7477.The orthometric height was determined by differential leveling AE7477.and adjusted by the National Geodetic Survey in September 1998. AE7477 AE7477.The Laplace correction was computed from DEFLEC99 derived deflections. AE7477 AE7477.The geoid height was determined by GEOID03. AE7477 AE7477.The dynamic height is computed by dividing the NAVD 88 AE7477.geopotential number by the normal gravity value computed on the AE7477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7477.degrees latitude (g = 980.6199 gals.). AE7477 AE7477.The modeled gravity was interpolated from observed gravity values. AE7477 AE7477; North East Units Scale Factor Converg. AE7477;SPC NC - 234,032.544 645,599.411 MT 0.99992865 +0 13 48.2 AE7477;SPC NC - 767,821.77 2,118,104.07 sFT 0.99992865 +0 13 48.2 AE7477;UTM 17 - 3,970,969.909 716,581.968 MT 1.00017804 +1 24 20.2 AE7477 AE7477! - Elev Factor x Scale Factor = Combined Factor AE7477!SPC NC - 0.99998987 x 0.99992865 = 0.99991852 AE7477!UTM 17 - 0.99998987 x 1.00017804 = 1.00016791 AE7477 AE7477 SUPERSEDED SURVEY CONTROL AE7477 AE7477 NGVD 29 (02/27/98) 97.67 (m) 320.4 (f) LEVELING 3 AE7477 AE7477.Superseded values are not recommended for survey control. AE7477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7477.See file dsdata.txt to determine how the superseded data were derived. AE7477 AE7477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1658270970(NAD 83) AE7477_MARKER: DH = HORIZONTAL CONTROL DISK AE7477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7477_STAMPING: PECAN 1987 AE7477_MARK LOGO: NCGS AE7477_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7477+STABILITY: SURFACE MOTION AE7477_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AE7477+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2005 AE7477 AE7477 HISTORY - Date Condition Report By AE7477 HISTORY - 1987 MONUMENTED NCGS AE7477 HISTORY - 19870101 GOOD NCGS AE7477 HISTORY - 20041116 GOOD USPSQD AE7477 HISTORY - 20050417 GOOD USPSQD AE7477 AE7477 STATION DESCRIPTION AE7477 AE7477'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7477'STATION IS LOCATED ABOUT 9.3 KM (5.75 MI) NORTH-NORTHEAST OF CAPITAL AE7477'SQUARE IN RALEIGH. ALONG ATLANTIC AVENUE FOR 4.9 KM (3.05 MI) NORTH AE7477'FROM THE CLIFF BENSON BELTLINE OVERPASS, TO FOREST OAKS DRIVE, OR 0.3 AE7477'KM (0.20 MI) SOUTH OF SPRING FOREST ROAD, ABOUT 150 FT (45.7 M) NORTH AE7477'OF THE INTERSECTION, BETWEEN THE WEST CURB AND THE SIDEWALK. MARK IS AE7477'RECESSED 4 CM BELOW GROUND AND IS LEVEL WITH ROAD. LOCATED 5.5 M AE7477'(18.0 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANE, 43.5 M AE7477'(142.7 FT) NORTH OF A MANHOLE COVER IN THE CENTER OF FOREST OAKS AE7477'DRIVE, 1.0 M (3.3 FT) EAST OF THE EAST EDGE OF THE SIDEWALK, 22.5 M AE7477'(73.8 FT) NORTHEAST OF THE EAST END OF A STORM DRAIN COVER, 41.5 M AE7477'(136.2 FT) SOUTH OF A FIRE HYDRANT, AND 15.7 M (51.5 FT) EAST OF A AE7477'MANHOLE COVER IN A PARKING LOT. AE7477 AE7477 STATION RECOVERY (1987) AE7477 AE7477'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7477'RECOVERED AS DESCRIBED. AE7477 AE7477 STATION RECOVERY (2004) AE7477 AE7477'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) AE7477'RECOVERED AS DESCRIBED AE7477 AE7477 STATION RECOVERY (2005) AE7477 AE7477'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) AE7477'N 35 51.541 AE7477'W 078 36.085 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1126 *********************************************************************** EZ1126 DESIGNATION - PEDESTAL EZ1126 PID - EZ1126 EZ1126 STATE/COUNTY- NC/WAKE EZ1126 USGS QUAD - NEW HILL (1983) EZ1126 EZ1126 *CURRENT SURVEY CONTROL EZ1126 ___________________________________________________________________ EZ1126* NAD 83(1986)- 35 44 33.58327(N) 078 56 04.36494(W) ADJUSTED EZ1126* NAVD 88 - 101.044 (meters) 331.51 (feet) ADJUSTED EZ1126 ___________________________________________________________________ EZ1126 LAPLACE CORR- -6.33 (seconds) DEFLEC99 EZ1126 GEOID HEIGHT- -31.88 (meters) GEOID03 EZ1126 DYNAMIC HT - 100.958 (meters) 331.23 (feet) COMP EZ1126 MODELED GRAV- 979,779.5 (mgal) NAVD 88 EZ1126 EZ1126 HORZ ORDER - SECOND EZ1126 VERT ORDER - SECOND CLASS II EZ1126 EZ1126.The North Carolina HARNS have been completed but, EZ1126.due to contractual restrictions, coordinates for these stations EZ1126.will NOT be published in the near future. In the interim, the EZ1126.published coordinates in North Carolina will not be EZ1126.consistent with the Continuously Operating Reference Stations EZ1126.(CORS). The HARN coordinates for these stations are available EZ1126.upon request. Contact Gary Thompson(919-733-3836). EZ1126. EZ1126.In addition, the published North Carolina positions EZ1126.(NAD 83 (1986)) are NOT consistent with those determined in EZ1126.adjacent state readjustments. The discontinuity between stations EZ1126.located in North Carolina and those in adjacent states EZ1126.which have been adjusted to the HARN may be as much as 5 EZ1126.decimeters. This will result in a significant loss of accuracy EZ1126.over lines crossing such state borders. EZ1126 EZ1126 EZ1126.The horizontal coordinates were established by classical geodetic methods EZ1126.and adjusted by the National Geodetic Survey in July 1986. EZ1126 EZ1126.The orthometric height was determined by differential leveling EZ1126.and adjusted by the National Geodetic Survey in June 1991. EZ1126 EZ1126.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1126 EZ1126.The geoid height was determined by GEOID03. EZ1126 EZ1126.The dynamic height is computed by dividing the NAVD 88 EZ1126.geopotential number by the normal gravity value computed on the EZ1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1126.degrees latitude (g = 980.6199 gals.). EZ1126 EZ1126.The modeled gravity was interpolated from observed gravity values. EZ1126 EZ1126; North East Units Scale Factor Converg. EZ1126;SPC NC - 221,051.261 615,521.386 MT 0.99990920 +0 02 16.0 EZ1126;SPC NC - 725,232.35 2,019,423.08 sFT 0.99990920 +0 02 16.0 EZ1126;UTM 17 - 3,957,373.512 686,770.338 MT 1.00002987 +1 12 24.8 EZ1126 EZ1126! - Elev Factor x Scale Factor = Combined Factor EZ1126!SPC NC - 0.99998914 x 0.99990920 = 0.99989834 EZ1126!UTM 17 - 0.99998914 x 1.00002987 = 1.00001901 EZ1126 EZ1126: Primary Azimuth Mark Grid Az EZ1126:SPC NC - WHITE OAKS AZ MK 084 04 42.2 EZ1126:UTM 17 - WHITE OAKS AZ MK 082 54 33.4 EZ1126 EZ1126|---------------------------------------------------------------------| EZ1126| PID Reference Object Distance Geod. Az | EZ1126| dddmmss.s | EZ1126| EZ1127 WHITE OAKS AZ MK APPROX. 0.7 KM 0840658.2 | EZ1126|---------------------------------------------------------------------| EZ1126 EZ1126 SUPERSEDED SURVEY CONTROL EZ1126 EZ1126 NAD 27 - 35 44 33.04045(N) 078 56 05.33561(W) AD( ) 2 EZ1126 NGVD 29 (??/??/92) 101.293 (m) 332.33 (f) ADJ UNCH 2 2 EZ1126 EZ1126.Superseded values are not recommended for survey control. EZ1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1126.See file dsdata.txt to determine how the superseded data were derived. EZ1126 EZ1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8677057374(NAD 83) EZ1126_MARKER: DE = TRAVERSE STATION DISK EZ1126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1126_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1126_STAMPING: PEDESTAL 1973 EZ1126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1126+STABILITY: SURFACE MOTION EZ1126 EZ1126 HISTORY - Date Condition Report By EZ1126 HISTORY - 1973 MONUMENTED NCGS EZ1126 HISTORY - 1974 GOOD NCGS EZ1126 EZ1126 STATION DESCRIPTION EZ1126 EZ1126'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EZ1126'PEDESTAL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1126'IN THE VICINITY OF GREEN LEVEL, NORTH CAROLINA. EZ1126' EZ1126'PEDESTAL IS LOCATED APPROXIMATELY 3.0 MILES SW OF GREEN LEVEL, EZ1126'AND 4.7 MILES WNW OF APEX. TO REACH STATION FROM THE U.S. 64 EZ1126'BRIDGE OVER NORFOLK SOUTHERN RAILWAY WEST OF APEX. PROCEED EZ1126'WESTERLY ALONG U.S. 64 FOR 0.30 MILE TO STATION ON THE RIGHT EZ1126'SHOULDER, NEAR A TELEPHONE PEDESTAL. AND 0.90 MILE EAST OF EZ1126'INTERSECTION WITH NC 751 NEAR WAKE - CHATHAM COUNTY LINE. EZ1126' EZ1126'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1126'PEDESTAL 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1126'WHICH IS SET 8 INCHES BELOW THE GROUND. EZ1126' EZ1126'MARK IS 14.4 FT N OF C/L OF U.S. 64 EZ1126' EZ1126'19.7 FT SSE OF TELEPHONE PEDESTAL EZ1126' EZ1126'86.1 FT ESE OF 10X10 TELEPHONE JUNCTION BOX (CENTER) EZ1126' EZ1126'27.1 FT SE OF 15 IN GUM W/ALUMINUM REF. TAG EZ1126' EZ1126'60.4 FT NNE OF PP 111 W/ALUMINUM REF. TAG EZ1126 EZ1126 STATION RECOVERY (1974) EZ1126 EZ1126'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 EZ1126'4.7 MI WNW FROM APEX. EZ1126'TO REACH STATION FROM THE U.S. 64 BRIDGE OVER NORFOLK SOUTHERN EZ1126'RAILWAY WEST OF APEX, PROCEED WESTERLY ALONG U.S. 64 FOR 0.3 MILE EZ1126'TO STATION ON THE RIGHT SHOULDER, NEAR A TELEPHONE PEDESTAL, AND EZ1126'0.9 MILE EAST OF INTERSECTION WITH NC 751 NEAR WAKE - CHATHAM EZ1126'COUNTY LINE, 14.4 FT NORTH OF C/L OF U.S. 64, 19.7 FT SSE OF EZ1126'TELEPHONE PEDESTAL, 86.1 FT ESE OF 10 X 10 TELEPHONE JUNCTION EZ1126'BOX (CENTER), 27.1 FT SE OF 15 IN GUM WITH ALUMINUM REF. TAG, EZ1126'AND 60.4 FT NNE OF PP 111 WITH ALUMINUM REF. TAG. DISK IS SET EZ1126'IN TOP OF CONCRETE CYLINDER, 8 INCHES BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6675 *********************************************************************** EZ6675 DESIGNATION - PEDOAK EZ6675 PID - EZ6675 EZ6675 STATE/COUNTY- NC/WAKE EZ6675 USGS QUAD - FUQUAY-VARINA (1993) EZ6675 EZ6675 *CURRENT SURVEY CONTROL EZ6675 ___________________________________________________________________ EZ6675* NAD 83(1986)- 35 35 23.69888(N) 078 46 24.43539(W) ADJUSTED EZ6675* NAVD 88 - 130.3 (meters) 427. (feet) VERTCON EZ6675 ___________________________________________________________________ EZ6675 LAPLACE CORR- -4.70 (seconds) DEFLEC99 EZ6675 GEOID HEIGHT- -32.77 (meters) GEOID03 EZ6675 EZ6675 HORZ ORDER - SECOND EZ6675 EZ6675.The North Carolina HARNS have been completed but, EZ6675.due to contractual restrictions, coordinates for these stations EZ6675.will NOT be published in the near future. In the interim, the EZ6675.published coordinates in North Carolina will not be EZ6675.consistent with the Continuously Operating Reference Stations EZ6675.(CORS). The HARN coordinates for these stations are available EZ6675.upon request. Contact Gary Thompson(919-733-3836). EZ6675. EZ6675.In addition, the published North Carolina positions EZ6675.(NAD 83 (1986)) are NOT consistent with those determined in EZ6675.adjacent state readjustments. The discontinuity between stations EZ6675.located in North Carolina and those in adjacent states EZ6675.which have been adjusted to the HARN may be as much as 5 EZ6675.decimeters. This will result in a significant loss of accuracy EZ6675.over lines crossing such state borders. EZ6675 EZ6675 EZ6675.The horizontal coordinates were established by classical geodetic methods EZ6675.and adjusted by the National Geodetic Survey in March 1993. EZ6675 EZ6675.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6675 EZ6675.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6675 EZ6675.The geoid height was determined by GEOID03. EZ6675 EZ6675; North East Units Scale Factor Converg. EZ6675;SPC NC - 204,126.883 630,130.367 MT 0.99988995 +0 07 50.7 EZ6675;SPC NC - 669,706.28 2,067,352.71 sFT 0.99988995 +0 07 50.7 EZ6675;UTM 17 - 3,940,747.507 701,723.567 MT 1.00010148 +1 17 46.5 EZ6675 EZ6675! - Elev Factor x Scale Factor = Combined Factor EZ6675!SPC NC - 0.99998469 x 0.99988995 = 0.99987464 EZ6675!UTM 17 - 0.99998469 x 1.00010148 = 1.00008617 EZ6675 EZ6675 SUPERSEDED SURVEY CONTROL EZ6675 EZ6675 NGVD 29 (03/10/93) 130.6 (m) 428. (f) VERT ANG EZ6675 EZ6675.Superseded values are not recommended for survey control. EZ6675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6675.See file dsdata.txt to determine how the superseded data were derived. EZ6675 EZ6675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0172440748(NAD 83) EZ6675_MARKER: DE = TRAVERSE STATION DISK EZ6675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6675_SP_SET: CONCRETE POST EZ6675_STAMPING: PEDOAK 1983 EZ6675_MARK LOGO: NCGS EZ6675_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ6675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6675+STABILITY: SURFACE MOTION EZ6675 EZ6675 HISTORY - Date Condition Report By EZ6675 HISTORY - 1983 MONUMENTED NCGS EZ6675 EZ6675 STATION DESCRIPTION EZ6675 EZ6675'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 EZ6675'STATION IS LOCATED APPROXIMATELY 2.3 KM (1.4 MI) EAST-NORTHEAST OF EZ6675'FUQUAY VARINA. EZ6675'PROCEED ALONG US 401, 1.7 KM (1.05 MI) EAST OF THE INTERSECTION WITH EZ6675'NC 55 NORTH , THENCE 0.3 KM (0.2 MI) SOUTH ALONG SR 1301(PURFOY ROAD), EZ6675'ACROSS ROAD FROM A CONCRETE BLOCK PUMP HOUSE IN YARD OF RESIDENCE. EZ6675'THE STATION IS A STANDARD NCGS DISK STAMPED---PEDOAK 1983---, SET INTO EZ6675'THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER RECESSED 2 CM EZ6675'BELOW GROUND. LOCATED 7.77 METERS (25.5 FT) WEST FROM THE CENTERLINE EZ6675'OF HIGHWAY, 2.29 METERS (7.5 FT) SOUTH-SOUTHEAST FROM A 30 INCH PINE EZ6675'WITH REFERENCE TAG, 11.43 METERS (37.5 FT) SOUTH FROM A TELEPHONE EZ6675'PEDESTAL (90 W), 10.24 METERS (33.6 FT) NORTH FROM A 18 INCH OAK WITH EZ6675'REFERENCE TAG, 23.80 METERS (78.1 FT) NORTHWEST FROM A POWER POLE WITH EZ6675'TRANSFORMER AND REFERENCE TAG, 23.93 METERS (78.5 FT) NORTHWEST FROM EZ6675'THE NORTH END OF DRIVEWAY CULVERT, AND 38.3 KM (125.7 FT) EZ6675'NORTH-NORTHWEST OF A FIRE HYDRANT EZ6675'STATION IS 0.3 M (1.0 FT) ABOVE THE LEVEL OF HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5438 *********************************************************************** EZ5438 DESIGNATION - PEELE EZ5438 PID - EZ5438 EZ5438 STATE/COUNTY- NC/WAKE EZ5438 USGS QUAD - CARY (1993) EZ5438 EZ5438 *CURRENT SURVEY CONTROL EZ5438 ___________________________________________________________________ EZ5438* NAD 83(1986)- 35 46 44.68467(N) 078 46 22.03028(W) ADJUSTED EZ5438* NAVD 88 - 150.9 (meters) 495. (feet) VERTCON EZ5438 ___________________________________________________________________ EZ5438 LAPLACE CORR- -6.66 (seconds) DEFLEC99 EZ5438 GEOID HEIGHT- -32.34 (meters) GEOID03 EZ5438 EZ5438 HORZ ORDER - SECOND EZ5438 EZ5438.The North Carolina HARNS have been completed but, EZ5438.due to contractual restrictions, coordinates for these stations EZ5438.will NOT be published in the near future. In the interim, the EZ5438.published coordinates in North Carolina will not be EZ5438.consistent with the Continuously Operating Reference Stations EZ5438.(CORS). The HARN coordinates for these stations are available EZ5438.upon request. Contact Gary Thompson(919-733-3836). EZ5438. EZ5438.In addition, the published North Carolina positions EZ5438.(NAD 83 (1986)) are NOT consistent with those determined in EZ5438.adjacent state readjustments. The discontinuity between stations EZ5438.located in North Carolina and those in adjacent states EZ5438.which have been adjusted to the HARN may be as much as 5 EZ5438.decimeters. This will result in a significant loss of accuracy EZ5438.over lines crossing such state borders. EZ5438 EZ5438 EZ5438.The horizontal coordinates were established by classical geodetic methods EZ5438.and adjusted by the National Geodetic Survey in July 1986. EZ5438 EZ5438.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5438 EZ5438.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5438 EZ5438.The geoid height was determined by GEOID03. EZ5438 EZ5438; North East Units Scale Factor Converg. EZ5438;SPC NC - 225,113.101 630,142.874 MT 0.99991484 +0 07 52.1 EZ5438;SPC NC - 738,558.57 2,067,393.75 sFT 0.99991484 +0 07 52.1 EZ5438;UTM 17 - 3,961,733.791 701,308.031 MT 1.00009939 +1 18 09.4 EZ5438 EZ5438! - Elev Factor x Scale Factor = Combined Factor EZ5438!SPC NC - 0.99998139 x 0.99991484 = 0.99989623 EZ5438!UTM 17 - 0.99998139 x 1.00009939 = 1.00008077 EZ5438 EZ5438: Primary Azimuth Mark Grid Az EZ5438:SPC NC - WALKER 312 20 53.8 EZ5438:UTM 17 - WALKER 311 10 36.5 EZ5438 EZ5438|---------------------------------------------------------------------| EZ5438| PID Reference Object Distance Geod. Az | EZ5438| dddmmss.s | EZ5438| EZ5440 WALKER APPROX. 0.6 KM 3122845.9 | EZ5438|---------------------------------------------------------------------| EZ5438 EZ5438 SUPERSEDED SURVEY CONTROL EZ5438 EZ5438 NAD 27 - 35 46 44.14236(N) 078 46 23.01342(W) AD( ) 2 EZ5438 NGVD 29 (07/19/86) 151.2 (m) 496. (f) VERT ANG EZ5438 EZ5438.Superseded values are not recommended for survey control. EZ5438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5438.See file dsdata.txt to determine how the superseded data were derived. EZ5438 EZ5438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0130861734(NAD 83) EZ5438_MARKER: DE = TRAVERSE STATION DISK EZ5438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5438_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5438_STAMPING: PEELE 1965 EZ5438_MARK LOGO: NCGS EZ5438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5438+STABILITY: SURFACE MOTION EZ5438 EZ5438 HISTORY - Date Condition Report By EZ5438 HISTORY - 1965 MONUMENTED NCGS EZ5438 EZ5438 STATION DESCRIPTION EZ5438 EZ5438'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ5438'PEELE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5438'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5438' EZ5438'PEELE IS 0.7 MILES SE OF CARY. LOCATED 0.55 MILES SE OF EZ5438'INTERSECTION OF BREEZE RD. (SR 1300) AND WALNUT STREET (SR EZ5438'1313). 0.7 MILES NW OF CARY HIGH SCHOOL AND INTERSECTION OF EZ5438'SR 1415 AND SR 1313. ACROSS ROAD FROM RESIDENCE NO. 418. ON EZ5438'NE SHOULDER OF SR 1313. AND 3 FT NE OF EDGE OF PAVEMENT. EZ5438' EZ5438'STATION MARK IS STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ5438'PEELE 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5438'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EZ5438' EZ5438'MARK IS EZ5438' EZ5438'13.0 FT NE OF C/L OF SR 1313 EZ5438' EZ5438'60.1 FT N OF ALUMINUM REF. TAG ON PP EZ5438' EZ5438'35.3 FT NNE OF H.R. PEELE MAIL BOX EZ5438' EZ5438'26.8 FT NNE OF CENTER OF MANHOLE COVER EZ5438' EZ5438'7.0 FT SW OF ALUMINUM REF. TAG ON 4X4 SPEED LIMIT SIGN EZ5438' EZ5438'146.8 FT SE OF ALUMINUM REF. TAG ON PP EZ5438' EZ5438'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7284 *********************************************************************** AE7284 DESIGNATION - PEGDAV AE7284 PID - AE7284 AE7284 STATE/COUNTY- NC/WAKE AE7284 USGS QUAD - BAYLEAF (1987) AE7284 AE7284 *CURRENT SURVEY CONTROL AE7284 ___________________________________________________________________ AE7284* NAD 83(1986)- 35 59 02.79602(N) 078 39 01.31246(W) ADJUSTED AE7284* NAVD 88 - 105.4 (meters) 346. (feet) VERTCON AE7284 ___________________________________________________________________ AE7284 LAPLACE CORR- -7.08 (seconds) DEFLEC99 AE7284 GEOID HEIGHT- -32.34 (meters) GEOID03 AE7284 AE7284 HORZ ORDER - SECOND AE7284 AE7284.The North Carolina HARNS have been completed but, AE7284.due to contractual restrictions, coordinates for these stations AE7284.will NOT be published in the near future. In the interim, the AE7284.published coordinates in North Carolina will not be AE7284.consistent with the Continuously Operating Reference Stations AE7284.(CORS). The HARN coordinates for these stations are available AE7284.upon request. Contact Gary Thompson(919-733-3836). AE7284. AE7284.In addition, the published North Carolina positions AE7284.(NAD 83 (1986)) are NOT consistent with those determined in AE7284.adjacent state readjustments. The discontinuity between stations AE7284.located in North Carolina and those in adjacent states AE7284.which have been adjusted to the HARN may be as much as 5 AE7284.decimeters. This will result in a significant loss of accuracy AE7284.over lines crossing such state borders. AE7284 AE7284 AE7284.The horizontal coordinates were established by classical geodetic methods AE7284.and adjusted by the National Geodetic Survey in March 1998. AE7284 AE7284.The NAVD 88 height was computed by applying the VERTCON shift value to AE7284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7284 AE7284.The Laplace correction was computed from DEFLEC99 derived deflections. AE7284 AE7284.The geoid height was determined by GEOID03. AE7284 AE7284; North East Units Scale Factor Converg. AE7284;SPC NC - 247,893.180 641,130.452 MT 0.99995416 +0 12 06.5 AE7284;SPC NC - 813,296.21 2,103,442.16 sFT 0.99995416 +0 12 06.5 AE7284;UTM 17 - 3,984,738.877 711,828.068 MT 1.00015293 +1 22 51.8 AE7284 AE7284! - Elev Factor x Scale Factor = Combined Factor AE7284!SPC NC - 0.99998854 x 0.99995416 = 0.99994270 AE7284!UTM 17 - 0.99998854 x 1.00015293 = 1.00014147 AE7284 AE7284 SUPERSEDED SURVEY CONTROL AE7284 AE7284 NGVD 29 (03/10/98) 105.6 (m) 346. (f) VERT ANG AE7284 AE7284.Superseded values are not recommended for survey control. AE7284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7284.See file dsdata.txt to determine how the superseded data were derived. AE7284 AE7284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1182884739(NAD 83) AE7284_MARKER: DE = TRAVERSE STATION DISK AE7284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7284_STAMPING: PEGDAV 1985 AE7284_MARK LOGO: NCGS AE7284_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7284+STABILITY: SURFACE MOTION AE7284 AE7284 HISTORY - Date Condition Report By AE7284 HISTORY - 1985 MONUMENTED NCGS AE7284 AE7284 STATION DESCRIPTION AE7284 AE7284'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) AE7284'STATION IS LOCATED ABOUT 12.7 KM (7.90 MI) WEST OF WAKE FOREST. ALONG AE7284'NC 98 FOR 1.7 KM (1.05 MI) WEST FROM THE NEUSE RIVER BRIDGE, OR 0.8 KM AE7284'(0.50 MI) EAST OF SR 1005-SR 1907 CROSSROADS, IN THE NORTHEAST AE7284'QUADRANT OF INTERSECTION WITH A FIELD ROAD. MARK IS FLUSH WITH GROUND AE7284'AND ABOUT 1 FOOT (0.3 M) HIGHER THAN THE HIGHWAY. LOCATED 14.9 M (48.9 AE7284'FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 18.3 M (60.0 FT) AE7284'EAST OF THE NORTHEAST END OF THE FIELD ROAD CULVERT, 26.2 M (86.0 FT) AE7284'EAST-SOUTHEAST OF A TELEPHONE PEDESTAL--AND 5.8 M (19.0 FT) OF A AE7284'36-INCH OAK, 7.6 M (24.9 FT) WEST OF A 12-INCH PINE--BOTH WITH AE7284'REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6591 *********************************************************************** EZ6591 DESIGNATION - PERNEW EZ6591 PID - EZ6591 EZ6591 STATE/COUNTY- NC/WAKE EZ6591 USGS QUAD - RALEIGH WEST (1988) EZ6591 EZ6591 *CURRENT SURVEY CONTROL EZ6591 ___________________________________________________________________ EZ6591* NAD 83(1986)- 35 46 48.40518(N) 078 38 05.13652(W) ADJUSTED EZ6591* NAVD 88 - 104.6 (meters) 343. (feet) VERTCON EZ6591 ___________________________________________________________________ EZ6591 LAPLACE CORR- -7.48 (seconds) DEFLEC99 EZ6591 GEOID HEIGHT- -32.93 (meters) GEOID03 EZ6591 EZ6591 HORZ ORDER - SECOND EZ6591 EZ6591.The North Carolina HARNS have been completed but, EZ6591.due to contractual restrictions, coordinates for these stations EZ6591.will NOT be published in the near future. In the interim, the EZ6591.published coordinates in North Carolina will not be EZ6591.consistent with the Continuously Operating Reference Stations EZ6591.(CORS). The HARN coordinates for these stations are available EZ6591.upon request. Contact Gary Thompson(919-733-3836). EZ6591. EZ6591.In addition, the published North Carolina positions EZ6591.(NAD 83 (1986)) are NOT consistent with those determined in EZ6591.adjacent state readjustments. The discontinuity between stations EZ6591.located in North Carolina and those in adjacent states EZ6591.which have been adjusted to the HARN may be as much as 5 EZ6591.decimeters. This will result in a significant loss of accuracy EZ6591.over lines crossing such state borders. EZ6591 EZ6591 EZ6591.The horizontal coordinates were established by classical geodetic methods EZ6591.and adjusted by the National Geodetic Survey in December 1992. EZ6591 EZ6591.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6591 EZ6591.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6591 EZ6591.The geoid height was determined by GEOID03. EZ6591 EZ6591; North East Units Scale Factor Converg. EZ6591;SPC NC - 225,264.996 642,620.887 MT 0.99991501 +0 12 38.9 EZ6591;SPC NC - 739,056.91 2,108,332.03 sFT 0.99991501 +0 12 38.9 EZ6591;UTM 17 - 3,962,140.974 713,783.022 MT 1.00016321 +1 23 00.3 EZ6591 EZ6591! - Elev Factor x Scale Factor = Combined Factor EZ6591!SPC NC - 0.99998875 x 0.99991501 = 0.99990376 EZ6591!UTM 17 - 0.99998875 x 1.00016321 = 1.00015196 EZ6591 EZ6591 SUPERSEDED SURVEY CONTROL EZ6591 EZ6591 NGVD 29 (12/28/92) 104.9 (m) 344. (f) VERT ANG EZ6591 EZ6591.Superseded values are not recommended for survey control. EZ6591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6591.See file dsdata.txt to determine how the superseded data were derived. EZ6591 EZ6591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1378362141(NAD 83) EZ6591_MARKER: DE = TRAVERSE STATION DISK EZ6591_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN EZ6591+WITH SETTING: PAVEMENT EZ6591_MAGNETIC: N = NO MAGNETIC MATERIAL EZ6591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6591+STABILITY: SURFACE MOTION EZ6591 EZ6591 HISTORY - Date Condition Report By EZ6591 HISTORY - 1983 MONUMENTED NCGS EZ6591 EZ6591 STATION DESCRIPTION EZ6591 EZ6591'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG) EZ6591'THE STATION IS LOCATED ABOUT 0.4 KM (0.25 MI) EZ6591'EAST OF THE STATE CAPITOL IN RALEIGH. EZ6591' EZ6591'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE CAPITOL EZ6591'SQUARE GO EAST FOR 0.3 KM (0.2 MI) ON MORGAN STREET AND NEW BERN EZ6591'AVENUE TO THE U. S. POST OFFICE AT THE CORNER OF PERSON STREET AND EZ6591'STATION IN SIDEWALK IN THE SOUTHEAST QUADRANT OF INTERSECTION. EZ6591' EZ6591'THE STATION IS A STANDARD NCGS DISK EZ6591'STAMPED---PERNEW 1983---, EZ6591'SET INTO A DRILLED HOLE. EZ6591'0.61 METERS (2.0 FT) EAST FROM THE WEST EDGE OF EAST CURB OF PERSON EZ6591'STREET, EZ6591'4.8 METERS (15.8 FT) NORTH FROM A TRAFFIC SIGNAL POLE WITH LAMP AND EZ6591'REFERENCE TAG, EZ6591'5.6 METERS (18.4 FT) SOUTHWEST FROM A METAL PEDESTRIAN SIGNAL POST, EZ6591'9.33 METERS (30.6 FT) NORTH-NORTHWEST FROM THE NORTHWEST CORNER OF EZ6591'FLAG POLE BASE AND EZ6591'19.39 METERS (63.6 FT) WEST FROM A TRAFFIC SIGNAL BOX CONTROL POLE EZ6591'WITH REFERENCE TAG. EZ6591' EZ6591'MARK IS ABOUT LEVEL WITH THE STREET. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6592 *********************************************************************** EZ6592 DESIGNATION - PERPOLK EZ6592 PID - EZ6592 EZ6592 STATE/COUNTY- NC/WAKE EZ6592 USGS QUAD - RALEIGH WEST (1988) EZ6592 EZ6592 *CURRENT SURVEY CONTROL EZ6592 ___________________________________________________________________ EZ6592* NAD 83(1986)- 35 47 09.88281(N) 078 38 04.49100(W) ADJUSTED EZ6592* NAVD 88 - 106.9 (meters) 351. (feet) VERTCON EZ6592 ___________________________________________________________________ EZ6592 LAPLACE CORR- -7.49 (seconds) DEFLEC99 EZ6592 GEOID HEIGHT- -32.91 (meters) GEOID03 EZ6592 EZ6592 HORZ ORDER - SECOND EZ6592 EZ6592.The North Carolina HARNS have been completed but, EZ6592.due to contractual restrictions, coordinates for these stations EZ6592.will NOT be published in the near future. In the interim, the EZ6592.published coordinates in North Carolina will not be EZ6592.consistent with the Continuously Operating Reference Stations EZ6592.(CORS). The HARN coordinates for these stations are available EZ6592.upon request. Contact Gary Thompson(919-733-3836). EZ6592. EZ6592.In addition, the published North Carolina positions EZ6592.(NAD 83 (1986)) are NOT consistent with those determined in EZ6592.adjacent state readjustments. The discontinuity between stations EZ6592.located in North Carolina and those in adjacent states EZ6592.which have been adjusted to the HARN may be as much as 5 EZ6592.decimeters. This will result in a significant loss of accuracy EZ6592.over lines crossing such state borders. EZ6592 EZ6592 EZ6592.The horizontal coordinates were established by classical geodetic methods EZ6592.and adjusted by the National Geodetic Survey in December 1992. EZ6592 EZ6592.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6592 EZ6592.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6592 EZ6592.The geoid height was determined by GEOID03. EZ6592 EZ6592; North East Units Scale Factor Converg. EZ6592;SPC NC - 225,926.953 642,634.661 MT 0.99991597 +0 12 39.3 EZ6592;SPC NC - 741,228.68 2,108,377.22 sFT 0.99991597 +0 12 39.3 EZ6592;UTM 17 - 3,962,803.239 713,783.245 MT 1.00016321 +1 23 01.4 EZ6592 EZ6592! - Elev Factor x Scale Factor = Combined Factor EZ6592!SPC NC - 0.99998839 x 0.99991597 = 0.99990436 EZ6592!UTM 17 - 0.99998839 x 1.00016321 = 1.00015160 EZ6592 EZ6592 SUPERSEDED SURVEY CONTROL EZ6592 EZ6592 NGVD 29 (12/28/92) 107.1 (m) 351. (f) VERT ANG EZ6592 EZ6592.Superseded values are not recommended for survey control. EZ6592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6592.See file dsdata.txt to determine how the superseded data were derived. EZ6592 EZ6592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1378362803(NAD 83) EZ6592_MARKER: DH = HORIZONTAL CONTROL DISK EZ6592_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. EZ6592_SP_SET: SIDEWALK EZ6592_STAMPING: PERPOLK 1983 EZ6592_MARK LOGO: NCGS EZ6592_MAGNETIC: N = NO MAGNETIC MATERIAL EZ6592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ6592 EZ6592 HISTORY - Date Condition Report By EZ6592 HISTORY - 1983 MONUMENTED NCGS EZ6592 HISTORY - 19940921 GOOD NCGS EZ6592 EZ6592 STATION DESCRIPTION EZ6592 EZ6592'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG) EZ6592'THE STATION IS LOCATED ABOUT 0.7 KM (0.5 MI) EZ6592'NORTHEAST OF THE STATE CAPITOL IN RALEIGH. EZ6592' EZ6592'TO REACH THE STATION FROM THE POST OFFICE ON NEW BERN AVENUE GO EZ6592'NORTH FOR 0.65 KM (0.4 MI) ON PERSON STREET TO THE INTERSECTION EZ6592'WITH POLK STREET, AND THE STATION IN THE SIDEWALK IN THE NORTHWEST EZ6592'QUADRANT, AND ACROSS FROM MURPHEY SCHOOL. EZ6592' EZ6592'THE STATION IS A STANDARD NCGS DISK EZ6592'STAMPED---PERPOLK 1983---, EZ6592'SET INTO A DRILLED HOLE, EZ6592'MARK IS EZ6592'7.83 METERS (25.7 FT) NORTH FROM THE CENTERLINE OF POLK STREET, EZ6592'1.22 METERS (4.0 FT) WEST FROM THE WEST CURB OF PERSON STREET, EZ6592'1.80 METERS (5.9 FT) SOUTHWEST FROM A POWER POLE WITH REFERENCE TAG, EZ6592'7.35 METERS (24.1 FT) EAST FROM A POWER POLE WITH LAMP AND EZ6592'REFERENCE TAG. EZ6592' EZ6592'MARK IS ABOUT LEVEL WITH THE STREET. EZ6592 EZ6592 STATION RECOVERY (1994) EZ6592 EZ6592'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (JGG) EZ6592'RECOVERED AS DESCRIBED. MARK IS LOCATED 26.5 FT (8.1 M) EAST OF A EZ6592'POWER POLE WITH A LAMP AND REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2504 *********************************************************************** EZ2504 DESIGNATION - PERRY EZ2504 PID - EZ2504 EZ2504 STATE/COUNTY- NC/WAKE EZ2504 USGS QUAD - RALEIGH EAST (1993) EZ2504 EZ2504 *CURRENT SURVEY CONTROL EZ2504 ___________________________________________________________________ EZ2504* NAD 83(1986)- 35 47 43.35149(N) 078 30 46.87512(W) ADJUSTED EZ2504* NAVD 88 - 98.034 (meters) 321.63 (feet) ADJUSTED EZ2504 ___________________________________________________________________ EZ2504 LAPLACE CORR- -6.81 (seconds) DEFLEC99 EZ2504 GEOID HEIGHT- -33.45 (meters) GEOID03 EZ2504 DYNAMIC HT - 97.948 (meters) 321.35 (feet) COMP EZ2504 MODELED GRAV- 979,754.3 (mgal) NAVD 88 EZ2504 EZ2504 HORZ ORDER - SECOND EZ2504 VERT ORDER - SECOND CLASS II EZ2504 EZ2504.The North Carolina HARNS have been completed but, EZ2504.due to contractual restrictions, coordinates for these stations EZ2504.will NOT be published in the near future. In the interim, the EZ2504.published coordinates in North Carolina will not be EZ2504.consistent with the Continuously Operating Reference Stations EZ2504.(CORS). The HARN coordinates for these stations are available EZ2504.upon request. Contact Gary Thompson(919-733-3836). EZ2504. EZ2504.In addition, the published North Carolina positions EZ2504.(NAD 83 (1986)) are NOT consistent with those determined in EZ2504.adjacent state readjustments. The discontinuity between stations EZ2504.located in North Carolina and those in adjacent states EZ2504.which have been adjusted to the HARN may be as much as 5 EZ2504.decimeters. This will result in a significant loss of accuracy EZ2504.over lines crossing such state borders. EZ2504 EZ2504 EZ2504.The horizontal coordinates were established by classical geodetic methods EZ2504.and adjusted by the National Geodetic Survey in July 1986. EZ2504 EZ2504.The orthometric height was determined by differential leveling EZ2504.and adjusted by the National Geodetic Survey in June 1991. EZ2504 EZ2504.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2504 EZ2504.The geoid height was determined by GEOID03. EZ2504 EZ2504.The dynamic height is computed by dividing the NAVD 88 EZ2504.geopotential number by the normal gravity value computed on the EZ2504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2504.degrees latitude (g = 980.6199 gals.). EZ2504 EZ2504.The modeled gravity was interpolated from observed gravity values. EZ2504 EZ2504; North East Units Scale Factor Converg. EZ2504;SPC NC - 227,005.568 653,618.395 MT 0.99991750 +0 16 51.9 EZ2504;SPC NC - 744,767.43 2,144,413.02 sFT 0.99991750 +0 16 51.9 EZ2504;UTM 17 - 3,964,106.930 724,745.609 MT 1.00022245 +1 27 18.8 EZ2504 EZ2504! - Elev Factor x Scale Factor = Combined Factor EZ2504!SPC NC - 0.99998986 x 0.99991750 = 0.99990736 EZ2504!UTM 17 - 0.99998986 x 1.00022245 = 1.00021231 EZ2504 EZ2504: Primary Azimuth Mark Grid Az EZ2504:SPC NC - DANIEL 269 55 12.3 EZ2504:UTM 17 - DANIEL 268 44 45.4 EZ2504 EZ2504|---------------------------------------------------------------------| EZ2504| PID Reference Object Distance Geod. Az | EZ2504| dddmmss.s | EZ2504| EZ2503 DANIEL 497.756 METERS 2701204.2 | EZ2504|---------------------------------------------------------------------| EZ2504 EZ2504 SUPERSEDED SURVEY CONTROL EZ2504 EZ2504 NAD 27 - 35 47 42.81649(N) 078 30 47.86369(W) AD( ) 2 EZ2504 NGVD 29 (??/??/92) 98.312 (m) 322.55 (f) ADJ UNCH 2 2 EZ2504 EZ2504.Superseded values are not recommended for survey control. EZ2504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2504.See file dsdata.txt to determine how the superseded data were derived. EZ2504 EZ2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2474664107(NAD 83) EZ2504_MARKER: DE = TRAVERSE STATION DISK EZ2504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2504_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2504_STAMPING: PERRY 1965 EZ2504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2504+STABILITY: SURFACE MOTION EZ2504 EZ2504 HISTORY - Date Condition Report By EZ2504 HISTORY - 1965 MONUMENTED NCGS EZ2504 HISTORY - 1976 GOOD NCGS EZ2504 EZ2504 STATION DESCRIPTION EZ2504 EZ2504'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ2504'PERRY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2504'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ2504' EZ2504'PERRY IS 7.2 MILES ENE OF RALEIGH AND 1.9 MILES W OF EZ2504'KNIGHTDALE. LOCATED 1.6 MILES E ALONG U.S. 64 FROM BRIDGE EZ2504'OVER NEUSE RIVER. 1.5 MILES W OF SR 2233. 0.3 MILES E OF EZ2504'SR 2516. APPROXIMATELY 80 FT S OF U.S. 64 AND ON E SIDE OF EZ2504'DRIVEWAY. EZ2504' EZ2504'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2504'PERRY 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2504'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2504' EZ2504'MARK IS EZ2504' EZ2504'77.5 FT S OF C/L OF E BOUND LANE EZ2504' EZ2504'59.8 FT SW OF PP WITH ALUMINUM REF. TAG EZ2504' EZ2504'83.5 FT SE OF PP WITH ALUMINUM REF. TAG EZ2504' EZ2504'69.9 FT SE OF R/W MARKER EZ2504' EZ2504'12.2 FT NW OF 24 INCH PINE EZ2504' EZ2504'66.0 FT S OF YELLOW ARROW PAINTED ON E BOUND LANE EZ2504' EZ2504'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ2504 EZ2504 STATION RECOVERY (1976) EZ2504 EZ2504'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2504'1.9 MI W FROM KNIGHTDALE. EZ2504'TO REACH STATION FROM THE US 64 BRIDGE OVER THE NEUSE RIVER, PROCEED EZ2504'EAST ALONG US 64 FOR 1.55 MILE TO STATION ON RIGHT ON EAST SIDE OF A EZ2504'DRIVEWAY, 0.3 MILE EAST OF T INTERSECTION WITH SR 2516 AT DANIELS EZ2504'STORE. 77.5 FT. S OF CENTERLINE US 64 EAST BOUND LANE, 14.8 FT. E OF EZ2504'CENTERLINE OF WESTERNMOST DIRT DRIVEWAY TO ONE STORY WHITE FRAME EZ2504'HOUSE, 74.4 FT. N OF A GASOLINE PUMP, 10.7 FT. WNW OF AN 18 INCH PINE, EZ2504'69.9 FT. SE OF R/W MARKER, 60.9 FT. SW OF A POWER POLE WITH EZ2504'TRANSFORMER AND ALUMINUM REF. TAG AND 83.5 FT. ESE OF A POWER POLE EZ2504'WITH ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER, FLUSH WITH EZ2504'THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2412 *********************************************************************** EZ2412 DESIGNATION - PERRY CREEK EZ2412 PID - EZ2412 EZ2412 STATE/COUNTY- NC/WAKE EZ2412 USGS QUAD - ROLESVILLE (1993) EZ2412 EZ2412 *CURRENT SURVEY CONTROL EZ2412 ___________________________________________________________________ EZ2412* NAD 83(1986)- 35 56 20.59672(N) 078 25 39.65047(W) ADJUSTED EZ2412* NAVD 88 - 105.291 (meters) 345.44 (feet) ADJUSTED EZ2412 ___________________________________________________________________ EZ2412 LAPLACE CORR- -6.88 (seconds) DEFLEC99 EZ2412 GEOID HEIGHT- -33.38 (meters) GEOID03 EZ2412 DYNAMIC HT - 105.201 (meters) 345.15 (feet) COMP EZ2412 MODELED GRAV- 979,769.0 (mgal) NAVD 88 EZ2412 EZ2412 HORZ ORDER - SECOND EZ2412 VERT ORDER - SECOND CLASS II EZ2412 EZ2412.The North Carolina HARNS have been completed but, EZ2412.due to contractual restrictions, coordinates for these stations EZ2412.will NOT be published in the near future. In the interim, the EZ2412.published coordinates in North Carolina will not be EZ2412.consistent with the Continuously Operating Reference Stations EZ2412.(CORS). The HARN coordinates for these stations are available EZ2412.upon request. Contact Gary Thompson(919-733-3836). EZ2412. EZ2412.In addition, the published North Carolina positions EZ2412.(NAD 83 (1986)) are NOT consistent with those determined in EZ2412.adjacent state readjustments. The discontinuity between stations EZ2412.located in North Carolina and those in adjacent states EZ2412.which have been adjusted to the HARN may be as much as 5 EZ2412.decimeters. This will result in a significant loss of accuracy EZ2412.over lines crossing such state borders. EZ2412 EZ2412 EZ2412.The horizontal coordinates were established by classical geodetic methods EZ2412.and adjusted by the National Geodetic Survey in July 1986. EZ2412 EZ2412.The orthometric height was determined by differential leveling EZ2412.and adjusted by the National Geodetic Survey in June 1991. EZ2412 EZ2412.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2412 EZ2412.The geoid height was determined by GEOID03. EZ2412 EZ2412.The dynamic height is computed by dividing the NAVD 88 EZ2412.geopotential number by the normal gravity value computed on the EZ2412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2412.degrees latitude (g = 980.6199 gals.). EZ2412 EZ2412.The modeled gravity was interpolated from observed gravity values. EZ2412 EZ2412; North East Units Scale Factor Converg. EZ2412;SPC NC - 242,987.500 661,240.159 MT 0.99994442 +0 19 49.2 EZ2412;SPC NC - 797,201.49 2,169,418.75 sFT 0.99994442 +0 19 49.2 EZ2412;UTM 17 - 3,980,247.105 732,039.728 MT 1.00026350 +1 30 37.6 EZ2412 EZ2412! - Elev Factor x Scale Factor = Combined Factor EZ2412!SPC NC - 0.99998871 x 0.99994442 = 0.99993313 EZ2412!UTM 17 - 0.99998871 x 1.00026350 = 1.00025221 EZ2412 EZ2412 SUPERSEDED SURVEY CONTROL EZ2412 EZ2412 NAD 27 - 35 56 20.04651(N) 078 25 40.65386(W) AD( ) 2 EZ2412 NGVD 29 (??/??/92) 105.569 (m) 346.35 (f) ADJ UNCH 2 2 EZ2412 EZ2412.Superseded values are not recommended for survey control. EZ2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2412.See file dsdata.txt to determine how the superseded data were derived. EZ2412 EZ2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3204080247(NAD 83) EZ2412_MARKER: DE = TRAVERSE STATION DISK EZ2412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2412_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2412_STAMPING: PERRY CREEK 1976 EZ2412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2412+STABILITY: SURFACE MOTION EZ2412 EZ2412 HISTORY - Date Condition Report By EZ2412 HISTORY - 1976 MONUMENTED NCGS EZ2412 HISTORY - 1976 GOOD NCGS EZ2412 EZ2412 STATION DESCRIPTION EZ2412 EZ2412'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2412'PERRY CREEK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2412'IN THE VICINITY OF ROLESVILLE, NORTH CAROLINA. EZ2412' EZ2412'PERRY CREEK IS LOCATED APPROXIMATELY 2.0 MILES ENE OF ROLESVILLE EZ2412'AND 5.4 MILES ESE OF WAKE FOREST. TO REACH STATION FROM THE MAIN EZ2412'CROSSROADS IN CENTER OF ROLESVILLE, PROCEED NORTHEAST ALONG U.S. EZ2412'401 FOR 2.0 MILES TO STATION ON RIGHT, APPROXIMATELY 200 FEET ENE EZ2412'OF PERRY CREEK AND 0.7 MILE SOUTHWEST OF U.S. 401 AND NC 96 EZ2412'CROSSROADS. EZ2412' EZ2412'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2412'PERRY CREEK 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ2412'OF WHICH IS PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND AND EZ2412'6 FEET LOWER THAN THE SURFACE OF THE ROAD. EZ2412' EZ2412'MARK IS 52.6 FT SE OF C/L OF U.S. 401 EZ2412' EZ2412'5.0 FT NNE OF TWIN TRUNK 50 INCH POPLAR WITH ALUMINUM REF. TAG EZ2412' EZ2412'9.0 FT NNW OF 16 INCH POPLAR WITH ALUMINUM REF. TAG EZ2412' EZ2412'26.9 FT SSW OF 6 INCH SWEETGUM WITH ALUMINUM REF. TAG EZ2412' EZ2412'198.3 FT ENE OF CENTER OF TOP OF CONCRETE HEADWALL ON SOUTHEAST EZ2412'SIDE OF HIGHWAY EZ2412 EZ2412 STATION RECOVERY (1976) EZ2412 EZ2412'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2412'2.0 MI ENE FROM ROLESVILLE. EZ2412'TO REACH STATION FROM THE MAIN CROSSROADS IN CENTER OF ROLESVILLE, EZ2412'PROCEED NORTHEAST ALONG US 401 FOR 2.0 MILES TO STATION ON RIGHT, EZ2412'APPROXIMATELY 200 FEET ENE OF PERRY CREEK, AND 0.7 MILE SOUTHWEST OF EZ2412'US 401 AND NC 96 CROSSROADS. 52.6 FT. SE OF C/L OF US 401, 5.0 FT. EZ2412'NNE OF TWIN TRUNK 50 INCH POPLAR WITH ALUMINUM REF. TAG, 9.0 FT. NNW EZ2412'OF 16 INCH POPLAR WITH ALUMINUM REF. TAG, 26.9 FT. SSW OF 6 INCH EZ2412'SWEETGUM WITH ALUMINUM REF. TAG, AND 198.3 FT. ENE OF CENTER OF TOP OF EZ2412'CONCRETE HEADWALL ON SE SIDE OF HIGHWAY. DISK IS SET IN CONCRETE EZ2412'CYLINDER, 4 INCHES ABOVE THE SURFACE OF THE GROUND AND 6 FEET LOWER EZ2412'THAN THE SURFACE OF THE ROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5004 *********************************************************************** EZ5004 DESIGNATION - PET EZ5004 PID - EZ5004 EZ5004 STATE/COUNTY- NC/WAKE EZ5004 USGS QUAD - WAKE FOREST (1987) EZ5004 EZ5004 *CURRENT SURVEY CONTROL EZ5004 ___________________________________________________________________ EZ5004* NAD 83(1986)- 35 58 45.73669(N) 078 37 24.15494(W) ADJUSTED EZ5004* NAVD 88 - 115.4 (meters) 379. (feet) VERTCON EZ5004 ___________________________________________________________________ EZ5004 LAPLACE CORR- -6.60 (seconds) DEFLEC99 EZ5004 GEOID HEIGHT- -32.46 (meters) GEOID03 EZ5004 EZ5004 HORZ ORDER - SECOND EZ5004 EZ5004.The North Carolina HARNS have been completed but, EZ5004.due to contractual restrictions, coordinates for these stations EZ5004.will NOT be published in the near future. In the interim, the EZ5004.published coordinates in North Carolina will not be EZ5004.consistent with the Continuously Operating Reference Stations EZ5004.(CORS). The HARN coordinates for these stations are available EZ5004.upon request. Contact Gary Thompson(919-733-3836). EZ5004. EZ5004.In addition, the published North Carolina positions EZ5004.(NAD 83 (1986)) are NOT consistent with those determined in EZ5004.adjacent state readjustments. The discontinuity between stations EZ5004.located in North Carolina and those in adjacent states EZ5004.which have been adjusted to the HARN may be as much as 5 EZ5004.decimeters. This will result in a significant loss of accuracy EZ5004.over lines crossing such state borders. EZ5004 EZ5004 EZ5004.The horizontal coordinates were established by classical geodetic methods EZ5004.and adjusted by the National Geodetic Survey in July 1986. EZ5004 EZ5004.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5004 EZ5004.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5004 EZ5004.The geoid height was determined by GEOID03. EZ5004 EZ5004; North East Units Scale Factor Converg. EZ5004;SPC NC - 247,376.310 643,566.163 MT 0.99995311 +0 13 02.6 EZ5004;SPC NC - 811,600.44 2,111,433.32 sFT 0.99995311 +0 13 02.6 EZ5004;UTM 17 - 3,984,272.153 714,274.404 MT 1.00016578 +1 23 48.4 EZ5004 EZ5004! - Elev Factor x Scale Factor = Combined Factor EZ5004!SPC NC - 0.99998699 x 0.99995311 = 0.99994010 EZ5004!UTM 17 - 0.99998699 x 1.00016578 = 1.00015277 EZ5004 EZ5004: Primary Azimuth Mark Grid Az EZ5004:SPC NC - FAUST 061 15 50.6 EZ5004:UTM 17 - FAUST 060 05 04.8 EZ5004 EZ5004|---------------------------------------------------------------------| EZ5004| PID Reference Object Distance Geod. Az | EZ5004| dddmmss.s | EZ5004| EZ0866 FAUST 417.296 METERS 0612853.2 | EZ5004| EZ5207 MITCHELL 204.022 METERS 24706 | EZ5004|---------------------------------------------------------------------| EZ5004 EZ5004 SUPERSEDED SURVEY CONTROL EZ5004 EZ5004 NAD 27 - 35 58 45.20024(N) 078 37 25.14637(W) AD( ) 2 EZ5004 NGVD 29 (03/10/98) 115.6 (m) 379. (f) VERT ANG EZ5004 EZ5004.Superseded values are not recommended for survey control. EZ5004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5004.See file dsdata.txt to determine how the superseded data were derived. EZ5004 EZ5004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1427484272(NAD 83) EZ5004_MARKER: DE = TRAVERSE STATION DISK EZ5004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5004_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5004_STAMPING: PET 1970 EZ5004_MARK LOGO: NCGS EZ5004_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ5004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5004+STABILITY: SURFACE MOTION EZ5004 EZ5004 HISTORY - Date Condition Report By EZ5004 HISTORY - 1970 MONUMENTED NCGS EZ5004 HISTORY - 19850101 GOOD NCGS EZ5004 EZ5004 STATION DESCRIPTION EZ5004 EZ5004'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ5004'PET IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ5004'VICINITY OF NORTHWEST WAKE COUNTY. EZ5004' EZ5004'PET IS LOCATED APPROXIMATELY 3.7 MILES NORTHWEST OF FALLS AND EZ5004'2.5 MILES NNE OF BAYLEAF. TO REACH STATION PROCEED FROM EZ5004'INTERSECTION OF NC 98 AND SR 1917, GO WEST ON NC 98 FOR 0.45 MILE TO EZ5004'Y INTERSECTION OF NC 98 AND COUNTRY ROAD ON LEFT, TURN LEFT ON EZ5004'COUNTRY ROAD AND GO 0.2 MILE TO STATION ON LEFT, ON EAST SIDE OF EZ5004'LANE LEADING TO A TRAILER HOME. STATION IS 0.2 MILE EAST OF EZ5004'INTERSECTION OF COUNTRY ROAD AND SR 2003. EZ5004' EZ5004'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED PET EZ5004'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EZ5004'FLUSH WITH THE SURFACE OF THE GROUND. EZ5004' EZ5004'MARK IS-- EZ5004'27.3 FEET S OF CENTER OF DIRT COUNTRY ROAD. EZ5004'16.1 FEET E OF CENTER OF LANE TO TRAILER HOUSE. EZ5004'222.7 FEET ESE OF ALUMINUM REF. TAG ON PP. EZ5004'132.4 FEET WSW OF ALUMINUM REF. TAG ON 10 INCH PINE TREE. EZ5004'169.4 FEET SW OF ALUMINUM REF. TAG ON 10 INCH PINE TREE. EZ5004'43.7 FEET E OF TOP OF TELEPHONE CABLE BOX NO. 56-14-3. EZ5004'139.0 FEET W OF ALUMINUM REF. TAG ON 10 INCH PINE TREE. EZ5004 EZ5004 STATION RECOVERY (1985) EZ5004 EZ5004'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ5004'STATION IS LOCATED ABOUT 10.1 KM (6.25 MI) WEST OF WAKE FOREST. ALONG EZ5004'NC 98 FOR 0.7 KM (0.45 MI) EAST FROM THE NEUSE RIVER BRIDGE, THENCE EZ5004'SOUTH ALONG SR 2180 (OLD BAYLEAF ROAD) FOR 0.2 KM (0.10 MI) , THENCE EZ5004'NORTHEAST ALONG AN UNPAVED ROAD (OLD SR 2180) FOR ABOUT 0.3 KM (0.20 EZ5004'MI) TO END OF THE STATE MAINTENANCE, IN THE SOUTHEAST QUADRANT OF A EZ5004'CROSS INTERSECTION. MARK IS LEVEL WITH ROAD. LOCATED 7.9 M (25.9 FT) EZ5004'SOUTH OF THE CENTERLINE OF OLD SR 2180 (A GRAVEL ROAD), 3.4 M (11.2 EZ5004'FT) EAST OF THE CENTERLINE OF A GRAVEL DRIVE, 1.9 M (6.2 FT) EZ5004'SOUTH-SOUTHEAST OF A CORNER FENCE POST, 0.9 M (3.0 FT) EAST OF THE EZ5004'FENCE, 13.3 M (43.6 FT) EAST-NORTHEAST OF A TELEPHONE PEDESTAL, AND EZ5004'6.6 M (21.7 FT) SOUTHWEST OF A SMALL CEDAR IN THE EAST-WEST FENCE EZ5004'LINE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1065 *********************************************************************** EZ1065 DESIGNATION - PETE EZ1065 PID - EZ1065 EZ1065 STATE/COUNTY- NC/WAKE EZ1065 USGS QUAD - APEX (1993) EZ1065 EZ1065 *CURRENT SURVEY CONTROL EZ1065 ___________________________________________________________________ EZ1065* NAD 83(1986)- 35 43 24.35144(N) 078 49 21.36619(W) ADJUSTED EZ1065* NAVD 88 - 140.756 (meters) 461.80 (feet) ADJUSTED EZ1065 ___________________________________________________________________ EZ1065 LAPLACE CORR- -5.37 (seconds) DEFLEC99 EZ1065 GEOID HEIGHT- -32.32 (meters) GEOID03 EZ1065 DYNAMIC HT - 140.634 (meters) 461.40 (feet) COMP EZ1065 MODELED GRAV- 979,763.4 (mgal) NAVD 88 EZ1065 EZ1065 HORZ ORDER - SECOND EZ1065 VERT ORDER - SECOND CLASS 0 EZ1065 EZ1065.The North Carolina HARNS have been completed but, EZ1065.due to contractual restrictions, coordinates for these stations EZ1065.will NOT be published in the near future. In the interim, the EZ1065.published coordinates in North Carolina will not be EZ1065.consistent with the Continuously Operating Reference Stations EZ1065.(CORS). The HARN coordinates for these stations are available EZ1065.upon request. Contact Gary Thompson(919-733-3836). EZ1065. EZ1065.In addition, the published North Carolina positions EZ1065.(NAD 83 (1986)) are NOT consistent with those determined in EZ1065.adjacent state readjustments. The discontinuity between stations EZ1065.located in North Carolina and those in adjacent states EZ1065.which have been adjusted to the HARN may be as much as 5 EZ1065.decimeters. This will result in a significant loss of accuracy EZ1065.over lines crossing such state borders. EZ1065 EZ1065 EZ1065.The horizontal coordinates were established by classical geodetic methods EZ1065.and adjusted by the National Geodetic Survey in July 1986. EZ1065 EZ1065.The orthometric height was determined by differential leveling EZ1065.and adjusted by the National Geodetic Survey in June 1991. EZ1065 EZ1065.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1065 EZ1065.The geoid height was determined by GEOID03. EZ1065 EZ1065.The dynamic height is computed by dividing the NAVD 88 EZ1065.geopotential number by the normal gravity value computed on the EZ1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1065.degrees latitude (g = 980.6199 gals.). EZ1065 EZ1065.The modeled gravity was interpolated from observed gravity values. EZ1065 EZ1065; North East Units Scale Factor Converg. EZ1065;SPC NC - 218,930.081 625,650.254 MT 0.99990639 +0 06 08.6 EZ1065;SPC NC - 718,273.11 2,052,654.21 sFT 0.99990639 +0 06 08.6 EZ1065;UTM 17 - 3,955,459.179 696,941.864 MT 1.00007797 +1 16 18.2 EZ1065 EZ1065! - Elev Factor x Scale Factor = Combined Factor EZ1065!SPC NC - 0.99998298 x 0.99990639 = 0.99988937 EZ1065!UTM 17 - 0.99998298 x 1.00007797 = 1.00006095 EZ1065 EZ1065: Primary Azimuth Mark Grid Az EZ1065:SPC NC - LINE 069 18 53.7 EZ1065:UTM 17 - LINE 068 08 44.1 EZ1065 EZ1065|---------------------------------------------------------------------| EZ1065| PID Reference Object Distance Geod. Az | EZ1065| dddmmss.s | EZ1065| EZ1066 LINE APPROX. 0.9 KM 0692502.3 | EZ1065|---------------------------------------------------------------------| EZ1065 EZ1065 SUPERSEDED SURVEY CONTROL EZ1065 EZ1065 NAD 27 - 35 43 23.80622(N) 078 49 22.34083(W) AD( ) 2 EZ1065 NGVD 29 (??/??/92) 141.010 (m) 462.63 (f) ADJ UNCH 2 0 EZ1065 EZ1065.Superseded values are not recommended for survey control. EZ1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1065.See file dsdata.txt to determine how the superseded data were derived. EZ1065 EZ1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9694255459(NAD 83) EZ1065_MARKER: DE = TRAVERSE STATION DISK EZ1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1065_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1065_STAMPING: PETE 1967 EZ1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1065+STABILITY: SURFACE MOTION EZ1065 EZ1065 HISTORY - Date Condition Report By EZ1065 HISTORY - 1967 MONUMENTED NCGS EZ1065 HISTORY - 1973 GOOD NCGS EZ1065 EZ1065 STATION DESCRIPTION EZ1065 EZ1065'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1065'PETE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1065'IN THE VICINITY OF APEX, NORTH CAROLINA. EZ1065' EZ1065'PETE IS LOCATED APPROXIMATELY 1.6 MILES SOUTHEAST OF THE CENTER EZ1065'OF APEX. STATION IS AT THE INTERSECTION OF SR 1010 (OLD 42) EZ1065'WITH U.S. 1, IN THE SOUTHEAST QUADRANT OF INTERSECTION, ON EZ1065'SOUTH SHOULDER OF SR 1010 AND ON THE NORTH SIDE OF METAL GUARD EZ1065'RAIL. EZ1065' EZ1065'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1065'PETE 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1065'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EZ1065' EZ1065'MARK IS EZ1065' EZ1065'17.3 FT SSW OF C/L OF SR 1010 EZ1065' EZ1065'34.7 FT SW OF 4X4 POST WITH CAUTION REFLECTOR ON N SIDE OF EZ1065'SR 1010 AND WITH ALUMINUM REF. TAG EZ1065' EZ1065'14.4 FT SE OF 4X4 POST WITH CAUTION REFLECTOR ON S SIDE OF EZ1065'SR 1010 AND WITH ALUMINUM REF. TAG EZ1065' EZ1065'36.8 FT SE OF SW END OF CONCRETE BRIDGE GUARD RAIL EZ1065' EZ1065'29.3 FT SE OF SE END OF CONCRETE CURB EZ1065' EZ1065'3.7 FT NNE OF METAL GUARD RAIL EZ1065' EZ1065'33.2 FT SSW OF SE END OF CONCRETE BRIDGE GUARD RAIL EZ1065 EZ1065 STATION RECOVERY (1973) EZ1065 EZ1065'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1065'1.8 MI E FROM APEX. EZ1065'PETE IS LOCATED APPROXIMATELY 11.0 MILES WSW OF CAPITOL SQUARE EZ1065'IN RALEIGH. STATION IS AT THE SR 1010 (OLD NC 42) OVERPASS OF EZ1065'U.S. 1, IN THE EAST QUADRANT OF INTERSECTION, AND IN SOUTH EZ1065'SHOULDER OF SR 1010, 2.0 MILES SW OF JUNCTION WITH U.S. 64, 17.3 EZ1065'FT SSW OF C/L OF SR 1010, 33.2 FT SSW OF SE END OF CONCRETE EZ1065'BRIDGE GUARD RAIL, 36.8 FT SE OF SW END OF CONCRETE BRIDGE EZ1065'GUARD RAIL, 29.3 FT SE OF SE END OF CONCRETE CURB, 4.0 FT NNE EZ1065'OF 4TH GUARD RAIL POST FROM BRIDGE, AND 34.7 FT SW OF 4 X 4 EZ1065'REFLECTOR POST W/ALUMINUM REF. TAG. DISK IS SET IN CONCRETE EZ1065'CYLINDER 3 INCHES BELOW THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2430 *********************************************************************** EZ2430 DESIGNATION - PHONE EZ2430 PID - EZ2430 EZ2430 STATE/COUNTY- NC/WAKE EZ2430 USGS QUAD - KNIGHTDALE (1993) EZ2430 EZ2430 *CURRENT SURVEY CONTROL EZ2430 ___________________________________________________________________ EZ2430* NAD 83(1986)- 35 48 09.95793(N) 078 25 07.96183(W) ADJUSTED EZ2430* NAVD 88 - 96.974 (meters) 318.16 (feet) ADJUSTED EZ2430 ___________________________________________________________________ EZ2430 LAPLACE CORR- -5.53 (seconds) DEFLEC99 EZ2430 GEOID HEIGHT- -33.78 (meters) GEOID03 EZ2430 DYNAMIC HT - 96.888 (meters) 317.87 (feet) COMP EZ2430 MODELED GRAV- 979,746.6 (mgal) NAVD 88 EZ2430 EZ2430 HORZ ORDER - SECOND EZ2430 VERT ORDER - SECOND CLASS II EZ2430 EZ2430.The North Carolina HARNS have been completed but, EZ2430.due to contractual restrictions, coordinates for these stations EZ2430.will NOT be published in the near future. In the interim, the EZ2430.published coordinates in North Carolina will not be EZ2430.consistent with the Continuously Operating Reference Stations EZ2430.(CORS). The HARN coordinates for these stations are available EZ2430.upon request. Contact Gary Thompson(919-733-3836). EZ2430. EZ2430.In addition, the published North Carolina positions EZ2430.(NAD 83 (1986)) are NOT consistent with those determined in EZ2430.adjacent state readjustments. The discontinuity between stations EZ2430.located in North Carolina and those in adjacent states EZ2430.which have been adjusted to the HARN may be as much as 5 EZ2430.decimeters. This will result in a significant loss of accuracy EZ2430.over lines crossing such state borders. EZ2430 EZ2430 EZ2430.The horizontal coordinates were established by classical geodetic methods EZ2430.and adjusted by the National Geodetic Survey in July 1986. EZ2430 EZ2430.The orthometric height was determined by differential leveling EZ2430.and adjusted by the National Geodetic Survey in June 1991. EZ2430 EZ2430.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2430 EZ2430.The geoid height was determined by GEOID03. EZ2430 EZ2430.The dynamic height is computed by dividing the NAVD 88 EZ2430.geopotential number by the normal gravity value computed on the EZ2430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2430.degrees latitude (g = 980.6199 gals.). EZ2430 EZ2430.The modeled gravity was interpolated from observed gravity values. EZ2430 EZ2430; North East Units Scale Factor Converg. EZ2430;SPC NC - 227,871.300 662,122.886 MT 0.99991873 +0 20 07.5 EZ2430;SPC NC - 747,607.76 2,172,314.84 sFT 0.99991873 +0 20 07.5 EZ2430;UTM 17 - 3,965,147.170 733,233.349 MT 1.00027036 +1 30 38.3 EZ2430 EZ2430! - Elev Factor x Scale Factor = Combined Factor EZ2430!SPC NC - 0.99999008 x 0.99991873 = 0.99990881 EZ2430!UTM 17 - 0.99999008 x 1.00027036 = 1.00026044 EZ2430 EZ2430: Primary Azimuth Mark Grid Az EZ2430:SPC NC - STRICK 088 35 58.2 EZ2430:UTM 17 - STRICK 087 25 27.4 EZ2430 EZ2430|---------------------------------------------------------------------| EZ2430| PID Reference Object Distance Geod. Az | EZ2430| dddmmss.s | EZ2430| EZ2431 STRICK APPROX. 0.7 KM 0885605.7 | EZ2430|---------------------------------------------------------------------| EZ2430 EZ2430 SUPERSEDED SURVEY CONTROL EZ2430 EZ2430 NAD 27 - 35 48 09.39845(N) 078 25 08.95417(W) AD( ) 2 EZ2430 NGVD 29 (??/??/92) 97.257 (m) 319.08 (f) ADJ UNCH 2 2 EZ2430 EZ2430.Superseded values are not recommended for survey control. EZ2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2430.See file dsdata.txt to determine how the superseded data were derived. EZ2430 EZ2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3323365147(NAD 83) EZ2430_MARKER: DE = TRAVERSE STATION DISK EZ2430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2430_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2430_STAMPING: PHONE 1969 EZ2430_MARK LOGO: NCGS EZ2430_PROJECTION: FLUSH EZ2430_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ2430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2430+STABILITY: SURFACE MOTION EZ2430 EZ2430 HISTORY - Date Condition Report By EZ2430 HISTORY - 1969 MONUMENTED NCGS EZ2430 HISTORY - 1976 GOOD NCGS EZ2430 HISTORY - 1980 GOOD LOCSUR EZ2430 HISTORY - 1980 GOOD NCGS EZ2430 HISTORY - 19860101 GOOD NCGS EZ2430 EZ2430 STATION DESCRIPTION EZ2430 EZ2430'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ2430'PHONE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ2430'THE VICINITY OF WENDELL, NORTH CAROLINA. EZ2430' EZ2430'PHONE IS LOCATED APPROXIMATELY 3.0 MILES NORTHWEST OF WENDELL. TO EZ2430'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 64 BYPASS AND EZ2430'U.S. 64 BUSINESS APPROXIMATELY 6.0 MILES WEST OF ZEBULON AND EZ2430'3.0 MILES NORTHWEST OF WENDELL, GO WEST ON U.S. 64 FOR 1.0 MILE EZ2430'TO INTERSECTION OF U.S. 64 AND SR 1003. STATION IS IN THE EZ2430'CORNER OF THE SOUTH SIDE OF U.S. 64 AND THE WEST SIDE OF SR EZ2430'1003, IN THE CORNER OF A TEXACO GAS STATION AND NEAR A TELEPHONE EZ2430'BOOTH. EZ2430' EZ2430'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ2430'PHONE 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2430'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ2430' EZ2430'MARK IS EZ2430' EZ2430'16.7 FT NW OF TP WITH ALUMINUM REF. TAG EZ2430' EZ2430'61.0 FT ESE OF KEEP RIGHT SIGN AND WITH ALUMINUM REF. TAG EZ2430' EZ2430'13.7 FT NNW OF RIGHT OF WAY MARKER EZ2430' EZ2430'99.8 FT SE OF STOP SIGN WITH ALUMINUM REF. TAG EZ2430' EZ2430'12.1 FT SSW OF STOP SIGN WITH ALUMINUM REF. TAG EZ2430' EZ2430'41.5 FT NE OF C/L OF SR 1003 EZ2430' EZ2430'46.4 FT S OF C/L OF E BOUND LANE OF U.S. 64 EZ2430 EZ2430 STATION RECOVERY (1976) EZ2430 EZ2430'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2430'1.0 MI NW FROM EAGLE ROCK. EZ2430'TO REACH STATION FROM THE JUNCTION OF THE EAST BOUND LANES OF US 64 EZ2430'BUSINESS AND US 64 BYPASS ABOUT MIDWAY BETWEEN WENDELL AND KNIGHTDALE, EZ2430'PROCEED EAST ALONG US 64 BUSINESS FOR 0.6 MILE TO SR 1003 CROSSROADS EZ2430'AND STATION IN THE SOUTHEAST QUADRANT IN A GRASSY ISLAND AT THE WEST EZ2430'END OF A SELF SERVICE GAS STATION. 46.4 FT. OF CENTERLINE OF EAST EZ2430'BOUND LANE OF US 64, 41.5 FT. NE OF CENTERLINE OF SR 1003, 2.8 FT. E EZ2430'OF CURB, 18.7 FT. WNW OF METAL SIGN POST, 13.7 FT. NNW OF R/W MARKER, EZ2430'16.7 FT. NW OF TP WITH ALUMINUM REF. TAG, 12.1 FT. SSW OF STOP SIGN EZ2430'WITH ALUMINUM REF. TAG AND 61.2 FT. ESE OF KEEP RIGHT SIGN AT SOUTH EZ2430'END OF CONCRETE TRAFFIC ISLAND. DISK IS SET IN CONCRETE CYLINDER, 1 EZ2430'INCH BELOW THE SURFACE OF THE GROUND. EZ2430 EZ2430 STATION RECOVERY (1980) EZ2430 EZ2430'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (RWK) EZ2430'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ2430' EZ2430'THE ONLY REFERENCE TAG REMAINING IS ON THE TELEPHONE POLE. STATION EZ2430'IS LOCATED 2.6 FEET EAST OF BACK OF EXISTING CURB. TEXACO STATION HAS EZ2430'BEEN CONVERTED TO A CENTURY 21 REAL ESTATE OFFICE. TELEPHONE BOOTH NO EZ2430'LONGER EXISTS. EZ2430 EZ2430 STATION RECOVERY (1980) EZ2430 EZ2430'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EZ2430'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ2430 EZ2430 STATION RECOVERY (1986) EZ2430 EZ2430'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ2430'RECOVERED AS DESCRIBED. LOCATED 31.4 M (103.0 FT) WEST-NORTHWEST OF EZ2430'NORTHWEST CORNER OF FRAME HOUSE, AND 56.8 M (186.4 FT) EAST OF A FIRE EZ2430'HYDRANT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 DH6052 *********************************************************************** DH6052 DESIGNATION - PILOT DH6052 PID - DH6052 DH6052 STATE/COUNTY- NC/WAKE DH6052 USGS QUAD - SOUTHEAST DURHAM (1993) DH6052 DH6052 *CURRENT SURVEY CONTROL DH6052 ___________________________________________________________________ DH6052* NAD 83(1986)- 35 53 04.02754(N) 078 46 51.64584(W) ADJUSTED DH6052* NAVD 88 - 127.68 (meters) 418.9 (feet) LEVELING DH6052 ___________________________________________________________________ DH6052 LAPLACE CORR- -6.01 (seconds) DEFLEC99 DH6052 GEOID HEIGHT- -32.06 (meters) GEOID03 DH6052 DH6052 HORZ ORDER - FIRST DH6052 VERT ORDER - THIRD ? DH6052 DH6052.The North Carolina HARNS have been completed but, DH6052.due to contractual restrictions, coordinates for these stations DH6052.will NOT be published in the near future. In the interim, the DH6052.published coordinates in North Carolina will not be DH6052.consistent with the Continuously Operating Reference Stations DH6052.(CORS). The HARN coordinates for these stations are available DH6052.upon request. Contact Gary Thompson(919-733-3836). DH6052. DH6052.In addition, the published North Carolina positions DH6052.(NAD 83 (1986)) are NOT consistent with those determined in DH6052.adjacent state readjustments. The discontinuity between stations DH6052.located in North Carolina and those in adjacent states DH6052.which have been adjusted to the HARN may be as much as 5 DH6052.decimeters. This will result in a significant loss of accuracy DH6052.over lines crossing such state borders. DH6052 DH6052 DH6052.The horizontal coordinates were established by GPS observations DH6052.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in August 2005. DH6052 DH6052.The orthometric height was determined by differential leveling. DH6052.The vertical network tie was performed by a horz. field party for horz. DH6052.obs reductions. Reset procedures were used to establish the elevation. DH6052 DH6052.The Laplace correction was computed from DEFLEC99 derived deflections. DH6052 DH6052.The geoid height was determined by GEOID03. DH6052 DH6052; North East Units Scale Factor Converg. DH6052;SPC NC - 236,802.267 629,373.350 MT 0.99993345 +0 07 35.0 DH6052;SPC NC - 776,908.77 2,064,869.07 sFT 0.99993345 +0 07 35.0 DH6052;UTM 17 - 3,973,406.773 700,299.185 MT 1.00009439 +1 18 04.0 DH6052 DH6052! - Elev Factor x Scale Factor = Combined Factor DH6052!SPC NC - 0.99998499 x 0.99993345 = 0.99991844 DH6052!UTM 17 - 0.99998499 x 1.00009439 = 1.00007938 DH6052 DH6052: Primary Azimuth Mark Grid Az DH6052:SPC NC - PRIVATE 225 27 47.9 DH6052:UTM 17 - PRIVATE 224 17 18.9 DH6052 DH6052|---------------------------------------------------------------------| DH6052| PID Reference Object Distance Geod. Az | DH6052| dddmmss.s | DH6052| DH6051 PRIVATE APPROX. 0.5 KM 2253522.9 | DH6052|---------------------------------------------------------------------| DH6052 DH6052 SUPERSEDED SURVEY CONTROL DH6052 DH6052.No superseded survey control is available for this station. DH6052 DH6052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0029973407(NAD 83) DH6052_MARKER: DH = HORIZONTAL CONTROL DISK DH6052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH6052_STAMPING: PILOT 2004 DH6052_MARK LOGO: NCGS DH6052_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT DH6052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6052+STABILITY: SURFACE MOTION DH6052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6052+SATELLITE: SATELLITE OBSERVATIONS - 2004 DH6052 DH6052 HISTORY - Date Condition Report By DH6052 HISTORY - 2004 MONUMENTED NCGS DH6052 DH6052 STATION DESCRIPTION DH6052 DH6052'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL) DH6052'STATION IS LOCATED ABOUT 10.7 MI (17.2 KM) NORTHWEST OF RALEIGH, 4.9 DH6052'MI (7.9 KM) NORTH-NORTHEAST OF MORRISVILLE, AND AT THE RALEIGH-DURHAM DH6052'AIRPORT (RDU). IN THE SOUTHERN QUADRANT OF INTERNATIONAL DRIVE AND DH6052'EXECUTIVE DRIVE, NEAR THE TOP OF THE HILL, ABOUT 0.35 MI (0.56 KM) DH6052'NORTHEAST OF THE CONTROL TOWER. MARK IS ABOUT 30-FT HIGHER THAN DH6052'INTERNATIONAL DRIVE AND RECESSED 2-IN BELOW THE GROUND. LOCATED ABOUT DH6052'75-FEET SOUTHEAST OF THE CENTERLINE INTERNATIONAL DRIVE (NORTHEAST), DH6052'ABOUT 225-FEET SOUTHWEST OF THE CENTERLINE OF EXECUTIVE DRIVE, 6.8 FT DH6052'(2.1 M) WEST-SOUTHWEST OF THE WEST CORNER OF CONCRETE BASE FOR DH6052'ELECTRIC BOX (GA3), 13.1 FT (4.0 M) NORTHEAST OF CHAIN LINK FENCE DH6052'CORNER POST, 39.8 FT (12.1 M) NORTHWEST OF THE NORTH CORNER OF DH6052'CONCRETE PAD FOR A PORTABLE GENERAL AVIATION HANGERS, AND 30.0 FT (9.1 DH6052'M) (SLOPE) SOUTHEAST OF THE TOP CENTER OF A CONCRETE RETAINING WALL . 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5136 *********************************************************************** EZ5136 DESIGNATION - PINE EZ5136 PID - EZ5136 EZ5136 STATE/COUNTY- NC/WAKE EZ5136 USGS QUAD - RALEIGH WEST (1988) EZ5136 EZ5136 *CURRENT SURVEY CONTROL EZ5136 ___________________________________________________________________ EZ5136* NAD 83(1986)- 35 50 30.54477(N) 078 41 45.95602(W) ADJUSTED EZ5136* NAVD 88 - 99.8 (meters) 327. (feet) VERTCON EZ5136 ___________________________________________________________________ EZ5136 LAPLACE CORR- -6.99 (seconds) DEFLEC99 EZ5136 GEOID HEIGHT- -32.52 (meters) GEOID03 EZ5136 EZ5136 HORZ ORDER - SECOND EZ5136 EZ5136.The North Carolina HARNS have been completed but, EZ5136.due to contractual restrictions, coordinates for these stations EZ5136.will NOT be published in the near future. In the interim, the EZ5136.published coordinates in North Carolina will not be EZ5136.consistent with the Continuously Operating Reference Stations EZ5136.(CORS). The HARN coordinates for these stations are available EZ5136.upon request. Contact Gary Thompson(919-733-3836). EZ5136. EZ5136.In addition, the published North Carolina positions EZ5136.(NAD 83 (1986)) are NOT consistent with those determined in EZ5136.adjacent state readjustments. The discontinuity between stations EZ5136.located in North Carolina and those in adjacent states EZ5136.which have been adjusted to the HARN may be as much as 5 EZ5136.decimeters. This will result in a significant loss of accuracy EZ5136.over lines crossing such state borders. EZ5136 EZ5136 EZ5136.The horizontal coordinates were established by classical geodetic methods EZ5136.and adjusted by the National Geodetic Survey in July 1986. EZ5136 EZ5136.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5136.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5136 EZ5136.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5136 EZ5136.The geoid height was determined by GEOID03. EZ5136 EZ5136; North East Units Scale Factor Converg. EZ5136;SPC NC - 232,092.286 637,054.592 MT 0.99992551 +0 10 31.4 EZ5136;SPC NC - 761,456.11 2,090,069.94 sFT 0.99992551 +0 10 31.4 EZ5136;UTM 17 - 3,968,854.377 708,076.783 MT 1.00013353 +1 20 58.3 EZ5136 EZ5136! - Elev Factor x Scale Factor = Combined Factor EZ5136!SPC NC - 0.99998944 x 0.99992551 = 0.99991495 EZ5136!UTM 17 - 0.99998944 x 1.00013353 = 1.00012296 EZ5136 EZ5136: Primary Azimuth Mark Grid Az EZ5136:SPC NC - LAUREL HILLS 174 03 13.2 EZ5136:UTM 17 - LAUREL HILLS 172 52 46.3 EZ5136 EZ5136|---------------------------------------------------------------------| EZ5136| PID Reference Object Distance Geod. Az | EZ5136| dddmmss.s | EZ5136| EZ5129 LAUREL HILLS APPROX. 0.8 KM 1741344.6 | EZ5136|---------------------------------------------------------------------| EZ5136 EZ5136 SUPERSEDED SURVEY CONTROL EZ5136 EZ5136 NAD 27 - 35 50 30.00905(N) 078 41 46.94026(W) AD( ) 2 EZ5136 NGVD 29 (07/19/86) 100.1 (m) 328. (f) VERT ANG EZ5136 EZ5136.Superseded values are not recommended for survey control. EZ5136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5136.See file dsdata.txt to determine how the superseded data were derived. EZ5136 EZ5136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0807768854(NAD 83) EZ5136_STAMPING: PINE 1961 EZ5136_MARK LOGO: NCGS EZ5136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5136+STABILITY: SURFACE MOTION EZ5136 EZ5136 HISTORY - Date Condition Report By EZ5136 HISTORY - 1961 FIRST OBSERVED NCGS EZ5136 HISTORY - 19860101 SEE DESCRIPTION NCGS EZ5136 EZ5136 STATION DESCRIPTION EZ5136 EZ5136'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ5136'PINE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5136'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5136' EZ5136'PINE IS 5.7 MILES NW OF RALEIGH. PROCEED WEST ON HILLSBORO EZ5136'STREET 4.0 MILES, TURN RIGHT ON PRISON FARM RD. (SR 1664) EZ5136'AND GO 2.2 MILES PASSING THROUGH TYSONVILLE TO EDWARDS MILL EZ5136'RD. (SR 1669). TURN RIGHT ON EDWARDS MILL RD. AND GO 1.1 MILES EZ5136'TO CP AND L TRANSMISSION LINE, TURN LEFT ON PINE DRIVE AND GO EZ5136'0.8 MILES TO STATION IN THE SW PART OF INTERSECTION OF PINE EZ5136'DRIVE AND GALAX DR. EZ5136' EZ5136'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ5136'PINE 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ5136'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5136' EZ5136'MARK IS EZ5136' EZ5136'5.7 FT S OF CONCRETE STREET SIGN POST EZ5136' EZ5136'15.4 FT NE OF TRANSMISSION POLE 351 EZ5136' EZ5136'25.7 FT W OF C/L OF PINE DRIVE. EZ5136 EZ5136 STATION RECOVERY (1986) EZ5136 EZ5136'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ5136'MARK WAS SEARCHED FOR BUT NOT FOUND. REFERENCES PLACE THE MARK IN THE EZ5136'CENTER OF A CEDAR HEDGE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7339 *********************************************************************** AE7339 DESIGNATION - PINECREST AE7339 PID - AE7339 AE7339 STATE/COUNTY- NC/WAKE AE7339 USGS QUAD - BAYLEAF (1987) AE7339 AE7339 *CURRENT SURVEY CONTROL AE7339 ___________________________________________________________________ AE7339* NAD 83(1986)- 35 53 55.96148(N) 078 43 37.36787(W) ADJUSTED AE7339* NAVD 88 - 156.397 (meters) 513.11 (feet) ADJUSTED AE7339 ___________________________________________________________________ AE7339 LAPLACE CORR- -7.38 (seconds) DEFLEC99 AE7339 GEOID HEIGHT- -32.23 (meters) GEOID03 AE7339 DYNAMIC HT - 156.264 (meters) 512.68 (feet) COMP AE7339 MODELED GRAV- 979,783.7 (mgal) NAVD 88 AE7339 AE7339 HORZ ORDER - SECOND AE7339 VERT ORDER - SECOND CLASS II AE7339 AE7339.The North Carolina HARNS have been completed but, AE7339.due to contractual restrictions, coordinates for these stations AE7339.will NOT be published in the near future. In the interim, the AE7339.published coordinates in North Carolina will not be AE7339.consistent with the Continuously Operating Reference Stations AE7339.(CORS). The HARN coordinates for these stations are available AE7339.upon request. Contact Gary Thompson(919-733-3836). AE7339. AE7339.In addition, the published North Carolina positions AE7339.(NAD 83 (1986)) are NOT consistent with those determined in AE7339.adjacent state readjustments. The discontinuity between stations AE7339.located in North Carolina and those in adjacent states AE7339.which have been adjusted to the HARN may be as much as 5 AE7339.decimeters. This will result in a significant loss of accuracy AE7339.over lines crossing such state borders. AE7339 AE7339 AE7339.The horizontal coordinates were established by classical geodetic methods AE7339.and adjusted by the National Geodetic Survey in March 1998. AE7339 AE7339.The orthometric height was determined by differential leveling AE7339.and adjusted by the National Geodetic Survey in September 1998. AE7339 AE7339.The Laplace correction was computed from DEFLEC99 derived deflections. AE7339 AE7339.The geoid height was determined by GEOID03. AE7339 AE7339.The dynamic height is computed by dividing the NAVD 88 AE7339.geopotential number by the normal gravity value computed on the AE7339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7339.degrees latitude (g = 980.6199 gals.). AE7339 AE7339.The modeled gravity was interpolated from observed gravity values. AE7339 AE7339; North East Units Scale Factor Converg. AE7339;SPC NC - 238,414.906 634,241.481 MT 0.99993626 +0 09 27.1 AE7339;SPC NC - 782,199.57 2,080,840.59 sFT 0.99993626 +0 09 27.1 AE7339;UTM 17 - 3,975,119.210 705,134.046 MT 1.00011854 +1 19 59.6 AE7339 AE7339! - Elev Factor x Scale Factor = Combined Factor AE7339!SPC NC - 0.99998051 x 0.99993626 = 0.99991677 AE7339!UTM 17 - 0.99998051 x 1.00011854 = 1.00009905 AE7339 AE7339 SUPERSEDED SURVEY CONTROL AE7339 AE7339 NGVD 29 (03/10/98) 156.67 (m) 514.0 (f) LEVELING 3 AE7339 AE7339.Superseded values are not recommended for survey control. AE7339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7339.See file dsdata.txt to determine how the superseded data were derived. AE7339 AE7339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0513475119(NAD 83) AE7339_MARKER: DH = HORIZONTAL CONTROL DISK AE7339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7339_STAMPING: PINECREST 1986 AE7339_MARK LOGO: NCGS AE7339_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7339+STABILITY: SURFACE MOTION AE7339 AE7339 HISTORY - Date Condition Report By AE7339 HISTORY - 1986 MONUMENTED NCGS AE7339 HISTORY - 19870101 GOOD NCGS AE7339 HISTORY - 20050810 MARK NOT FOUND USPSQD AE7339 AE7339 STATION DESCRIPTION AE7339 AE7339'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7339'STATION IS LOCATED ABOUT 15.4 KM (9.55 MI) NORTH-NORTHWEST OF CAPITOL AE7339'SQUARE (IN RALEIGH), IN LEESVILLE COMMUNITY. AT THE INTERSECTION OF SR AE7339'1836 (FAIRBANKS DRIVE) AND SR 1835 (PINE CREST DRIVE), ON THE NORTH AE7339'SIDE OF THE T-INTERSECTION, NEAR THE SOUTHWEST CORNER OF THE AE7339'PROVIDENCE BAPTIST CHURCH PROPERTY. MARK IS RECESSED 2 INCHES BELOW AE7339'GROUND AND IS ABOUT 2 FEET (0.6 M) LOWER THAN THE ROAD. LOCATED 9.1 M AE7339'(29.9 FT) NORTHEAST OF THE CENTERLINE OF SR 1836, 5.9 M (19.4 FT) AE7339'SOUTHEAST OF A TELEPHONE PEDESTAL AT THE END OF A SPLIT RAIL FENCE, AE7339'13.9 M (45.6 FT) SOUTH OF A TELEPHONE PEDESTAL JUNCTION BOX (7000), AE7339'1.7 M (5.6 FT) WEST OF AN UNDERGROUND CABLE WARNING POST (10 1/2) WITH AE7339'A REFERENCE TAG, 26.0 M (85.3 FT) NORTHWEST OF A BELL SYSTEM MANHOLE AE7339'COVER, AND 38.0 M (124.7 FT) NORTH OF A FIRE HYDRANT. SPRINGDALE AE7339'ESTATES TANK IS VISIBLE AND THE GRID AZIMUTH IS--88-22-19.94. AE7339 AE7339 STATION RECOVERY (1987) AE7339 AE7339'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7339'RECOVERED AS DESCRIBED. AE7339 AE7339 STATION RECOVERY (2005) AE7339 AE7339'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) AE7339'MARK NOT FOUND 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4996 *********************************************************************** EZ4996 DESIGNATION - PLEASE EZ4996 PID - EZ4996 EZ4996 STATE/COUNTY- NC/WAKE EZ4996 USGS QUAD - WAKE FOREST (1987) EZ4996 EZ4996 *CURRENT SURVEY CONTROL EZ4996 ___________________________________________________________________ EZ4996* NAD 83(1986)- 35 59 48.15043(N) 078 31 28.78389(W) ADJUSTED EZ4996* NAVD 88 - 123.6 (meters) 406. (feet) VERTCON EZ4996 ___________________________________________________________________ EZ4996 LAPLACE CORR- -7.15 (seconds) DEFLEC99 EZ4996 GEOID HEIGHT- -32.80 (meters) GEOID03 EZ4996 EZ4996 HORZ ORDER - SECOND EZ4996 EZ4996.The North Carolina HARNS have been completed but, EZ4996.due to contractual restrictions, coordinates for these stations EZ4996.will NOT be published in the near future. In the interim, the EZ4996.published coordinates in North Carolina will not be EZ4996.consistent with the Continuously Operating Reference Stations EZ4996.(CORS). The HARN coordinates for these stations are available EZ4996.upon request. Contact Gary Thompson(919-733-3836). EZ4996. EZ4996.In addition, the published North Carolina positions EZ4996.(NAD 83 (1986)) are NOT consistent with those determined in EZ4996.adjacent state readjustments. The discontinuity between stations EZ4996.located in North Carolina and those in adjacent states EZ4996.which have been adjusted to the HARN may be as much as 5 EZ4996.decimeters. This will result in a significant loss of accuracy EZ4996.over lines crossing such state borders. EZ4996 EZ4996 EZ4996.The horizontal coordinates were established by classical geodetic methods EZ4996.and adjusted by the National Geodetic Survey in July 1986. EZ4996 EZ4996.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4996 EZ4996.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4996 EZ4996.The geoid height was determined by GEOID03. EZ4996 EZ4996; North East Units Scale Factor Converg. EZ4996;SPC NC - 249,338.112 652,459.204 MT 0.99995700 +0 16 27.7 EZ4996;SPC NC - 818,036.79 2,140,609.91 sFT 0.99995700 +0 16 27.7 EZ4996;UTM 17 - 3,986,417.218 723,127.225 MT 1.00021349 +1 27 19.6 EZ4996 EZ4996! - Elev Factor x Scale Factor = Combined Factor EZ4996!SPC NC - 0.99998574 x 0.99995700 = 0.99994275 EZ4996!UTM 17 - 0.99998574 x 1.00021349 = 1.00019923 EZ4996 EZ4996: Primary Azimuth Mark Grid Az EZ4996:SPC NC - FOREST 211 32 36.5 EZ4996:UTM 17 - FOREST 210 21 44.6 EZ4996 EZ4996|---------------------------------------------------------------------| EZ4996| PID Reference Object Distance Geod. Az | EZ4996| dddmmss.s | EZ4996| EZ5019 FOREST APPROX. 0.6 KM 2114904.2 | EZ4996|---------------------------------------------------------------------| EZ4996 EZ4996 SUPERSEDED SURVEY CONTROL EZ4996 EZ4996 NAD 27 - 35 59 47.60626(N) 078 31 29.78004(W) AD( ) 2 EZ4996 NGVD 29 (07/19/86) 123.9 (m) 406. (f) VERT ANG EZ4996 EZ4996.Superseded values are not recommended for survey control. EZ4996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4996.See file dsdata.txt to determine how the superseded data were derived. EZ4996 EZ4996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2312786417(NAD 83) EZ4996_MARKER: DE = TRAVERSE STATION DISK EZ4996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4996_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4996_STAMPING: PLEASE 1970 EZ4996_MARK LOGO: NCGS EZ4996_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ4996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4996+STABILITY: SURFACE MOTION EZ4996 EZ4996 HISTORY - Date Condition Report By EZ4996 HISTORY - 1969 MONUMENTED NCGS EZ4996 HISTORY - 19850101 GOOD NCGS EZ4996 EZ4996 STATION DESCRIPTION EZ4996 EZ4996'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ4996'PLEASE IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ4996'ESTABLISHED IN THE VICINITY OF WAKE FOREST, NORTH CAROLINA. EZ4996' EZ4996'PLEASE IS LOCATED APPROXIMATELY 1.8 MILES NNW OF EZ4996'WAKE FOREST. TO REACH STATION PROCEED FROM THE INTERSECTION EZ4996'OF U.S. 1 AND NC 98 WEST OF WAKE FOREST, PROCEED NORTH ON EZ4996'U.S. 1 FOR 1.2 MILES TO SR 1930, CONTINUE NORTH ON U.S. 1 EZ4996'FOR 0.4 MILE TO STATION ON RIGHT IN SOUTHWEST QUAD OF EZ4996'YARD, AND NEAR DRIVEWAY TO A ONE STORY BRICK HOUSE. EZ4996' EZ4996'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, EZ4996'STAMPED PLEASE 1969, SET IN THE TOP OF A CONCRETE EZ4996'CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ4996' EZ4996'MARK IS EZ4996' EZ4996'41.7 FT E OF C/L OF U.S. 1 EZ4996' EZ4996'11.7 FT N OF C/L OF S DRIVEWAY EZ4996' EZ4996'92.8 FT S OF C/L OF N DRIVEWAY EZ4996' EZ4996'7.8 FT NE OF N END OF CULVERT UNDER S DRIVEWAY EZ4996' EZ4996'20.3 FT W OF BUSHY CEDAR EZ4996' EZ4996'14.3 FT SE OF MAILBOX IN BUCKET OF CONCRETE EZ4996 EZ4996 STATION RECOVERY (1985) EZ4996 EZ4996'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ4996'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2442 *********************************************************************** EZ2442 DESIGNATION - PLOT EZ2442 PID - EZ2442 EZ2442 STATE/COUNTY- NC/WAKE EZ2442 USGS QUAD - ROLESVILLE (1993) EZ2442 EZ2442 *CURRENT SURVEY CONTROL EZ2442 ___________________________________________________________________ EZ2442* NAD 83(1986)- 35 56 16.80581(N) 078 27 23.33175(W) ADJUSTED EZ2442* NAVD 88 - 135.556 (meters) 444.74 (feet) ADJUSTED EZ2442 ___________________________________________________________________ EZ2442 LAPLACE CORR- -6.91 (seconds) DEFLEC99 EZ2442 GEOID HEIGHT- -33.27 (meters) GEOID03 EZ2442 DYNAMIC HT - 135.440 (meters) 444.36 (feet) COMP EZ2442 MODELED GRAV- 979,771.4 (mgal) NAVD 88 EZ2442 EZ2442 HORZ ORDER - SECOND EZ2442 VERT ORDER - SECOND CLASS II EZ2442 EZ2442.The North Carolina HARNS have been completed but, EZ2442.due to contractual restrictions, coordinates for these stations EZ2442.will NOT be published in the near future. In the interim, the EZ2442.published coordinates in North Carolina will not be EZ2442.consistent with the Continuously Operating Reference Stations EZ2442.(CORS). The HARN coordinates for these stations are available EZ2442.upon request. Contact Gary Thompson(919-733-3836). EZ2442. EZ2442.In addition, the published North Carolina positions EZ2442.(NAD 83 (1986)) are NOT consistent with those determined in EZ2442.adjacent state readjustments. The discontinuity between stations EZ2442.located in North Carolina and those in adjacent states EZ2442.which have been adjusted to the HARN may be as much as 5 EZ2442.decimeters. This will result in a significant loss of accuracy EZ2442.over lines crossing such state borders. EZ2442 EZ2442 EZ2442.The horizontal coordinates were established by classical geodetic methods EZ2442.and adjusted by the National Geodetic Survey in July 1986. EZ2442 EZ2442.The orthometric height was determined by differential leveling EZ2442.and adjusted by the National Geodetic Survey in June 1991. EZ2442 EZ2442.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2442 EZ2442.The geoid height was determined by GEOID03. EZ2442 EZ2442.The dynamic height is computed by dividing the NAVD 88 EZ2442.geopotential number by the normal gravity value computed on the EZ2442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2442.degrees latitude (g = 980.6199 gals.). EZ2442 EZ2442.The modeled gravity was interpolated from observed gravity values. EZ2442 EZ2442; North East Units Scale Factor Converg. EZ2442;SPC NC - 242,856.062 658,642.241 MT 0.99994420 +0 18 49.3 EZ2442;SPC NC - 796,770.26 2,160,895.42 sFT 0.99994420 +0 18 49.3 EZ2442;UTM 17 - 3,980,062.139 729,444.259 MT 1.00024874 +1 29 36.5 EZ2442 EZ2442! - Elev Factor x Scale Factor = Combined Factor EZ2442!SPC NC - 0.99998395 x 0.99994420 = 0.99992815 EZ2442!UTM 17 - 0.99998395 x 1.00024874 = 1.00023268 EZ2442 EZ2442: Primary Azimuth Mark Grid Az EZ2442:SPC NC - HINTON 2 186 52 05.1 EZ2442:UTM 17 - HINTON 2 185 41 17.9 EZ2442 EZ2442|---------------------------------------------------------------------| EZ2442| PID Reference Object Distance Geod. Az | EZ2442| dddmmss.s | EZ2442| EZ2443 TEE 338.146 METERS 00649 | EZ2442| EZ2441 HINTON 2 APPROX. 0.8 KM 1871054.4 | EZ2442|---------------------------------------------------------------------| EZ2442 EZ2442 SUPERSEDED SURVEY CONTROL EZ2442 EZ2442 NAD 27 - 35 56 16.25315(N) 078 27 24.33308(W) AD( ) 2 EZ2442 NGVD 29 (??/??/92) 135.831 (m) 445.64 (f) ADJ UNCH 2 2 EZ2442 EZ2442.Superseded values are not recommended for survey control. EZ2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2442.See file dsdata.txt to determine how the superseded data were derived. EZ2442 EZ2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2944480062(NAD 83) EZ2442_MARKER: DE = TRAVERSE STATION DISK EZ2442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2442_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2442_STAMPING: PLOT 1969 EZ2442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2442+STABILITY: SURFACE MOTION EZ2442 EZ2442 HISTORY - Date Condition Report By EZ2442 HISTORY - 1969 MONUMENTED NCGS EZ2442 HISTORY - 1976 GOOD NCGS EZ2442 HISTORY - 1978 GOOD NCGS EZ2442 EZ2442 STATION DESCRIPTION EZ2442 EZ2442'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ2442'PLOT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ2442'THE VICINITY OF ROLESVILLE, NORTH CAROLINA. EZ2442' EZ2442'PLOT IS LOCATED APPROXIMATELY 1.0 MILE NORTH OF ROLESVILLE. TO EZ2442'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 401 AND SR EZ2442'1003 GOING SOUTH AND SR 1945 GOING NORTH IN ROLESVILLE, GO EZ2442'NORTH ON SR 1945 FOR 1.0 MILE TO CEMETERY ON EAST SIDE. STATION EZ2442'IS ON THE EAST SIDE OF SR 1945 AND NORTH OF ENTRANCE ROAD TO EZ2442'CEMETERY. EZ2442' EZ2442'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2442'PLOT 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2442'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ2442' EZ2442'MARK IS EZ2442' EZ2442'22.5 FT E OF C/L OF ST 1945 EZ2442' EZ2442'3.0 FT SE OF S END OF CEMENT RETAINING WALL ON N SIDE OF EZ2442'CENTER DRIVEWAY EZ2442' EZ2442'17.2 FT NE OF N END OF CEMENT RETAINING WALL ON S SIDE OF EZ2442'CENTER DRIVEWAY EZ2442' EZ2442'8.4 FT NE OF C/L OF CENTER DRIVEWAY TO CEMETERY EZ2442' EZ2442'60.3 FT E OF TP WITH ALUMINUM REF. TAG EZ2442 EZ2442 STATION RECOVERY (1976) EZ2442 EZ2442'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2442'1.0 MI N FROM ROLESVILLE. EZ2442'TO REACH STATION FROM THE MAIN CROSSROADS IN CENTER OF ROLESVILLE, EZ2442'PROCEED NORTH ALONG SR 1945 FOR 1.0 MILE TO STATION ON RIGHT AT CENTER EZ2442'DRIVEWAY TO ROLESVILLE CEMETERY. 22.5 FT. E OF CENTERLINE OF SR 1945, EZ2442'8.4 FT. NE OF CENTERLINE OF CENTER DRIVEWAY, 3.0 FT. SE OF SOUTH END EZ2442'OF NORTH RETAINING WALL OF CENTER DRIVEWAY, 17.2 FT. NE OF NORTH END EZ2442'OF SOUTH RETAINING WALL OF CENTER DRIVEWAY AND 60.3 FT. E OF TP WITH EZ2442'ALUMINUM REF. TAG. DISK IS SET IN TOP OF CONCRETE CYLINDER, 1 INCH EZ2442'BELOW THE SURFACE OF THE GROUND. EZ2442 EZ2442 STATION RECOVERY (1978) EZ2442 EZ2442'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ2442'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0860 *********************************************************************** EZ0860 DESIGNATION - PLUM EZ0860 PID - EZ0860 EZ0860 STATE/COUNTY- NC/WAKE EZ0860 USGS QUAD - WAKE FOREST (1987) EZ0860 EZ0860 *CURRENT SURVEY CONTROL EZ0860 ___________________________________________________________________ EZ0860* NAD 83(1986)- 35 58 28.46634(N) 078 35 46.34123(W) ADJUSTED EZ0860* NAVD 88 - 100.332 (meters) 329.17 (feet) ADJUSTED EZ0860 ___________________________________________________________________ EZ0860 LAPLACE CORR- -6.70 (seconds) DEFLEC99 EZ0860 GEOID HEIGHT- -32.58 (meters) GEOID03 EZ0860 DYNAMIC HT - 100.247 (meters) 328.89 (feet) COMP EZ0860 MODELED GRAV- 979,788.2 (mgal) NAVD 88 EZ0860 EZ0860 HORZ ORDER - SECOND EZ0860 VERT ORDER - SECOND CLASS 0 EZ0860 EZ0860.The North Carolina HARNS have been completed but, EZ0860.due to contractual restrictions, coordinates for these stations EZ0860.will NOT be published in the near future. In the interim, the EZ0860.published coordinates in North Carolina will not be EZ0860.consistent with the Continuously Operating Reference Stations EZ0860.(CORS). The HARN coordinates for these stations are available EZ0860.upon request. Contact Gary Thompson(919-733-3836). EZ0860. EZ0860.In addition, the published North Carolina positions EZ0860.(NAD 83 (1986)) are NOT consistent with those determined in EZ0860.adjacent state readjustments. The discontinuity between stations EZ0860.located in North Carolina and those in adjacent states EZ0860.which have been adjusted to the HARN may be as much as 5 EZ0860.decimeters. This will result in a significant loss of accuracy EZ0860.over lines crossing such state borders. EZ0860 EZ0860 EZ0860.The horizontal coordinates were established by classical geodetic methods EZ0860.and adjusted by the National Geodetic Survey in July 1986. EZ0860 EZ0860.The orthometric height was determined by differential leveling EZ0860.and adjusted by the National Geodetic Survey in June 1991. EZ0860 EZ0860.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0860 EZ0860.The geoid height was determined by GEOID03. EZ0860 EZ0860.The dynamic height is computed by dividing the NAVD 88 EZ0860.geopotential number by the normal gravity value computed on the EZ0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0860.degrees latitude (g = 980.6199 gals.). EZ0860 EZ0860.The modeled gravity was interpolated from observed gravity values. EZ0860 EZ0860; North East Units Scale Factor Converg. EZ0860;SPC NC - 246,853.668 646,018.622 MT 0.99995205 +0 13 59.0 EZ0860;SPC NC - 809,885.74 2,119,479.43 sFT 0.99995205 +0 13 59.0 EZ0860;UTM 17 - 3,983,800.000 716,737.643 MT 1.00017886 +1 24 45.4 EZ0860 EZ0860! - Elev Factor x Scale Factor = Combined Factor EZ0860!SPC NC - 0.99998937 x 0.99995205 = 0.99994142 EZ0860!UTM 17 - 0.99998937 x 1.00017886 = 1.00016822 EZ0860 EZ0860|---------------------------------------------------------------------| EZ0860| PID Reference Object Distance Geod. Az | EZ0860| dddmmss.s | EZ0860| EZ0859 ALVIN 221.850 METERS 13543 | EZ0860| EZ5006 FN 95 336.315 METERS 29908 | EZ0860|---------------------------------------------------------------------| EZ0860 EZ0860 SUPERSEDED SURVEY CONTROL EZ0860 EZ0860 NAD 27 - 35 58 27.92691(N) 078 35 47.33531(W) AD( ) 2 EZ0860 NGVD 29 (??/??/92) 100.604 (m) 330.06 (f) ADJ UNCH 2 0 EZ0860 EZ0860.Superseded values are not recommended for survey control. EZ0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0860.See file dsdata.txt to determine how the superseded data were derived. EZ0860 EZ0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1673883800(NAD 83) EZ0860_MARKER: DE = TRAVERSE STATION DISK EZ0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0860_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EZ0860_STAMPING: PLUM 1970 EZ0860_MARK LOGO: NCGS EZ0860_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0860+STABILITY: SURFACE MOTION EZ0860 EZ0860 HISTORY - Date Condition Report By EZ0860 HISTORY - 1970 MONUMENTED NCGS EZ0860 HISTORY - 1972 GOOD NCGS EZ0860 HISTORY - 19850101 GOOD NCGS EZ0860 EZ0860 STATION DESCRIPTION EZ0860 EZ0860'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ0860'PLUM IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0860'VICINITY OF NORTHWEST WAKE COUNTY. EZ0860' EZ0860'PLUM IS LOCATED APPROXIMATELY 2.8 MILES NNW OF FALLS AND 3.2 MILES EZ0860'NORTHEAST OF BAYLEAF. TO REACH STATION PROCEED FROM THE EZ0860'INTERSECTION OF US 1 AND NC 98, GO WEST ON NC 98 FOR 2.85 MILES TO T EZ0860'INTERSECTION OF NC 98 AND SR 2004, CONTINUE WEST ON NC 98 FOR 0.75 EZ0860'MILE TO STATION ON RIGHT, AND 1.0 MILE EAST OF INTERSECTION OF NC 98 EZ0860'AND SR 1917. EZ0860' EZ0860'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ0860'PLUM 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ0860'IS 1 INCH ABOVE THE SURFACE OF THE GROUND. EZ0860' EZ0860'MARK IS-- EZ0860'38.3 FEET E OF C/L OF NC 98. EZ0860'20.0 FEET SSE OF ALUMINUM REF. TAG ON PP. EZ0860'67.6 FEET S OF ALUMINUM REF. TAG ON 6 INCH PINE TREE. EZ0860'88.6 FEET WSW OF ALUMINUM REF. TAG ON 8 INCH PINE TREE. EZ0860'1.5 FEET WSW OF EDGE OF CULTIVATED FIELD. EZ0860 EZ0860 STATION RECOVERY (1972) EZ0860 EZ0860'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0860'2.8 MI NNW FROM FALLS. EZ0860'STATION IS 2.8 MILES NNW OF FALLS AND 3.2 MILES NE OF BAYLEAF. EZ0860'FROM INTERSECTION OF U.S. 1 AND NC 98 GO W ON NC 98 FOR 2.85 EZ0860'MILES TO T INTERSECTION OF NC 98 AND SR 2004, CONTINUE W ON NC 98 EZ0860'FOR 0.75 MILE TO STATION ON RIGHT, AND 1.0 MILE E OF INTERSECTION EZ0860'OF NC 98 AND SR 1917, 38.3 FT E OF C/L OF NC 98, 20.0 FT SSE EZ0860'OF ALUM. REF. TAG ON PP, 67.6 FT S OF ALUM. REF. TAG ON 6 INCH EZ0860'PINE AND 88.6 FT WSW OF ALUM. REF. TAG ON 8 INCH PINE. STATION EZ0860'IS 1 INCH ABOVE THE GROUND. EZ0860 EZ0860 STATION RECOVERY (1985) EZ0860 EZ0860'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0860'DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED. A COMPLETE NEW EZ0860'DESCRIPTION FOLLOWS. STATION IS LOCATED ABOUT 4.5 KM (2.80 MI) EZ0860'NORTH-NORTHWEST OF FALLS, AND 5.1 KM (3.15 MI) NORTHEAST OF BAYLEAF. EZ0860'PROCEED ALONG NC 98 FOR 6.6 KM (4.10 MI) WEST-SOUTHWEST FROM THE US 1 EZ0860'OVERPASS TO THE INTERSECTION WITH SR 2004, THENCE SOUTH ALONG SR 2004 EZ0860'FOR 30.5 M (100.1 FT) TO SR 1966 (OLD KEITH ROAD). THENCE EZ0860'EAST-SOUTHEAST ALONG SR 1966 FOR 1.4 KM (0.85 MI) TO THE STATION ON EZ0860'THE LEFT DITCH BANK, AND ABOUT 1.1 KM (0.70 MI) NORTHWEST OF THE ROAD EZ0860'END. MARK IS FLUSH WITH GROUND AND ABOUT 2 FEET (0.6 M) HIGHER THAN EZ0860'ROAD. LOCATED 11.7 M (38.4 FT) NORTHEAST OF THE CENTERLINE OF THE EZ0860'ROAD, 0.2 M (0.7 FT) SOUTHWEST OF A WITNESS POST, 6.0 M (19.7 FT) EZ0860'SOUTH OF A GUY WIRE BASE--AND 5.8 M (19.0 FT) SOUTHEAST OF A POWER EZ0860'POLE, 41.5 M (136.2 FT) NORTH OF A 10-INCH PINE--BOTH WITH REFERENCE EZ0860'TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0973 *********************************************************************** EZ0973 DESIGNATION - POLE EZ0973 PID - EZ0973 EZ0973 STATE/COUNTY- NC/WAKE EZ0973 USGS QUAD - BAYLEAF (1987) EZ0973 EZ0973 *CURRENT SURVEY CONTROL EZ0973 ___________________________________________________________________ EZ0973* NAD 83(1986)- 35 53 54.10076(N) 078 38 44.15137(W) ADJUSTED EZ0973* NAVD 88 - 141.318 (meters) 463.64 (feet) ADJUSTED EZ0973 ___________________________________________________________________ EZ0973 LAPLACE CORR- -6.99 (seconds) DEFLEC99 EZ0973 GEOID HEIGHT- -32.58 (meters) GEOID03 EZ0973 DYNAMIC HT - 141.198 (meters) 463.25 (feet) COMP EZ0973 MODELED GRAV- 979,782.1 (mgal) NAVD 88 EZ0973 EZ0973 HORZ ORDER - SECOND EZ0973 VERT ORDER - SECOND CLASS 0 EZ0973 EZ0973.The North Carolina HARNS have been completed but, EZ0973.due to contractual restrictions, coordinates for these stations EZ0973.will NOT be published in the near future. In the interim, the EZ0973.published coordinates in North Carolina will not be EZ0973.consistent with the Continuously Operating Reference Stations EZ0973.(CORS). The HARN coordinates for these stations are available EZ0973.upon request. Contact Gary Thompson(919-733-3836). EZ0973. EZ0973.In addition, the published North Carolina positions EZ0973.(NAD 83 (1986)) are NOT consistent with those determined in EZ0973.adjacent state readjustments. The discontinuity between stations EZ0973.located in North Carolina and those in adjacent states EZ0973.which have been adjusted to the HARN may be as much as 5 EZ0973.decimeters. This will result in a significant loss of accuracy EZ0973.over lines crossing such state borders. EZ0973 EZ0973 EZ0973.The horizontal coordinates were established by classical geodetic methods EZ0973.and adjusted by the National Geodetic Survey in July 1986. EZ0973 EZ0973.The orthometric height was determined by differential leveling EZ0973.and adjusted by the National Geodetic Survey in June 1991. EZ0973 EZ0973.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0973 EZ0973.The geoid height was determined by GEOID03. EZ0973 EZ0973.The dynamic height is computed by dividing the NAVD 88 EZ0973.geopotential number by the normal gravity value computed on the EZ0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0973.degrees latitude (g = 980.6199 gals.). EZ0973 EZ0973.The modeled gravity was interpolated from observed gravity values. EZ0973 EZ0973; North East Units Scale Factor Converg. EZ0973;SPC NC - 238,380.793 641,594.289 MT 0.99993615 +0 12 16.4 EZ0973;SPC NC - 782,087.65 2,104,963.93 sFT 0.99993615 +0 12 16.4 EZ0973;UTM 17 - 3,975,236.044 712,487.484 MT 1.00015639 +1 22 51.7 EZ0973 EZ0973! - Elev Factor x Scale Factor = Combined Factor EZ0973!SPC NC - 0.99998293 x 0.99993615 = 0.99991908 EZ0973!UTM 17 - 0.99998293 x 1.00015639 = 1.00013932 EZ0973 EZ0973 SUPERSEDED SURVEY CONTROL EZ0973 EZ0973 NAD 27 - 35 53 53.57493(N) 078 38 45.13970(W) AD( ) 2 EZ0973 NGVD 29 (??/??/92) 141.60 (m) 464.6 (f) COMPUTED 2 0 EZ0973 EZ0973.Superseded values are not recommended for survey control. EZ0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0973.See file dsdata.txt to determine how the superseded data were derived. EZ0973 EZ0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1248775236(NAD 83) EZ0973_MARKER: DE = TRAVERSE STATION DISK EZ0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0973_SP_SET: CONCRETE POST EZ0973_STAMPING: POLE 1965 EZ0973_MARK LOGO: NCGS EZ0973_MAGNETIC: N = NO MAGNETIC MATERIAL EZ0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0973+STABILITY: SURFACE MOTION EZ0973 EZ0973 HISTORY - Date Condition Report By EZ0973 HISTORY - 1965 MONUMENTED NCGS EZ0973 HISTORY - 1971 MARK NOT FOUND LOCSUR EZ0973 HISTORY - 1973 GOOD NCGS EZ0973 HISTORY - 1985 GOOD NCGS EZ0973 HISTORY - 1985 GOOD NCGS EZ0973 HISTORY - 19870101 GOOD NCGS EZ0973 EZ0973 STATION DESCRIPTION EZ0973 EZ0973'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ0973'POLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ0973'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ0973' EZ0973'POLE IS 8.1 MILES N OF RALEIGH. LOCATED 0.5 MILES SE ALONG EZ0973'SR 1829 FROM SR 1005 AT SIX FORKS. 1.2 MILES WNW OF SR EZ0973'2000. APPROXIMATELY 300 FT N OF SR 1829. IN FIELD W OF DIRT EZ0973'FARM ROAD TO HOLLY ACRES FARM. EZ0973' EZ0973'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0973'POLE 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ0973'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0973' EZ0973'MARK IS EZ0973' EZ0973'112.5 FT W OF DIRT ROAD TO HOLLY ACRES FARM EZ0973' EZ0973'6.8 FT E OF TP ON W SIDE OF DIRT ROAD EZ0973' EZ0973'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ0973 EZ0973 STATION RECOVERY (1971) EZ0973 EZ0973'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1971 EZ0973'STATION REPORTED AS DESTROYED BY MR. ISAACSON, PIEDMONT AERIAL EZ0973'SURVEY. EZ0973 EZ0973 STATION RECOVERY (1973) EZ0973 EZ0973'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0973'4 MI NW FROM MILLBROOK. EZ0973'POLE IS LOCATED APPROXIMATELY 8.2 MILES NORTH OF CAPITOL SQUARE EZ0973'IN RALEIGH. TO REACH STATION FROM INTERSECTION OF SR 1829 WITH EZ0973'SR 1005 AT SIX FORKS, PROCEED EAST ALONG SR 1829 FOR 0.45 MILES EZ0973'TO A DIRT DRIVE FOR 0.05 MILES TO STATION ON LEFT NEAR A TP IN EZ0973'FIELD AND APPROXIMATELY 275 FT NORTH OF SR 1829, 1.2 MILES WEST EZ0973'OF INTERSECTION OF SR 1829 WITH SR 2000 FALLS OF NEUSE ROAD, EZ0973'112.5 FT WEST OF C/L OF DIRT DRIVE, AND 2.4 FT EAST OF TP EZ0973'W/ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER FLUSH EZ0973'WITH THE SURFACE OF THE GROUND. EZ0973 EZ0973 STATION RECOVERY (1985) EZ0973 EZ0973'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0973'THE STATION WAS RECOVERED AT THIS DATE. EZ0973'DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS. EZ0973' EZ0973'THE STATION IS LOCATED IN NORTH RALEIGH. EZ0973' EZ0973'PROCEED ALONG SR 1829 (STRICKLAND ROAD), 0.7 KM (0.45 MI) SOUTHEAST EZ0973'FROM THE CROSSROADS AT SIX FORKS, THENCE NORTH ALONG A DIRT ROAD FOR EZ0973'300 FT TO THE STATION ON THE LEFT IN A FIELD AT A POWER POLE (ABOUT EZ0973'300 FT NORTHEAST OF THE CENTERLINE OF STRICKLAND ROAD). EZ0973' EZ0973'LOCATED 36.0 METERS (118.0 FT) NORTHWEST OF THE CENTERLINE OF A EZ0973'DIRT ROAD, EZ0973'0.7 METERS (2.2 FT) SOUTHWEST OF A POWER POLE WITH A REFERENCE TAG, EZ0973'0.5 METERS (1.7 FT) SOUTHEAST OF A WITNESS POST WITH A SIGN, AND EZ0973'4.0 METERS (13.3 FT) NORTHEAST OF THE BASE OF A GUY WIRE. EZ0973' EZ0973'STATION IS NOT A BENCH MARK. EZ0973 EZ0973 STATION RECOVERY (1985) EZ0973 EZ0973'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 EZ0973'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS THE STATION IS EZ0973'LOCATED IN NORTH RALEIGH. PROCEED ALONG SR 1829 (STRICKLAND ROAD), EZ0973'0.7 KM (0.45 MI) SOUTHEAST FROM THE CROSSROADS AT SIX FORKS, THENCE EZ0973'NORTH ALONG A DIRT ROAD FOR 300 FT TO THE STATION ON THE LEFT IN A EZ0973'FIELD AT A POWER POLE (ABOUT 300 FT NORTHEAST OF THE CENTERLINE OF EZ0973'STRICKLAND ROAD). LOCATED 36.0 METERS (118.0 FT) NORTHWEST OF THE EZ0973'CENTERLINE OF A DIRT ROAD, 0.7 METERS (2.2 FT) SOUTHWEST OF A POWER EZ0973'POLE WITH A REFERENCE TAG, 0.5 METERS (1.7 FT) SOUTHEAST OF A WITNESS EZ0973'POST WITH A SIGN, AND 4.0 METERS (13.3 FT) NORTHEAST OF THE BASE OF A EZ0973'GUY WIRE. EZ0973 EZ0973 STATION RECOVERY (1987) EZ0973 EZ0973'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ0973'DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS. CHANGE EZ0973'REFERENCE REGARDING CENTER OF ROAD TO READ 126.0 FT (38.4 M) NORTHWEST EZ0973'OF CENTER OF DIRT ROAD. DELETE REFERENCES TO POWER POLE AND GUY WIRE. EZ0973'ADD 25.5 FT (7.8 M) EAST OF 12-INCH PINE, AND 30.5 FT (9.3 M) EZ0973'NORTH-NORTHEAST OF 6-INCH PINE--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7326 *********************************************************************** AE7326 DESIGNATION - POLK AE7326 PID - AE7326 AE7326 STATE/COUNTY- NC/WAKE AE7326 USGS QUAD - RALEIGH WEST (1988) AE7326 AE7326 *CURRENT SURVEY CONTROL AE7326 ___________________________________________________________________ AE7326* NAD 83(1986)- 35 48 26.66314(N) 078 42 21.55788(W) ADJUSTED AE7326* NAVD 88 - 147.4 (meters) 484. (feet) VERTCON AE7326 ___________________________________________________________________ AE7326 LAPLACE CORR- -6.93 (seconds) DEFLEC99 AE7326 GEOID HEIGHT- -32.56 (meters) GEOID03 AE7326 AE7326 HORZ ORDER - SECOND AE7326 AE7326.The North Carolina HARNS have been completed but, AE7326.due to contractual restrictions, coordinates for these stations AE7326.will NOT be published in the near future. In the interim, the AE7326.published coordinates in North Carolina will not be AE7326.consistent with the Continuously Operating Reference Stations AE7326.(CORS). The HARN coordinates for these stations are available AE7326.upon request. Contact Gary Thompson(919-733-3836). AE7326. AE7326.In addition, the published North Carolina positions AE7326.(NAD 83 (1986)) are NOT consistent with those determined in AE7326.adjacent state readjustments. The discontinuity between stations AE7326.located in North Carolina and those in adjacent states AE7326.which have been adjusted to the HARN may be as much as 5 AE7326.decimeters. This will result in a significant loss of accuracy AE7326.over lines crossing such state borders. AE7326 AE7326 AE7326.The horizontal coordinates were established by classical geodetic methods AE7326.and adjusted by the National Geodetic Survey in March 1998. AE7326 AE7326.The NAVD 88 height was computed by applying the VERTCON shift value to AE7326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7326 AE7326.The Laplace correction was computed from DEFLEC99 derived deflections. AE7326 AE7326.The geoid height was determined by GEOID03. AE7326 AE7326; North East Units Scale Factor Converg. AE7326;SPC NC - 228,271.747 636,172.527 MT 0.99991951 +0 10 10.9 AE7326;SPC NC - 748,921.56 2,087,176.03 sFT 0.99991951 +0 10 10.9 AE7326;UTM 17 - 3,965,015.773 707,272.982 MT 1.00012942 +1 20 33.4 AE7326 AE7326! - Elev Factor x Scale Factor = Combined Factor AE7326!SPC NC - 0.99998197 x 0.99991951 = 0.99990148 AE7326!UTM 17 - 0.99998197 x 1.00012942 = 1.00011139 AE7326 AE7326 SUPERSEDED SURVEY CONTROL AE7326 AE7326 NGVD 29 (03/10/98) 147.7 (m) 485. (f) VERT ANG AE7326 AE7326.Superseded values are not recommended for survey control. AE7326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7326.See file dsdata.txt to determine how the superseded data were derived. AE7326 AE7326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0727365016(NAD 83) AE7326_MARKER: DH = HORIZONTAL CONTROL DISK AE7326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7326_STAMPING: POLK 1986 AE7326_MARK LOGO: NCGS AE7326_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7326+STABILITY: SURFACE MOTION AE7326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE7326+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2005 AE7326 AE7326 HISTORY - Date Condition Report By AE7326 HISTORY - 1986 MONUMENTED NCGS AE7326 HISTORY - 20050101 GOOD GEOCAC AE7326 AE7326 STATION DESCRIPTION AE7326 AE7326'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7326'STATION IS LOCATED ABOUT 6.7 KM (4.15 MI) WEST-NORTHWEST OF CAPITOL AE7326'SQUARE (IN RALEIGH). ALONG SR 1664 (BLUE RIDGE ROAD) FOR 0.3 KM (0.20 AE7326'MI) NORTH FROM THE WADE AVENUE EXTENSION OVERPASS, OR 0.2 KM (0.10 MI) AE7326'SOUTH OF SR 1775 (REEDY CREEK ROAD), ON THE PROLONGATION OF THE SOUTH AE7326'END OF POLK YOUTH CENTER ADMINISTRATIVE OFFICE BUILDING. MARK IS AE7326'RECESSED 2 INCHES BELOW GROUND AND 1 FOOT (0.3 M) HIGHER THAN ROAD. AE7326'LOCATED 6.9 M (22.6 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE AE7326'NORTHBOUND LANES, 1.3 M (4.3 FT) WEST-NORTHWEST OF A CHAINLINK FENCE, AE7326'16.6 M (54.5 FT) NORTH-NORTHEAST OF THE NORTHWEST FENCE POST OF THE AE7326'GUARD HOUSE OFFSET, AND 20.7 M (67.9 FT) SOUTH-SOUTHEAST OF A STORM AE7326'DRAIN COVER. AE7326 AE7326 STATION RECOVERY (2005) AE7326 AE7326'RECOVERY NOTE BY GEOCACHING 2005 (PFF) AE7326'YOUTH PRISON HAS BEEN RELOCATED. ALL BUILDINGS AND FENCES REMOVED, AE7326'EXCEPT FOR 100-FOOT BRICK SMOKESTACK, WHICH IS BEARING 152 DEG MAG AE7326'FROM STATION. MARK IS 27 FEET NNE OF THE NORTHWEST CORNER OF A LARGE AE7326'CEMENT STORM DRAIN, AND 30 FEET WEST OF A NC-DOT WITNESS POST (WHICH AE7326'MARKS A TRAVERSE STATION AND IS NOT RELATED TO POLK ). 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1049 *********************************************************************** EZ1049 DESIGNATION - POND EZ1049 PID - EZ1049 EZ1049 STATE/COUNTY- NC/WAKE EZ1049 USGS QUAD - APEX (1993) EZ1049 EZ1049 *CURRENT SURVEY CONTROL EZ1049 ___________________________________________________________________ EZ1049* NAD 83(1986)- 35 38 17.21954(N) 078 49 52.86635(W) ADJUSTED EZ1049* NAVD 88 - 133.753 (meters) 438.82 (feet) ADJUSTED EZ1049 ___________________________________________________________________ EZ1049 LAPLACE CORR- -5.30 (seconds) DEFLEC99 EZ1049 GEOID HEIGHT- -32.49 (meters) GEOID03 EZ1049 DYNAMIC HT - 133.635 (meters) 438.43 (feet) COMP EZ1049 MODELED GRAV- 979,751.7 (mgal) NAVD 88 EZ1049 EZ1049 HORZ ORDER - SECOND EZ1049 VERT ORDER - SECOND CLASS 0 EZ1049 EZ1049.The North Carolina HARNS have been completed but, EZ1049.due to contractual restrictions, coordinates for these stations EZ1049.will NOT be published in the near future. In the interim, the EZ1049.published coordinates in North Carolina will not be EZ1049.consistent with the Continuously Operating Reference Stations EZ1049.(CORS). The HARN coordinates for these stations are available EZ1049.upon request. Contact Gary Thompson(919-733-3836). EZ1049. EZ1049.In addition, the published North Carolina positions EZ1049.(NAD 83 (1986)) are NOT consistent with those determined in EZ1049.adjacent state readjustments. The discontinuity between stations EZ1049.located in North Carolina and those in adjacent states EZ1049.which have been adjusted to the HARN may be as much as 5 EZ1049.decimeters. This will result in a significant loss of accuracy EZ1049.over lines crossing such state borders. EZ1049 EZ1049 EZ1049.The horizontal coordinates were established by classical geodetic methods EZ1049.and adjusted by the National Geodetic Survey in July 1986. EZ1049 EZ1049.The orthometric height was determined by differential leveling EZ1049.and adjusted by the National Geodetic Survey in June 1991. EZ1049 EZ1049.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1049 EZ1049.The geoid height was determined by GEOID03. EZ1049 EZ1049.The dynamic height is computed by dividing the NAVD 88 EZ1049.geopotential number by the normal gravity value computed on the EZ1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1049.degrees latitude (g = 980.6199 gals.). EZ1049 EZ1049.The modeled gravity was interpolated from observed gravity values. EZ1049 EZ1049; North East Units Scale Factor Converg. EZ1049;SPC NC - 209,463.757 624,874.727 MT 0.99989526 +0 05 50.4 EZ1049;SPC NC - 687,215.68 2,050,109.83 sFT 0.99989526 +0 05 50.4 EZ1049;UTM 17 - 3,945,977.345 696,359.358 MT 1.00007515 +1 15 50.4 EZ1049 EZ1049! - Elev Factor x Scale Factor = Combined Factor EZ1049!SPC NC - 0.99998411 x 0.99989526 = 0.99987937 EZ1049!UTM 17 - 0.99998411 x 1.00007515 = 1.00005926 EZ1049 EZ1049: Primary Azimuth Mark Grid Az EZ1049:SPC NC - GOLD 340 59 55.2 EZ1049:UTM 17 - GOLD 339 49 55.2 EZ1049 EZ1049|---------------------------------------------------------------------| EZ1049| PID Reference Object Distance Geod. Az | EZ1049| dddmmss.s | EZ1049| EZ1050 GOLD 461.276 METERS 3410545.6 | EZ1049|---------------------------------------------------------------------| EZ1049 EZ1049 SUPERSEDED SURVEY CONTROL EZ1049 EZ1049 NAD 27 - 35 38 16.66608(N) 078 49 53.82738(W) AD( ) 2 EZ1049 NGVD 29 (??/??/92) 134.013 (m) 439.67 (f) ADJ UNCH 2 0 EZ1049 EZ1049.Superseded values are not recommended for survey control. EZ1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1049.See file dsdata.txt to determine how the superseded data were derived. EZ1049 EZ1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9635945977(NAD 83) EZ1049_MARKER: DE = TRAVERSE STATION DISK EZ1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1049_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1049_STAMPING: POND 1967 EZ1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1049+STABILITY: SURFACE MOTION EZ1049 EZ1049 HISTORY - Date Condition Report By EZ1049 HISTORY - 1967 MONUMENTED NCGS EZ1049 HISTORY - 1973 GOOD NCGS EZ1049 HISTORY - 1979 GOOD LOCSUR EZ1049 HISTORY - 1985 GOOD USPSQD EZ1049 HISTORY - 20050424 MARK NOT FOUND GEOCAC EZ1049 EZ1049 STATION DESCRIPTION EZ1049 EZ1049'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1049'POND IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ1049'THE VICINITY OF APEX, NORTH CAROLINA. EZ1049' EZ1049'POND IS LOCATED APPROXIMATELY 0.9 MILES SSE OF HOLLY EZ1049'SPRINGS. TO REACH STATION PROCEED FROM THE INTERSECTION OF EZ1049'CENTER ST. WITH MAIN ST. (NC 55) IN HOLLY SPRINGS, GO SOUTH ON NC EZ1049'55 FOR 0.95 MILES TO INTERSECTION OF SR 1114, AND EZ1049'STATION. WHICH IS IN THE NORTHWEST QUADRANT OF INTERSECTION EZ1049'AT SOUTH SIDE OF POWER LINE THAT CROSSES NC 55. EZ1049' EZ1049'STATION MARK IS STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1049'POND 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1049'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ1049' EZ1049'MARK IS EZ1049' EZ1049'31.8 FT WSW OF C/L OF NC 55 EZ1049' EZ1049'70.3 FT N OF C/L OF SR 1114 EZ1049' EZ1049'106.8 FT NNW OF 4X4 POST WITH STOP SIGN ON S SIDE OF SR 1114, EZ1049'AND WITH ALUMINUM REF. TAG EZ1049' EZ1049'39.5 FT NNW OF N END OF CULVERT UNDER SR 1114 EZ1049' EZ1049'4.5 FT SE OF PP IN NW QUADRANT OF INTERSECTION, WITH ALUMINUM EZ1049'REF. TAG EZ1049 EZ1049 STATION RECOVERY (1973) EZ1049 EZ1049'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1049'1 MI S FROM HOLLY SPRINGS. EZ1049'POND IS LOCATED APPROXIMATELY 14.7 MILES SW OF CAPITOL SQUARE IN EZ1049'RALEIGH. TO REACH STATION FROM INTERSECTION OF NC 55 (MAIN EZ1049'STREET) AND CENTER STREET IN HOLLY SPRINGS, PROCEED SOUTH ALONG EZ1049'NC 55 FOR 0.95 MILES TO SR 1114 AND STATION IN NW QUADRANT OF EZ1049'INTERSECTION AT SOUTH SIDE OF A POWER LINE CROSSING, 31.8 FT WSW EZ1049'OF C/L OF NC 55, 70.3 FT N OF C/L OF SR 1114, 4.5 FT SE OF PP EZ1049'W/ALUMINUM REF. TAG, 39.5 FT NNW OF N END OF CULVERT UNDER SR 1114, EZ1049'AND 106.8 FT NNW OF STOP SIGN POST. DISK IS SET IN CONCRETE EZ1049'CYLINDER FLUSH WITH THE SURFACE OF THE GROUND. EZ1049 EZ1049 STATION RECOVERY (1979) EZ1049 EZ1049'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (ARB) EZ1049'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ1049 EZ1049 STATION RECOVERY (1985) EZ1049 EZ1049'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ1049'RECOVERED IN GOOD CONDITION. EZ1049 EZ1049 STATION RECOVERY (2005) EZ1049 EZ1049'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ1049'AREA DISTURBED BY CONSTRUCTION OF NC-55 BYPASS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2672 *********************************************************************** EZ2672 DESIGNATION - POOL EZ2672 PID - EZ2672 EZ2672 STATE/COUNTY- NC/WAKE EZ2672 USGS QUAD - GARNER (1993) EZ2672 EZ2672 *CURRENT SURVEY CONTROL EZ2672 ___________________________________________________________________ EZ2672* NAD 83(1986)- 35 41 10.75309(N) 078 37 02.51506(W) ADJUSTED EZ2672* NAVD 88 - 96.059 (meters) 315.15 (feet) ADJUSTED EZ2672 ___________________________________________________________________ EZ2672 LAPLACE CORR- -7.39 (seconds) DEFLEC99 EZ2672 GEOID HEIGHT- -33.20 (meters) GEOID03 EZ2672 DYNAMIC HT - 95.974 (meters) 314.87 (feet) COMP EZ2672 MODELED GRAV- 979,749.9 (mgal) NAVD 88 EZ2672 EZ2672 HORZ ORDER - SECOND EZ2672 VERT ORDER - SECOND CLASS I EZ2672 EZ2672.The North Carolina HARNS have been completed but, EZ2672.due to contractual restrictions, coordinates for these stations EZ2672.will NOT be published in the near future. In the interim, the EZ2672.published coordinates in North Carolina will not be EZ2672.consistent with the Continuously Operating Reference Stations EZ2672.(CORS). The HARN coordinates for these stations are available EZ2672.upon request. Contact Gary Thompson(919-733-3836). EZ2672. EZ2672.In addition, the published North Carolina positions EZ2672.(NAD 83 (1986)) are NOT consistent with those determined in EZ2672.adjacent state readjustments. The discontinuity between stations EZ2672.located in North Carolina and those in adjacent states EZ2672.which have been adjusted to the HARN may be as much as 5 EZ2672.decimeters. This will result in a significant loss of accuracy EZ2672.over lines crossing such state borders. EZ2672 EZ2672 EZ2672.The horizontal coordinates were established by classical geodetic methods EZ2672.and adjusted by the National Geodetic Survey in December 1990. EZ2672 EZ2672.The orthometric height was determined by differential leveling EZ2672.and adjusted by the National Geodetic Survey in June 1991. EZ2672 EZ2672.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2672 EZ2672.The geoid height was determined by GEOID03. EZ2672 EZ2672.The dynamic height is computed by dividing the NAVD 88 EZ2672.geopotential number by the normal gravity value computed on the EZ2672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2672.degrees latitude (g = 980.6199 gals.). EZ2672 EZ2672.The modeled gravity was interpolated from observed gravity values. EZ2672 EZ2672; North East Units Scale Factor Converg. EZ2672;SPC NC - 214,865.324 644,233.577 MT 0.99990128 +0 13 15.0 EZ2672;SPC NC - 704,937.32 2,113,622.99 sFT 0.99990128 +0 13 15.0 EZ2672;UTM 17 - 3,951,773.739 715,608.401 MT 1.00017288 +1 23 25.6 EZ2672 EZ2672! - Elev Factor x Scale Factor = Combined Factor EZ2672!SPC NC - 0.99999013 x 0.99990128 = 0.99989141 EZ2672!UTM 17 - 0.99999013 x 1.00017288 = 1.00016301 EZ2672 EZ2672 SUPERSEDED SURVEY CONTROL EZ2672 EZ2672 NGVD 29 (12/03/90) 96.30 (m) 315.9 (f) LEVELING 3 EZ2672 EZ2672.Superseded values are not recommended for survey control. EZ2672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2672.See file dsdata.txt to determine how the superseded data were derived. EZ2672 EZ2672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1560851774(NAD 83) EZ2672_MARKER: DE = TRAVERSE STATION DISK EZ2672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2672_SP_SET: CONCRETE POST EZ2672_STAMPING: POOL 1978 EZ2672_MARK LOGO: NCGS EZ2672_PROJECTION: RECESSED 8 CENTIMETERS EZ2672_MAGNETIC: N = NO MAGNETIC MATERIAL EZ2672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2672+STABILITY: SURFACE MOTION EZ2672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ2672+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2004 EZ2672 EZ2672 HISTORY - Date Condition Report By EZ2672 HISTORY - 1978 MONUMENTED NCGS EZ2672 HISTORY - 1978 GOOD NCGS EZ2672 HISTORY - 20021112 GOOD USPSQD EZ2672 HISTORY - 20040806 GOOD USPSQD EZ2672 HISTORY - 20050530 MARK NOT FOUND USPSQD EZ2672 EZ2672 STATION DESCRIPTION EZ2672 EZ2672'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ2672'THE STATION IS LOCATED IN GARNER AT THE INTERSECTION OF AVERSBORO EZ2672'ROAD (SR 2710) AND SR 2812 (TIMBER DRIVE), 1.25 MILES SOUTH OF THE EZ2672'HEATHER HILLS SWIMMING POOL. EZ2672' EZ2672'STATION MARK IS A STANDARD DISK STAMPED---POOL 1978---SET IN THE TOP EZ2672'OF A CONCRETE CYLINDER WHICH IS 3 INCHES BELOW THE GROUND SURFACE. EZ2672'THE MARK IS 26.9 FEET EAST OF CENTERLINE OF SR 2710, 55.6 FEET NORTH EZ2672'OF CENTERLINE OF SR 2812, 15.3 FEET NORTHWEST OF NORTH END OF CULVERT EZ2672'UNDER SR 2812, 12.3 FEET WEST-SOUTHWEST OF 8 INCH OAK WITH REFERENCE EZ2672'TAG AND 18.6 FEET SOUTHWEST OF 8 INCH POPLAR WITH REFERENCE TAG. EZ2672 EZ2672 STATION RECOVERY (1978) EZ2672 EZ2672'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EZ2672'IN GARNER. EZ2672'THE STATION IS LOCATED IN GARNER AT THE INTERSECTION OF SR 2710 EZ2672'(AVERSBORO ROAD) AND SR 2812 (TIMBER DRIVE), 1.25 MILES SOUTH OF THE EZ2672'GARNER TOWN HALL, AND APPROXIMATELY 300 FEET SOUTHEAST OF THE EZ2672'HEATHER HILLS SWIMMING POOL. MARK IS 26.9 FEET EAST OF CENTERLINE EZ2672'OF SR 2710, 55.6 FEET NORTH OF CENTERLINE OF SR 2812, 15.3 FEET EZ2672'NORTHWEST OF NORTH END OF CULVERT UNDER SR 2812, 12.3 FEET EZ2672'WEST-SOUTHWEST OF 8 INCH OAK WITH REFERENCE TAG, AND 18.6 FEET EZ2672'SOUTHWEST OF 8 INCH POPLAR WITH REFERENCE TAG. EZ2672'THE MARK IS ABOVE LEVEL WITH ROAD. EZ2672 EZ2672 STATION RECOVERY (2002) EZ2672 EZ2672'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM) EZ2672'TREES WITH REFERENCE MARKS GONE. EZ2672 EZ2672 STATION RECOVERY (2004) EZ2672 EZ2672'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM) EZ2672'RECOVERED IN GOOD CONDITION. EZ2672 EZ2672 STATION RECOVERY (2005) EZ2672 EZ2672'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ2672'MARK NOT FOUND 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5076 *********************************************************************** EZ5076 DESIGNATION - POOLE EZ5076 PID - EZ5076 EZ5076 STATE/COUNTY- NC/WAKE EZ5076 USGS QUAD - RALEIGH EAST (1993) EZ5076 EZ5076 *CURRENT SURVEY CONTROL EZ5076 ___________________________________________________________________ EZ5076* NAD 83(1986)- 35 47 26.06510(N) 078 31 19.63044(W) ADJUSTED EZ5076* NAVD 88 - 89. (meters) 292. (feet) VERTCON EZ5076 ___________________________________________________________________ EZ5076 LAPLACE CORR- -6.94 (seconds) DEFLEC99 EZ5076 GEOID HEIGHT- -33.42 (meters) GEOID03 EZ5076 EZ5076 HORZ ORDER - SECOND EZ5076 EZ5076.The North Carolina HARNS have been completed but, EZ5076.due to contractual restrictions, coordinates for these stations EZ5076.will NOT be published in the near future. In the interim, the EZ5076.published coordinates in North Carolina will not be EZ5076.consistent with the Continuously Operating Reference Stations EZ5076.(CORS). The HARN coordinates for these stations are available EZ5076.upon request. Contact Gary Thompson(919-733-3836). EZ5076. EZ5076.In addition, the published North Carolina positions EZ5076.(NAD 83 (1986)) are NOT consistent with those determined in EZ5076.adjacent state readjustments. The discontinuity between stations EZ5076.located in North Carolina and those in adjacent states EZ5076.which have been adjusted to the HARN may be as much as 5 EZ5076.decimeters. This will result in a significant loss of accuracy EZ5076.over lines crossing such state borders. EZ5076 EZ5076 EZ5076.The horizontal coordinates were established by classical geodetic methods EZ5076.and adjusted by the National Geodetic Survey in July 1986. EZ5076 EZ5076.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5076 EZ5076.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5076 EZ5076.The geoid height was determined by GEOID03. EZ5076 EZ5076; North East Units Scale Factor Converg. EZ5076;SPC NC - 226,468.840 652,798.551 MT 0.99991671 +0 16 32.9 EZ5076;SPC NC - 743,006.52 2,141,723.25 sFT 0.99991671 +0 16 32.9 EZ5076;UTM 17 - 3,963,553.349 723,936.689 MT 1.00021798 +1 26 59.0 EZ5076 EZ5076! - Elev Factor x Scale Factor = Combined Factor EZ5076!SPC NC - 0.99999132 x 0.99991671 = 0.99990803 EZ5076!UTM 17 - 0.99999132 x 1.00021798 = 1.00020930 EZ5076 EZ5076: Primary Azimuth Mark Grid Az EZ5076:SPC NC - POOLE AZ MK 208 25 09.5 EZ5076:UTM 17 - POOLE AZ MK 207 14 43.4 EZ5076 EZ5076|---------------------------------------------------------------------| EZ5076| PID Reference Object Distance Geod. Az | EZ5076| dddmmss.s | EZ5076| EZ5233 GARNER TV STATION WRAL TOWER APPROX.12.7 KM 1852554.5 | EZ5076| EZ6309 POOLE AZ MK 2084142.4 | EZ5076| EZ5066 FAN MARKER KNIGHTDALE 232.638 METERS 21820 | EZ5076| EZ6310 POOLE RM 1 11.848 METERS 21847 | EZ5076| EZ5143 RALEIGH INS BUILDING FLAGSTAFF APPROX.10.7 KM 2611728.6 | EZ5076| EZ6311 POOLE RM 2 13.273 METERS 28333 | EZ5076|---------------------------------------------------------------------| EZ5076 EZ5076 SUPERSEDED SURVEY CONTROL EZ5076 EZ5076 NAD 27 - 35 47 25.53177(N) 078 31 20.61705(W) AD( ) 2 EZ5076 NGVD 29 (07/19/86) 89. (m) 292. (f) VERT ANG EZ5076 EZ5076.Superseded values are not recommended for survey control. EZ5076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5076.See file dsdata.txt to determine how the superseded data were derived. EZ5076 EZ5076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2393763553(NAD 83) EZ5076_MARKER: DS = TRIANGULATION STATION DISK EZ5076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5076 EZ5076 HISTORY - Date Condition Report By EZ5076 HISTORY - 1957 MONUMENTED NCGS EZ5076 HISTORY - 1961 GOOD NCGS EZ5076 EZ5076 STATION DESCRIPTION EZ5076 EZ5076'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1957 (JCE) EZ5076'STATION IS LOCATED ABOUT 5 MILES EAST OF RALEIGH AND ABOUT 2 MILES EZ5076'WEST OF KNIGHTDALE IN THE FARMYARD OF MR. B. T. POOLE. STATION EZ5076'IS 23 FEET EAST NORTHEAST OF THE APPROXIMATE CENTER OF DRIVEWAY, EZ5076'21 FEET NORTHWEST OF THE SOUTHWEST CORNER OF PORCH AND 5.5 FEET EZ5076'WEST OF PORCH. THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS EZ5076'STAMPED POOLE 1957. EZ5076' EZ5076'REFERENCE MARK NO. 1 IS 33 FEET SOUTHWEST OF THE SOUTHWEST EZ5076'CORNER OF THE PORCH. THE MARK IS FLUSH WITH THE GROUND AND EZ5076'THE DISK IS STAMPED POOLE NO 1 1957. EZ5076' EZ5076'REFERENCE MARK NO. 2 IS 33 FEET SOUTHWEST OF THE NORTHWEST EZ5076'CORNER OF THE HOUSE, 27 FEET EAST SOUTHEAST OF THE APPROXIMATE EZ5076'CENTER OF BLACKTOP ROAD AND 4 FEET SOUTHEAST OF MAIL BOX. THE EZ5076'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED POOLE EZ5076'NO 2 1957. EZ5076' EZ5076'AZIMUTH MARK IS 37 FEET SOUTH SOUTHEAST OF THE APPROXIMATE EZ5076'CENTER OF BLACKTOP ROAD, 22 FEET NORTH OF THE APPROXIMATE EZ5076'CENTER OF TRACK ROAD, 9 FEET NORTH OF A PINE TREE AND 3.5 EZ5076'FEET NORTH OF WITNESS POST. THE MARK PROJECTS ABOUT 3 INCHES EZ5076'AND THE DISK IS STAMPED POOLE 1957. EZ5076' EZ5076'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 64, 70 AND EZ5076'401, AT THE INTERSECTION OF EAST SOUTH AND SOUTH WILMINGTON EZ5076'STREETS IN THE SOUTH PART OF RALEIGH, GO EAST ON U.S. HIGHWAY EZ5076'64 FOR 0.3 MILE TO A T INTERSECTION. TURN LEFT AND EZ5076'CONTINUE NORTH ON U.S. HIGHWAY 64 FOR 0.55 MILE TO CROSS EZ5076'STREET AND TRAFFIC LIGHT. TURN RIGHT AND GO EAST ON U.S. EZ5076'HIGHWAY 64 FOR 7.2 MILES TO SIDE ROAD RIGHT AND SERVICE STATION. EZ5076'TURN RIGHT AND GO SOUTHERLY ON BLACKTOP ROAD FOR 0.35 MILE TO EZ5076'HOUSE AND STATION ON THE LEFT AS DESCRIBED. CONTINUE ON BLACKTOP EZ5076'ROAD FOR 0.45 MILE TO THE AZIMUTH MARK ON THE LEFT AS EZ5076'DESCRIBED. EZ5076' EZ5076'A TRAVERSE CONNECTION WAS MADE TO KNIGHTDALE FAN MARKER EZ5076'WHICH IS LOCATED ALONG THE NORTHWEST SIDE OF BLACKTOP ROAD. THE EZ5076'FAN MARKER CONSISTS OF A SMALL BUILDING WITH FOUR SHORT EZ5076'ANTENNAS ENCLOSED IN A WIRE FENCE. THE POINT TRAVERSED TO EZ5076'WAS A SMALL ANGLE IRON SUPPORT IN THE APPROXIMATE CENTER OF THE EZ5076'FOUR ANTENNAS. EZ5076' EZ5076'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ5076 EZ5076 STATION RECOVERY (1961) EZ5076 EZ5076'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ5076'STATION, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK RECOVERED IN EZ5076'GOOD CONDITION. STATION IS 1 FOOT BELOW SURFACE OF GROUND, EZ5076'ORIGINAL RESIDENT BURNED OUT, BUT NEW RESIDENT IS BUILT ON EZ5076'SAME FOUNDATION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4446 *********************************************************************** EZ4446 DESIGNATION - POOLEX EZ4446 PID - EZ4446 EZ4446 STATE/COUNTY- NC/WAKE EZ4446 USGS QUAD - KNIGHTDALE (1993) EZ4446 EZ4446 *CURRENT SURVEY CONTROL EZ4446 ___________________________________________________________________ EZ4446* NAD 83(1986)- 35 46 40.11017(N) 078 29 30.24171(W) ADJUSTED EZ4446* NAVD 88 - 96.8 (meters) 318. (feet) VERTCON EZ4446 ___________________________________________________________________ EZ4446 LAPLACE CORR- -6.50 (seconds) DEFLEC99 EZ4446 GEOID HEIGHT- -33.57 (meters) GEOID03 EZ4446 EZ4446 HORZ ORDER - SECOND EZ4446 EZ4446.The North Carolina HARNS have been completed but, EZ4446.due to contractual restrictions, coordinates for these stations EZ4446.will NOT be published in the near future. In the interim, the EZ4446.published coordinates in North Carolina will not be EZ4446.consistent with the Continuously Operating Reference Stations EZ4446.(CORS). The HARN coordinates for these stations are available EZ4446.upon request. Contact Gary Thompson(919-733-3836). EZ4446. EZ4446.In addition, the published North Carolina positions EZ4446.(NAD 83 (1986)) are NOT consistent with those determined in EZ4446.adjacent state readjustments. The discontinuity between stations EZ4446.located in North Carolina and those in adjacent states EZ4446.which have been adjusted to the HARN may be as much as 5 EZ4446.decimeters. This will result in a significant loss of accuracy EZ4446.over lines crossing such state borders. EZ4446 EZ4446 EZ4446.The horizontal coordinates were established by classical geodetic methods EZ4446.and adjusted by the National Geodetic Survey in July 1986. EZ4446 EZ4446.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4446 EZ4446.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4446 EZ4446.The geoid height was determined by GEOID03. EZ4446 EZ4446; North East Units Scale Factor Converg. EZ4446;SPC NC - 225,066.251 655,552.457 MT 0.99991464 +0 17 36.1 EZ4446;SPC NC - 738,404.86 2,150,758.35 sFT 0.99991464 +0 17 36.1 EZ4446;UTM 17 - 3,962,207.052 726,719.612 MT 1.00023344 +1 28 01.4 EZ4446 EZ4446! - Elev Factor x Scale Factor = Combined Factor EZ4446!SPC NC - 0.99999007 x 0.99991464 = 0.99990471 EZ4446!UTM 17 - 0.99999007 x 1.00023344 = 1.00022351 EZ4446 EZ4446 SUPERSEDED SURVEY CONTROL EZ4446 EZ4446 NAD 27 - 35 46 39.57017(N) 078 29 31.23284(W) AD( ) 2 EZ4446 NGVD 29 (07/19/86) 97.1 (m) 319. (f) VERT ANG EZ4446 EZ4446.Superseded values are not recommended for survey control. EZ4446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4446.See file dsdata.txt to determine how the superseded data were derived. EZ4446 EZ4446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2672062207(NAD 83) EZ4446_MARKER: DE = TRAVERSE STATION DISK EZ4446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4446_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4446_STAMPING: POOLEX 1965 EZ4446_MARK LOGO: NCGS EZ4446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4446+STABILITY: SURFACE MOTION EZ4446 EZ4446 HISTORY - Date Condition Report By EZ4446 HISTORY - 1965 MONUMENTED NCGS EZ4446 EZ4446 STATION DESCRIPTION EZ4446 EZ4446'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ4446'POOLEX IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ4446'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ4446' EZ4446'POOLEX IS 8.2 MILES E OF RALEIGH AND 1.1 MILES SW OF EZ4446'KNIGHTDALE. LOCATED 0.05 MILES W ALONG SR 2515 FROM EZ4446'INTERSECTION OF SR 2049. 1.0 MILE SW OF INTERSECTION OF SR 2233 EZ4446'AND SR 2049 IN KNIGHTDALE. 1.2 MILES NE ALONG SR 2049 FROM EZ4446'SR 2511 AND ON N SHOULDER OF SR 2515. EZ4446' EZ4446'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ4446'POOLEX 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ4446'WHICH IS FLUSH WITH SURFACE OF THE GROUND. EZ4446' EZ4446'MARK IS EZ4446' EZ4446'12.8 FT N OF C/L OF SR 2515 EZ4446' EZ4446'3.5 FT N OF YELLOW ARROW ON SR 2515 EZ4446' EZ4446'128.0 FT NE OF PP WITH ALUMINUM REF. TAG EZ4446' EZ4446'84.8 FT E OF H. M. POOLES MAILBOX EZ4446' EZ4446'64.2 FT E OF 6 INCH PINE E OF DRIVE EZ4446' EZ4446'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4447 *********************************************************************** EZ4447 DESIGNATION - POPE EZ4447 PID - EZ4447 EZ4447 STATE/COUNTY- NC/WAKE EZ4447 USGS QUAD - KNIGHTDALE (1993) EZ4447 EZ4447 *CURRENT SURVEY CONTROL EZ4447 ___________________________________________________________________ EZ4447* NAD 83(1986)- 35 45 02.72577(N) 078 28 57.30354(W) ADJUSTED EZ4447* NAVD 88 - 88.3 (meters) 290. (feet) VERTCON EZ4447 ___________________________________________________________________ EZ4447 LAPLACE CORR- -6.27 (seconds) DEFLEC99 EZ4447 GEOID HEIGHT- -33.66 (meters) GEOID03 EZ4447 EZ4447 HORZ ORDER - SECOND EZ4447 EZ4447.The North Carolina HARNS have been completed but, EZ4447.due to contractual restrictions, coordinates for these stations EZ4447.will NOT be published in the near future. In the interim, the EZ4447.published coordinates in North Carolina will not be EZ4447.consistent with the Continuously Operating Reference Stations EZ4447.(CORS). The HARN coordinates for these stations are available EZ4447.upon request. Contact Gary Thompson(919-733-3836). EZ4447. EZ4447.In addition, the published North Carolina positions EZ4447.(NAD 83 (1986)) are NOT consistent with those determined in EZ4447.adjacent state readjustments. The discontinuity between stations EZ4447.located in North Carolina and those in adjacent states EZ4447.which have been adjusted to the HARN may be as much as 5 EZ4447.decimeters. This will result in a significant loss of accuracy EZ4447.over lines crossing such state borders. EZ4447 EZ4447 EZ4447.The horizontal coordinates were established by classical geodetic methods EZ4447.and adjusted by the National Geodetic Survey in July 1986. EZ4447 EZ4447.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4447 EZ4447.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4447 EZ4447.The geoid height was determined by GEOID03. EZ4447 EZ4447; North East Units Scale Factor Converg. EZ4447;SPC NC - 222,069.369 656,395.277 MT 0.99991042 +0 17 55.1 EZ4447;SPC NC - 728,572.59 2,153,523.50 sFT 0.99991042 +0 17 55.1 EZ4447;UTM 17 - 3,959,227.093 727,623.913 MT 1.00023851 +1 28 17.2 EZ4447 EZ4447! - Elev Factor x Scale Factor = Combined Factor EZ4447!SPC NC - 0.99999142 x 0.99991042 = 0.99990184 EZ4447!UTM 17 - 0.99999142 x 1.00023851 = 1.00022993 EZ4447 EZ4447 SUPERSEDED SURVEY CONTROL EZ4447 EZ4447 NAD 27 - 35 45 02.18227(N) 078 28 58.30061(W) AD( ) 2 EZ4447 NGVD 29 (07/19/86) 88.6 (m) 291. (f) VERT ANG EZ4447 EZ4447.Superseded values are not recommended for survey control. EZ4447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4447.See file dsdata.txt to determine how the superseded data were derived. EZ4447 EZ4447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2762459227(NAD 83) EZ4447_MARKER: DE = TRAVERSE STATION DISK EZ4447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4447_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4447_STAMPING: POPE 1965 EZ4447_MARK LOGO: NCGS EZ4447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4447+STABILITY: SURFACE MOTION EZ4447 EZ4447 HISTORY - Date Condition Report By EZ4447 HISTORY - 1965 MONUMENTED NCGS EZ4447 HISTORY - 1980 MARK NOT FOUND USGS EZ4447 HISTORY - 20040627 MARK NOT FOUND USPSQD EZ4447 EZ4447 STATION DESCRIPTION EZ4447 EZ4447'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ4447'POPE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ4447'THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ4447' EZ4447'POPE IS 9.15 MILES SE OF RALEIGH. LOCATED IN YARD OF EZ4447'BETHLEHEM BAPTIST CHURCH AT INTERSECTION OF SR 2049 AND EZ4447'SR 1007. AND ON W SIDE OF FRONT WALK TO CHURCH. EZ4447' EZ4447'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ4447'POPE 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ4447'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ4447' EZ4447'MARK IS EZ4447' EZ4447'9.0 FT W OF EDGE OF WALK EZ4447' EZ4447'2.3 FT S OF BRICK WALL EZ4447' EZ4447'8.9 FT S OF 14 INCH OAK WITH ALUMINUM REF. TAG EZ4447' EZ4447'36.7 FT NE OF 12 INCH OAK WITH ALUMINUM REF. TAG EZ4447' EZ4447'40.7 FT NW OF C/L OF CHURCH DOOR EZ4447' EZ4447'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ4447 EZ4447 STATION RECOVERY (1980) EZ4447 EZ4447'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980 (TMG) EZ4447'THE STATION MARK IS DESTROYED AND THE AREA IS A PAVED PARKING LOT. EZ4447 EZ4447 STATION RECOVERY (2004) EZ4447 EZ4447'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ4447'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4448 *********************************************************************** EZ4448 DESIGNATION - POPLAR EZ4448 PID - EZ4448 EZ4448 STATE/COUNTY- NC/WAKE EZ4448 USGS QUAD - KNIGHTDALE (1993) EZ4448 EZ4448 *CURRENT SURVEY CONTROL EZ4448 ___________________________________________________________________ EZ4448* NAD 83(1986)- 35 47 33.72101(N) 078 28 32.69742(W) ADJUSTED EZ4448* NAVD 88 - 104.0 (meters) 341. (feet) VERTCON EZ4448 ___________________________________________________________________ EZ4448 LAPLACE CORR- -6.36 (seconds) DEFLEC99 EZ4448 GEOID HEIGHT- -33.60 (meters) GEOID03 EZ4448 EZ4448 HORZ ORDER - SECOND EZ4448 EZ4448.The North Carolina HARNS have been completed but, EZ4448.due to contractual restrictions, coordinates for these stations EZ4448.will NOT be published in the near future. In the interim, the EZ4448.published coordinates in North Carolina will not be EZ4448.consistent with the Continuously Operating Reference Stations EZ4448.(CORS). The HARN coordinates for these stations are available EZ4448.upon request. Contact Gary Thompson(919-733-3836). EZ4448. EZ4448.In addition, the published North Carolina positions EZ4448.(NAD 83 (1986)) are NOT consistent with those determined in EZ4448.adjacent state readjustments. The discontinuity between stations EZ4448.located in North Carolina and those in adjacent states EZ4448.which have been adjusted to the HARN may be as much as 5 EZ4448.decimeters. This will result in a significant loss of accuracy EZ4448.over lines crossing such state borders. EZ4448 EZ4448 EZ4448.The horizontal coordinates were established by classical geodetic methods EZ4448.and adjusted by the National Geodetic Survey in July 1986. EZ4448 EZ4448.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4448 EZ4448.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4448 EZ4448.The geoid height was determined by GEOID03. EZ4448 EZ4448; North East Units Scale Factor Converg. EZ4448;SPC NC - 226,725.935 656,988.844 MT 0.99991706 +0 18 09.3 EZ4448;SPC NC - 743,850.01 2,155,470.90 sFT 0.99991706 +0 18 09.3 EZ4448;UTM 17 - 3,963,896.362 728,122.143 MT 1.00024130 +1 28 37.0 EZ4448 EZ4448! - Elev Factor x Scale Factor = Combined Factor EZ4448!SPC NC - 0.99998895 x 0.99991706 = 0.99990601 EZ4448!UTM 17 - 0.99998895 x 1.00024130 = 1.00023024 EZ4448 EZ4448 SUPERSEDED SURVEY CONTROL EZ4448 EZ4448 NAD 27 - 35 47 33.17998(N) 078 28 33.68796(W) AD( ) 2 EZ4448 NGVD 29 (07/19/86) 104.3 (m) 342. (f) VERT ANG EZ4448 EZ4448.Superseded values are not recommended for survey control. EZ4448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4448.See file dsdata.txt to determine how the superseded data were derived. EZ4448 EZ4448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2812263896(NAD 83) EZ4448_MARKER: DE = TRAVERSE STATION DISK EZ4448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4448_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4448_STAMPING: POPLAR 1965 EZ4448_MARK LOGO: NCGS EZ4448_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ4448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4448+STABILITY: SURFACE MOTION EZ4448 EZ4448 HISTORY - Date Condition Report By EZ4448 HISTORY - 1965 MONUMENTED NCGS EZ4448 HISTORY - 19931103 SEE DESCRIPTION NCGS EZ4448 HISTORY - 20040627 MARK NOT FOUND USPSQD EZ4448 EZ4448 STATION DESCRIPTION EZ4448 EZ4448'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ4448'POPLAR IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ4448'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ4448' EZ4448'POPLAR IS 0.35 MILES NE OF KNIGHTDALE AND 9.3 MILES E OF EZ4448'RALEIGH. TO REACH STATION FROM INTERSECTION OF U.S. 64 AND EZ4448'SR 2049, GO SOUTH 0.45 MILES ALONG SR 2049 TO POPLAR STREET, GO EZ4448'E 0.15 MILES ON POPLAR STREET, STATION IS APPROXIMATELY 50 FT EZ4448'W OF RR CROSSING ON N SIDE OF POPLAR STREET. EZ4448' EZ4448'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ4448'POPLAR 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ4448'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ4448' EZ4448'MARK IS EZ4448' EZ4448'19.2 FT N OF C/L OF POPLAR ST. EZ4448' EZ4448'25.9 FT W OF TP WITH ALUMINUM REF. TAG EZ4448' EZ4448'48.7 FT NW OF C/L OF POPLAR ST. AND RR EZ4448' EZ4448'2.0 FT N OF NE OF ROAD BANK EZ4448' EZ4448'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ4448 EZ4448 STATION RECOVERY (1993) EZ4448 EZ4448'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB) EZ4448'MARK WAS SEARCHED FOR BUT NOT FOUND--PROBABLY DESTROYED BY EZ4448'CONSTRUCTION. EZ4448 EZ4448 STATION RECOVERY (2004) EZ4448 EZ4448'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ4448'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5304 *********************************************************************** EZ5304 DESIGNATION - PORT EZ5304 PID - EZ5304 EZ5304 STATE/COUNTY- NC/WAKE EZ5304 USGS QUAD - LAKE WHEELER (1993) EZ5304 EZ5304 *CURRENT SURVEY CONTROL EZ5304 ___________________________________________________________________ EZ5304* NAD 83(1986)- 35 44 06.48679(N) 078 39 07.11466(W) ADJUSTED EZ5304* NAVD 88 - 108.51 (meters) 356.0 (feet) LEVELING EZ5304 ___________________________________________________________________ EZ5304 LAPLACE CORR- -7.18 (seconds) DEFLEC99 EZ5304 GEOID HEIGHT- -32.95 (meters) GEOID03 EZ5304 EZ5304 HORZ ORDER - THIRD EZ5304 VERT ORDER - THIRD ? EZ5304 EZ5304.The North Carolina HARNS have been completed but, EZ5304.due to contractual restrictions, coordinates for these stations EZ5304.will NOT be published in the near future. In the interim, the EZ5304.published coordinates in North Carolina will not be EZ5304.consistent with the Continuously Operating Reference Stations EZ5304.(CORS). The HARN coordinates for these stations are available EZ5304.upon request. Contact Gary Thompson(919-733-3836). EZ5304. EZ5304.In addition, the published North Carolina positions EZ5304.(NAD 83 (1986)) are NOT consistent with those determined in EZ5304.adjacent state readjustments. The discontinuity between stations EZ5304.located in North Carolina and those in adjacent states EZ5304.which have been adjusted to the HARN may be as much as 5 EZ5304.decimeters. This will result in a significant loss of accuracy EZ5304.over lines crossing such state borders. EZ5304 EZ5304 EZ5304.The horizontal coordinates were established by classical geodetic methods EZ5304.and adjusted by the National Geodetic Survey in March 1992. EZ5304 EZ5304.The orthometric height was determined by differential leveling. EZ5304.The vertical network tie was performed by a horz. field party for horz. EZ5304.obs reductions. Reset procedures were used to establish the elevation. EZ5304 EZ5304.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5304 EZ5304.The geoid height was determined by GEOID03. EZ5304 EZ5304; North East Units Scale Factor Converg. EZ5304;SPC NC - 220,269.439 641,081.954 MT 0.99990809 +0 12 03.1 EZ5304;SPC NC - 722,667.32 2,103,283.04 sFT 0.99990809 +0 12 03.1 EZ5304;UTM 17 - 3,957,113.744 712,346.215 MT 1.00015567 +1 22 18.7 EZ5304 EZ5304! - Elev Factor x Scale Factor = Combined Factor EZ5304!SPC NC - 0.99998814 x 0.99990809 = 0.99989623 EZ5304!UTM 17 - 0.99998814 x 1.00015567 = 1.00014381 EZ5304 EZ5304: Primary Azimuth Mark Grid Az EZ5304:SPC NC - PORT 2 AZ MK 175 09 05.1 EZ5304:UTM 17 - PORT 2 AZ MK 173 58 49.5 EZ5304 EZ5304|---------------------------------------------------------------------| EZ5304| PID Reference Object Distance Geod. Az | EZ5304| dddmmss.s | EZ5304| EZ5143 RALEIGH INS BUILDING FLAGSTAFF APPROX. 4.7 KM 0135514.1 | EZ5304| EZ1000 THORNTON APPROX. 0.8 KM 0225530.2 | EZ5304| EZ6312 PORT RM 1 25.990 METERS 02527 | EZ5304| EZ5077 RALEIGH RADIO STA WRAL MAST APPROX. 5.2 KM 0345351.3 | EZ5304| EZ1003 PORT RM 3 20.302 METERS 13722 | EZ5304| EZ5292 AIR 378.878 METERS 16430 | EZ5304| EZ5306 RALEIGH GREEN AND WHITE AWY BN 101.341 METERS 16653 | EZ5304| EZ5311 PORT 2 83.721 METERS 17349 | EZ5304| EZ5310 PORT 2 AZ MK 444.847 METERS 1752108.2 | EZ5304| EZ5305 PORT AZ MK 312.430 METERS 21031 | EZ5304| EZ1002 PORT RM 2 22.425 METERS 23950 | EZ5304|---------------------------------------------------------------------| EZ5304 EZ5304 SUPERSEDED SURVEY CONTROL EZ5304 EZ5304 NAD 83(1986)- 35 44 06.48681(N) 078 39 07.11397(W) AD( ) 3 EZ5304 NAD 27 - 35 44 05.93581(N) 078 39 08.09964(W) AD( ) 3 EZ5304 NGVD 29 (??/??/92) 108.779 (m) 356.89 (f) ADJ UNCH ? EZ5304 EZ5304.Superseded values are not recommended for survey control. EZ5304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5304.See file dsdata.txt to determine how the superseded data were derived. EZ5304 EZ5304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1234657114(NAD 83) EZ5304_MARKER: DS = TRIANGULATION STATION DISK EZ5304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5304_STAMPING: PORT 1957 EZ5304_MARK LOGO: CGS EZ5304 EZ5304 HISTORY - Date Condition Report By EZ5304 HISTORY - 1957 MONUMENTED CGS EZ5304 HISTORY - 1970 SEE DESCRIPTION NGS EZ5304 EZ5304 STATION DESCRIPTION EZ5304 EZ5304'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE) EZ5304'THE STATION IS LOCATED ON THE RALEIGH MUNICIPAL AIRPORT, ABOUT EZ5304'4 MILES SOUTH OF RALEIGH AND IS ON THE WEST SIDE OF U.S. HIGHWAY EZ5304'70. IT IS 50 FEET WEST OF FENCE LINE AND 44 FEET NORTH OF EZ5304'CONCRETE APRON. THE MARK IS SET FLUSH WITH THE SURFACE OF THE EZ5304'GROUND AND THE DISK IS STAMPED---PORT 1957---. EZ5304' EZ5304'REFERENCE MARK NO. 1 IS 80 FEET WEST OF APPROXIMATE CENTER LINE OF EZ5304'ROAD. THE MARK IS SET FLUSH WITH THE SURFACE OF THE GROUND AND EZ5304'THE DISK IS STAMPED---PORT NO 1 1957---. EZ5304' EZ5304'REFERENCE NO. 2 IS 2 FEET NORTH OF CONCRETE APRON. THE MARK IS EZ5304'SET FLUSH WITH THE SURFACE OF THE GROUND AND THE DISK IS EZ5304'STAMPED---PORT NO 2 1957---. EZ5304' EZ5304'AZIMUTH MARK IS 155 FEET WEST OF THE WEST EDGE OF RUNWAY AND 2 EZ5304'FEET NORTH-NORTHWEST OF WITNESS POST. THE MARK PROJECTS ABOUT EZ5304'4 INCHES AND THE DISK IS STAMPED---PORT 1957---. EZ5304' EZ5304'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 64 AND EZ5304'70 IN RALEIGH. GO SOUTH ON U.S. HIGHWAY 70 FOR 4.0 MILES TO EZ5304'THE RALEIGH MUNICIPAL AIRPORT AND THE STATION ON RIGHT AS EZ5304'DESCRIBED. TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST EZ5304'ACROSS RUNWAY FOR 0.2 MILE TO AZIMUTH MARK SET IN EDGE OF EZ5304'CLEARING. EZ5304' EZ5304'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS. EZ5304 EZ5304 STATION RECOVERY (1970) EZ5304 EZ5304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS) EZ5304'SURFACE STATION MARK AND RM 1 WERE DESTROYED BY GRADING. RM 2 EZ5304'WAS RECOVERED IN GOOD CONDITION. THE AZIMUTH MARK WAS NOT EZ5304'FOUND, AND IS BELIEVED DESTROYED BY BULLDOZING. THE EZ5304'UNDERGROUND MARK WAS RECOVERED, AND A NEW SURFACE MARK PLUMBED EZ5304'OVER IT. A NEW RM, NO. 3, WAS ESTABLISHED. STATION THORNTON EZ5304'(NCGS) WAS USED AS THE NEW AZIMUTH MARK. A COMPLETE EZ5304'DESCRIPTION FOLLOWS-- EZ5304' EZ5304'STATION IS LOCATED AT THE RALEIGH MUNICIPAL AIRPORT, IN EZ5304'GRASS AREA ABOUT 80 YARDS NORTH OF NORTH END OF THE HANGAR. EZ5304' EZ5304'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 1 AND 70 EZ5304'IN RALEIGH, GO SOUTH ON U.S. HIGHWAY 70 FOR 3 MILES TO JUNCTION EZ5304'WITH SAUNDERS ST. AND THORNTON (NCGS) ON RIGHT. CONTINUE AHEAD EZ5304'ON U.S. HIGHWAY 70 FOR 0.4 MILE. TURN RIGHT, ON MACADAM ROAD EZ5304'AT SOUTH EDGE OF KINGS SHOPPING CENTER, AND GO UPGRADE 0.1 MILE EZ5304'TO STATION. EZ5304' EZ5304'STATION MARK IS A STANDARD DISK EZ5304'STAMPED---PORT 1957 1970---, EZ5304'SET IN THE TOP OF A 10-INCH-SQUARE, EZ5304'CONCRETE MONUMENT 1 INCH BELOW GROUND. EZ5304'IT IS 43.5 FEET NORTH OF THE NORTH EDGE OF IRON EZ5304'GRATING THAT BORDERS NORTH EDGE OF MACADAM TIEDOWN AREA AND 50 EZ5304'FEET WEST OF A CONCRETE BULKHEAD AND DRAINAGE CHANNEL. EZ5304' EZ5304'REFERENCE MARK NUMBER TWO IS A STANDARD DISK EZ5304'STAMPED---PORT NO 2 1957---, EZ5304'SET IN A 12-INCH-SQUARE, CONCRETE MONUMENT FLUSH WITH GROUND. EZ5304'IT IS 2 FEET NORTH OF NORTH EDGE OF THE IRON GRATING AND 20 EZ5304'INCHES HIGHER THAN STATION MARK. EZ5304' EZ5304'REFERENCE MARK NUMBER THREE IS A STANDARD DISK EZ5304'STAMPED---PORT 1957 NO 3 1970---, EZ5304'CEMENTED IN A DRILL HOLE IN THE CONCRETE EZ5304'BULKHEAD, IN THE SOUTHWEST ANGLE OF T-JUNCTION OF CONCRETE, EZ5304'DRAINAGE CHANNELS, AT NORTHEAST CORNER OF THE MACADAM TIEDOWN EZ5304'AREA, 10 INCHES SOUTH OF IRON GRATING, AND ABOUT 1 FOOT LOWER EZ5304'THAN STATION MARK. EZ5304' EZ5304'THORNTON (NCGS) WILL SERVE AS THE AZIMUTH MARK. IT IS AN NCGS EZ5304'BRASS DISK, STAMPED---THORNTON 1957---, SET IN CONCRETE 2 INCHES EZ5304'BELOW GROUND LEVEL. IN THE NORTHEAST CORNER OF A LARGE, LAWN EZ5304'TRIANGLE AT THE INTERSECTION OF SAUNDERS ST. AND HIGHWAY 70, 4 EZ5304'FEET NORTHWEST OF EDGE OF SOUTHBOUND TRAFFIC LANE, 28 FEET EZ5304'SOUTH OF A POWER POLE WITH AN ALUMINUM, NCGS TRIANGLE ON IT EZ5304'(POLE NO. 30), AND 58 FEET SOUTHWEST OF THE EXTREME NORTHEAST EZ5304'TIP OF THE GRASS TRIANGLE. EZ5304' EZ5304'DISTANCE BETWEEN REFERENCE MARKS IS 109.40 FT. EZ5304' EZ5304'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EZ5304'4 MILES SOUTH OF RALEIGH. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5310 *********************************************************************** EZ5310 DESIGNATION - PORT 2 AZ MK EZ5310 PID - EZ5310 EZ5310 STATE/COUNTY- NC/WAKE EZ5310 USGS QUAD - LAKE WHEELER (1993) EZ5310 EZ5310 *CURRENT SURVEY CONTROL EZ5310 ___________________________________________________________________ EZ5310* NAD 83(1986)- 35 43 52.10081(N) 078 39 05.68031(W) ADJUSTED EZ5310* NAVD 88 - 111.0 (meters) 364. (feet) VERT ANG EZ5310 ___________________________________________________________________ EZ5310 LAPLACE CORR- -7.17 (seconds) DEFLEC99 EZ5310 GEOID HEIGHT- -32.97 (meters) GEOID03 EZ5310 EZ5310 HORZ ORDER - THIRD EZ5310 EZ5310.The North Carolina HARNS have been completed but, EZ5310.due to contractual restrictions, coordinates for these stations EZ5310.will NOT be published in the near future. In the interim, the EZ5310.published coordinates in North Carolina will not be EZ5310.consistent with the Continuously Operating Reference Stations EZ5310.(CORS). The HARN coordinates for these stations are available EZ5310.upon request. Contact Gary Thompson(919-733-3836). EZ5310. EZ5310.In addition, the published North Carolina positions EZ5310.(NAD 83 (1986)) are NOT consistent with those determined in EZ5310.adjacent state readjustments. The discontinuity between stations EZ5310.located in North Carolina and those in adjacent states EZ5310.which have been adjusted to the HARN may be as much as 5 EZ5310.decimeters. This will result in a significant loss of accuracy EZ5310.over lines crossing such state borders. EZ5310 EZ5310 EZ5310.The horizontal coordinates were established by classical geodetic methods EZ5310.and adjusted by the National Geodetic Survey in March 1992. EZ5310 EZ5310.The orthometric height was determined by vertical angle observations. EZ5310 EZ5310.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5310 EZ5310.The geoid height was determined by GEOID03. EZ5310 EZ5310; North East Units Scale Factor Converg. EZ5310;SPC NC - 219,826.225 641,119.550 MT 0.99990750 +0 12 04.0 EZ5310;SPC NC - 721,213.21 2,103,406.39 sFT 0.99990750 +0 12 04.0 EZ5310;UTM 17 - 3,956,671.281 712,392.872 MT 1.00015591 +1 22 19.0 EZ5310 EZ5310! - Elev Factor x Scale Factor = Combined Factor EZ5310!SPC NC - 0.99998775 x 0.99990750 = 0.99989525 EZ5310!UTM 17 - 0.99998775 x 1.00015591 = 1.00014366 EZ5310 EZ5310: Primary Azimuth Mark Grid Az EZ5310:SPC NC - PORT 355 09 05.1 EZ5310:UTM 17 - PORT 353 58 50.1 EZ5310 EZ5310|---------------------------------------------------------------------| EZ5310| PID Reference Object Distance Geod. Az | EZ5310| dddmmss.s | EZ5310| EZ5304 PORT 444.847 METERS 3552109.1 | EZ5310| EZ5311 PORT 2 361.163 METERS 35543 | EZ5310|---------------------------------------------------------------------| EZ5310 EZ5310 SUPERSEDED SURVEY CONTROL EZ5310 EZ5310 NAD 83(1986)- 35 43 52.10108(N) 078 39 05.67905(W) AD( ) 3 EZ5310 NAD 27 - 35 43 51.54980(N) 078 39 06.66399(W) AD( ) 3 EZ5310 NGVD 29 (07/19/86) 111.3 (m) 365. (f) VERT ANG EZ5310 EZ5310.Superseded values are not recommended for survey control. EZ5310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5310.See file dsdata.txt to determine how the superseded data were derived. EZ5310 EZ5310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1239356671(NAD 83) EZ5310_MARKER: DZ = AZIMUTH MARK DISK EZ5310_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND EZ5310_STAMPING: PORT 2 1979 EZ5310_MARK LOGO: NGS EZ5310_MAGNETIC: N = NO MAGNETIC MATERIAL EZ5310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ5310 EZ5310 HISTORY - Date Condition Report By EZ5310 HISTORY - 1979 MONUMENTED NGS EZ5310 HISTORY - 1987 GOOD USPSQD EZ5310 HISTORY - 19940928 GOOD NCGS EZ5310 EZ5310 STATION DESCRIPTION EZ5310 EZ5310'DESCRIBED BY US POWER SQUADRON 1987 (WCB) EZ5310'RECOVERED IN GOOD CONDITION. EZ5310 EZ5310 STATION RECOVERY (1994) EZ5310 EZ5310'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1994 (JGG) EZ5310'RECOVERED AS DESCRIBED. ALONG US 70/US 401/US 50 (SOUTH SAUNDERS EZ5310'STREET) FOR 1.55 MI (2.49 KM) SOUTH FROM I-440 (RALEIGH BELTLINE), AT EZ5310'SR 1370 (TRYON ROAD), IN THE SOUTHWEST QUADRANT OF THE INTERSECTION. EZ5310'MARK IS LOCATED 2.5 FT (0.8 M) WEST OF A RALEIGH CITY LIMITS SIGN, AND EZ5310'49 FT (14.9 M) SOUTH OF THE CENTERLINE OF SR 1370. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6313 *********************************************************************** EZ6313 DESIGNATION - PORT 2 RM 4 EZ6313 PID - EZ6313 EZ6313 STATE/COUNTY- NC/WAKE EZ6313 USGS QUAD - LAKE WHEELER (1993) EZ6313 EZ6313 *CURRENT SURVEY CONTROL EZ6313 ___________________________________________________________________ EZ6313* NAD 83(1986)- 35 44 03.61655(N) 078 39 06.06769(W) ADJUSTED EZ6313* NAVD 88 - 108. (meters) 354. (feet) SCALED EZ6313 ___________________________________________________________________ EZ6313 LAPLACE CORR- -7.18 (seconds) DEFLEC99 EZ6313 GEOID HEIGHT- -32.96 (meters) GEOID03 EZ6313 EZ6313 HORZ ORDER - SECOND EZ6313 EZ6313.The North Carolina HARNS have been completed but, EZ6313.due to contractual restrictions, coordinates for these stations EZ6313.will NOT be published in the near future. In the interim, the EZ6313.published coordinates in North Carolina will not be EZ6313.consistent with the Continuously Operating Reference Stations EZ6313.(CORS). The HARN coordinates for these stations are available EZ6313.upon request. Contact Gary Thompson(919-733-3836). EZ6313. EZ6313.In addition, the published North Carolina positions EZ6313.(NAD 83 (1986)) are NOT consistent with those determined in EZ6313.adjacent state readjustments. The discontinuity between stations EZ6313.located in North Carolina and those in adjacent states EZ6313.which have been adjusted to the HARN may be as much as 5 EZ6313.decimeters. This will result in a significant loss of accuracy EZ6313.over lines crossing such state borders. EZ6313 EZ6313 EZ6313.The horizontal coordinates were established by classical geodetic methods EZ6313.and adjusted by the National Geodetic Survey in March 1992. EZ6313 EZ6313.The orthometric height was scaled from a topographic map. EZ6313 EZ6313.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6313 EZ6313.The geoid height was determined by GEOID03. EZ6313 EZ6313; North East Units Scale Factor Converg. EZ6313;SPC NC - 220,181.077 641,108.571 MT 0.99990797 +0 12 03.7 EZ6313;SPC NC - 722,377.42 2,103,370.37 sFT 0.99990797 +0 12 03.7 EZ6313;UTM 17 - 3,957,025.923 712,374.639 MT 1.00015582 +1 22 19.2 EZ6313 EZ6313! - Elev Factor x Scale Factor = Combined Factor EZ6313!SPC NC - 0.99998822 x 0.99990797 = 0.99989619 EZ6313!UTM 17 - 0.99998822 x 1.00015582 = 1.00014404 EZ6313 EZ6313 SUPERSEDED SURVEY CONTROL EZ6313 EZ6313 NGVD 29 (03/10/98) 108.07 (m) 354.6 (f) LEVELING 3 EZ6313 EZ6313.Superseded values are not recommended for survey control. EZ6313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6313.See file dsdata.txt to determine how the superseded data were derived. EZ6313 EZ6313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1237557026(NAD 83) EZ6313_MARKER: DR = REFERENCE MARK DISK EZ6313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6313_SP_SET: SQUARE CONCRETE MONUMENT EZ6313_STAMPING: PORT 2 NO 4 1979 EZ6313_MARK LOGO: NGS EZ6313_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ6313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6313+STABILITY: SURFACE MOTION EZ6313 EZ6313 HISTORY - Date Condition Report By EZ6313 HISTORY - 1979 MONUMENTED NGS EZ6313 HISTORY - 19881101 GOOD NCGS EZ6313 HISTORY - 19960305 GOOD NCGS EZ6313 EZ6313 STATION DESCRIPTION EZ6313 EZ6313'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ6313'RM 4 FOUND IN GOOD CONDITION. HORIZONTAL DISTANCE FROM UNDERGROUND EZ6313'MARK TO RM 4 DIFFERS BY 0.007 METERS. EZ6313 EZ6313 STATION RECOVERY (1996) EZ6313 EZ6313'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG) EZ6313'RECOVERED AS DESCRIBED. PROCEED ALONG US 70/US 401/US 50 (SOUTH EZ6313'SAUNDERS STREET) FOR 1.3 MI (2.1 KM) SOUTH FROM I-440 (RALEIGH EZ6313'BELTLINE), THENCE WEST, THENCE IMMEDIATELY NORTH ALONG OLYMPIA DRIVE EZ6313'FOR ABOUT 100-FEET TO THE ENTRANCE TO FIRST UNION BANK AND THE EZ6313'STATION, IN THE GRASSY AREA ON THE WEST SIDE OF THE BANK, BETWEEN 2 EZ6313'PARKING LOTS. MARK IS FLUSH WITH GROUND. LOCATED 33.9 FT (10.3 M) WEST EZ6313'OF A METAL LIGHT POLE, 56.5 FT (17.2 M) SOUTHWEST OF THE SOUTHWEST EZ6313'CORNER OF THE BANK, 7.5 FT (2.3 M) NORTH-NORTHEAST OF THE CURB AT THE EZ6313'BANK PARKING LOT, 11.0 FT (3.4 M) SOUTH-SOUTHWEST OF THE CURB OF EZ6313'WENDYS RESTAURANT PARKING LOT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5305 *********************************************************************** EZ5305 DESIGNATION - PORT AZ MK EZ5305 PID - EZ5305 EZ5305 STATE/COUNTY- NC/WAKE EZ5305 USGS QUAD - LAKE WHEELER (1993) EZ5305 EZ5305 *CURRENT SURVEY CONTROL EZ5305 ___________________________________________________________________ EZ5305* NAD 83(1986)- 35 43 57.75446(N) 078 39 13.42909(W) ADJUSTED EZ5305* NAVD 88 - 110. (meters) 361. (feet) SCALED EZ5305 ___________________________________________________________________ EZ5305 LAPLACE CORR- -7.15 (seconds) DEFLEC99 EZ5305 GEOID HEIGHT- -32.95 (meters) GEOID03 EZ5305 EZ5305 HORZ ORDER - SECOND EZ5305 EZ5305.The North Carolina HARNS have been completed but, EZ5305.due to contractual restrictions, coordinates for these stations EZ5305.will NOT be published in the near future. In the interim, the EZ5305.published coordinates in North Carolina will not be EZ5305.consistent with the Continuously Operating Reference Stations EZ5305.(CORS). The HARN coordinates for these stations are available EZ5305.upon request. Contact Gary Thompson(919-733-3836). EZ5305. EZ5305.In addition, the published North Carolina positions EZ5305.(NAD 83 (1986)) are NOT consistent with those determined in EZ5305.adjacent state readjustments. The discontinuity between stations EZ5305.located in North Carolina and those in adjacent states EZ5305.which have been adjusted to the HARN may be as much as 5 EZ5305.decimeters. This will result in a significant loss of accuracy EZ5305.over lines crossing such state borders. EZ5305 EZ5305 EZ5305.The horizontal coordinates were established by classical geodetic methods EZ5305.and adjusted by the National Geodetic Survey in March 1992. EZ5305 EZ5305.The orthometric height was scaled from a topographic map. EZ5305 EZ5305.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5305 EZ5305.The geoid height was determined by GEOID03. EZ5305 EZ5305; North East Units Scale Factor Converg. EZ5305;SPC NC - 219,999.775 640,924.233 MT 0.99990773 +0 11 59.5 EZ5305;SPC NC - 721,782.60 2,102,765.59 sFT 0.99990773 +0 11 59.5 EZ5305;UTM 17 - 3,956,840.846 712,194.000 MT 1.00015487 +1 22 14.7 EZ5305 EZ5305! - Elev Factor x Scale Factor = Combined Factor EZ5305!SPC NC - 0.99998795 x 0.99990773 = 0.99989568 EZ5305!UTM 17 - 0.99998795 x 1.00015487 = 1.00014282 EZ5305 EZ5305 SUPERSEDED SURVEY CONTROL EZ5305 EZ5305 NAD 83(1986)- 35 43 57.75452(N) 078 39 13.42832(W) AD( ) 2 EZ5305 NAD 27 - 35 43 57.20310(N) 078 39 14.41390(W) AD( ) 2 EZ5305 EZ5305.Superseded values are not recommended for survey control. EZ5305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5305.See file dsdata.txt to determine how the superseded data were derived. EZ5305 EZ5305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1219456841(NAD 83) EZ5305_MARKER: DZ = AZIMUTH MARK DISK EZ5305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5305_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EZ5305_STAMPING: PORT 1957 EZ5305_MARK LOGO: CGS EZ5305_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ5305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5305+STABILITY: SURFACE MOTION EZ5305 EZ5305 HISTORY - Date Condition Report By EZ5305 HISTORY - 1957 MONUMENTED CGS EZ5305 HISTORY - 1970 MARK NOT FOUND NGS EZ5305 HISTORY - 19960305 SEE DESCRIPTION NCGS EZ5305 HISTORY - 20040627 MARK NOT FOUND USPSQD EZ5305 EZ5305 STATION DESCRIPTION EZ5305 EZ5305'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE) EZ5305'STATION IS LOCATED ABOUT 4 MILES SOUTH OF RALEIGH ON THE WEST EZ5305'EDGE OF THE RALEIGH MUNICIPAL AIRPORT. STATION IS 155 FEET EZ5305'WEST OF THE WEST EDGE OF RUNWAY AND 2 FEET NORTH NORTHWEST OF EZ5305'WITNESS POST. THE MARK IS A STANDARD AZIMUTH MARK DISK WHICH EZ5305'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED---PORT 1957---. EZ5305' EZ5305'A TRAVERSE CONNECTION WAS MADE TO STATION FROM TRIANGULATION EZ5305'STATION PORT AND THE DISTANCE IS 312.433 METERS OR 1,025.04 EZ5305'FEET SOUTH SOUTHWEST. EZ5305' EZ5305'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAYS 64 AND 70 EZ5305'IN RALEIGH GO SOUTH ON U.S. HIGHWAY 70 FOR 4.0 MILES TO THE EZ5305'RALEIGH MUNICIPAL AIRPORT ON RIGHT. TURN RIGHT AND GO WEST EZ5305'ACROSS AIRPORT FOR 0.2 MILE TO WEST EDGE OF FIELD AND STATION EZ5305'AS DESCRIBED. EZ5305' EZ5305'OBSERVATIONS TAKEN FROM A TRIPOD. EZ5305 EZ5305 STATION RECOVERY (1970) EZ5305 EZ5305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS) EZ5305'SEARCHED FOR BY TRAVERSE FROM PORT 1957, BUT NOT FOUND. THE EZ5305'AREA ALONG THE WEST EDGE OF THE RUNWAY WAS BULLDOZED TO CLEAR EZ5305'OFF TREES AND IT IS BELIEVED THE MARK WAS DESTROYED, AS THE EZ5305'CLEARING NOW EXTENDS ABOUT 30 FEET WEST FROM WHERE THE MARK EZ5305'SHOULD BE. IT WAS FORMERLY IN THE EDGE OF THE TIMBER. EZ5305' EZ5305'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EZ5305'4 MILES SOUTH OF RALEIGH. EZ5305 EZ5305 STATION RECOVERY (1996) EZ5305 EZ5305'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG) EZ5305'AIRPORT AND RUNWAY HAVE BEEN ABANDONED AND REDEVELOPED INTO A SHOPPING EZ5305'CENTER--MARK IS PROBABLY LOST. EZ5305 EZ5305 STATION RECOVERY (2004) EZ5305 EZ5305'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ5305'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2674 *********************************************************************** EZ2674 DESIGNATION - POSTED EZ2674 PID - EZ2674 EZ2674 STATE/COUNTY- NC/WAKE EZ2674 USGS QUAD - GARNER (1993) EZ2674 EZ2674 *CURRENT SURVEY CONTROL EZ2674 ___________________________________________________________________ EZ2674* NAD 83(1986)- 35 40 23.10184(N) 078 37 09.36112(W) ADJUSTED EZ2674* NAVD 88 - 88.045 (meters) 288.86 (feet) ADJUSTED EZ2674 ___________________________________________________________________ EZ2674 LAPLACE CORR- -7.33 (seconds) DEFLEC99 EZ2674 GEOID HEIGHT- -33.21 (meters) GEOID03 EZ2674 DYNAMIC HT - 87.967 (meters) 288.61 (feet) COMP EZ2674 MODELED GRAV- 979,750.3 (mgal) NAVD 88 EZ2674 EZ2674 HORZ ORDER - SECOND EZ2674 VERT ORDER - SECOND CLASS I EZ2674 EZ2674.The North Carolina HARNS have been completed but, EZ2674.due to contractual restrictions, coordinates for these stations EZ2674.will NOT be published in the near future. In the interim, the EZ2674.published coordinates in North Carolina will not be EZ2674.consistent with the Continuously Operating Reference Stations EZ2674.(CORS). The HARN coordinates for these stations are available EZ2674.upon request. Contact Gary Thompson(919-733-3836). EZ2674. EZ2674.In addition, the published North Carolina positions EZ2674.(NAD 83 (1986)) are NOT consistent with those determined in EZ2674.adjacent state readjustments. The discontinuity between stations EZ2674.located in North Carolina and those in adjacent states EZ2674.which have been adjusted to the HARN may be as much as 5 EZ2674.decimeters. This will result in a significant loss of accuracy EZ2674.over lines crossing such state borders. EZ2674 EZ2674 EZ2674.The horizontal coordinates were established by classical geodetic methods EZ2674.and adjusted by the National Geodetic Survey in December 1990. EZ2674 EZ2674.The orthometric height was determined by differential leveling EZ2674.and adjusted by the National Geodetic Survey in June 1991. EZ2674 EZ2674.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2674 EZ2674.The geoid height was determined by GEOID03. EZ2674 EZ2674.The dynamic height is computed by dividing the NAVD 88 EZ2674.geopotential number by the normal gravity value computed on the EZ2674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2674.degrees latitude (g = 980.6199 gals.). EZ2674 EZ2674.The modeled gravity was interpolated from observed gravity values. EZ2674 EZ2674; North East Units Scale Factor Converg. EZ2674;SPC NC - 213,396.194 644,067.088 MT 0.99989955 +0 13 11.1 EZ2674;SPC NC - 700,117.35 2,113,076.77 sFT 0.99989955 +0 13 11.1 EZ2674;UTM 17 - 3,950,301.116 715,471.891 MT 1.00017216 +1 23 20.0 EZ2674 EZ2674! - Elev Factor x Scale Factor = Combined Factor EZ2674!SPC NC - 0.99999139 x 0.99989955 = 0.99989094 EZ2674!UTM 17 - 0.99999139 x 1.00017216 = 1.00016355 EZ2674 EZ2674 SUPERSEDED SURVEY CONTROL EZ2674 EZ2674 NGVD 29 (12/03/90) 88.29 (m) 289.7 (f) LEVELING 3 EZ2674 EZ2674.Superseded values are not recommended for survey control. EZ2674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2674.See file dsdata.txt to determine how the superseded data were derived. EZ2674 EZ2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1547250301(NAD 83) EZ2674_MARKER: DE = TRAVERSE STATION DISK EZ2674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2674_SP_SET: CONCRETE POST EZ2674_STAMPING: POSTED 1978 EZ2674_MARK LOGO: NCGS EZ2674_PROJECTION: FLUSH EZ2674_MAGNETIC: N = NO MAGNETIC MATERIAL EZ2674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2674+STABILITY: SURFACE MOTION EZ2674 EZ2674 HISTORY - Date Condition Report By EZ2674 HISTORY - 1978 MONUMENTED NCGS EZ2674 HISTORY - 1978 GOOD NCGS EZ2674 HISTORY - 20050530 MARK NOT FOUND USPSQD EZ2674 EZ2674 STATION DESCRIPTION EZ2674 EZ2674'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ2674'THE STATION IS LOCATED APPROXIMATELY 2.5 MILES SOUTH-SOUTHWEST OF EZ2674'GARNER IN THE DUNHAVEN SUBDIVISION AREA. EZ2674' EZ2674'THE STATION IS LOCATED ALONG SR 2711 (BUFFALO ROAD), 0.45 MILE EZ2674'SOUTHEAST OF SR 2710 (AVERSBORO ROAD), 1.05 MILES NORTHWEST OF THE EZ2674'INTERSECTION OF SR 2711 WITH NC 50, AND ON NORTHEAST SIDE OF SR 2711 EZ2674'BY POWER POLE. EZ2674' EZ2674'STATION MARK IS A STANDARD DISK STAMPED---POSTED 1978---SET IN THE TOP EZ2674'OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE. THE EZ2674'MARK IS 32.4 FEET EAST-NORTHEAST OF CENTERLINE OF SR 2711, 7.7 FEET EZ2674'NORTH OF POWER POLE WITH REFERENCE TAG, 16.6 FEET SOUTHEAST OF EZ2674'PROPERTY CORNER MONUMENT AND 115.9 FEET EAST-SOUTHEAST OF TELEPHONE EZ2674'JUNCTION BOX. EZ2674 EZ2674 STATION RECOVERY (1978) EZ2674 EZ2674'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EZ2674'2.5 MI SSW FROM GARNER. EZ2674'THE STATION IS LOCATED IN THE DUNHAVEN SUBDIVISION AREA ALONG SR EZ2674'2711 (BUFFALO ROAD), 0.45 MILE SOUTHEAST OF SR 2710 (AVERSBORO ROAD), EZ2674'1.05 MILES NORTHWEST OF THE INTERSECTION OF SR 2711 WITH NC 50, AND EZ2674'ON NORTHEAST SIDE OF SR 2711 BY POWER POLE, 32.4 FEET EAST-NORTHEAST EZ2674'OF CENTERLINE OF SR 2711, 7.7 FEET NORTH OF POWER POLE EZ2674'WITH REFERENCE TAG, 16.6 FEET SOUTHEAST OF PROPERTY CORNER MONUMENT, EZ2674'AND 115.9 FEET EAST-SOUTHEAST OF TELEPHONE JUNCTION BOX. EZ2674'THE MARK IS 1 FT ABOVE ROAD. EZ2674 EZ2674 STATION RECOVERY (2005) EZ2674 EZ2674'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ2674'MARK NOT FOUND 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7366 *********************************************************************** AE7366 DESIGNATION - POWELL AE7366 PID - AE7366 AE7366 STATE/COUNTY- NC/WAKE AE7366 USGS QUAD - BAYLEAF (1987) AE7366 AE7366 *CURRENT SURVEY CONTROL AE7366 ___________________________________________________________________ AE7366* NAD 83(1986)- 35 54 30.61531(N) 078 42 23.74520(W) ADJUSTED AE7366* NAVD 88 - 141.794 (meters) 465.20 (feet) ADJUSTED AE7366 ___________________________________________________________________ AE7366 LAPLACE CORR- -7.45 (seconds) DEFLEC99 AE7366 GEOID HEIGHT- -32.30 (meters) GEOID03 AE7366 DYNAMIC HT - 141.674 (meters) 464.81 (feet) COMP AE7366 MODELED GRAV- 979,781.2 (mgal) NAVD 88 AE7366 AE7366 HORZ ORDER - SECOND AE7366 VERT ORDER - SECOND CLASS II AE7366 AE7366.The North Carolina HARNS have been completed but, AE7366.due to contractual restrictions, coordinates for these stations AE7366.will NOT be published in the near future. In the interim, the AE7366.published coordinates in North Carolina will not be AE7366.consistent with the Continuously Operating Reference Stations AE7366.(CORS). The HARN coordinates for these stations are available AE7366.upon request. Contact Gary Thompson(919-733-3836). AE7366. AE7366.In addition, the published North Carolina positions AE7366.(NAD 83 (1986)) are NOT consistent with those determined in AE7366.adjacent state readjustments. The discontinuity between stations AE7366.located in North Carolina and those in adjacent states AE7366.which have been adjusted to the HARN may be as much as 5 AE7366.decimeters. This will result in a significant loss of accuracy AE7366.over lines crossing such state borders. AE7366 AE7366 AE7366.The horizontal coordinates were established by classical geodetic methods AE7366.and adjusted by the National Geodetic Survey in March 1998. AE7366 AE7366.The orthometric height was determined by differential leveling AE7366.and adjusted by the National Geodetic Survey in September 1998. AE7366 AE7366.The Laplace correction was computed from DEFLEC99 derived deflections. AE7366 AE7366.The geoid height was determined by GEOID03. AE7366 AE7366.The dynamic height is computed by dividing the NAVD 88 AE7366.geopotential number by the normal gravity value computed on the AE7366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7366.degrees latitude (g = 980.6199 gals.). AE7366 AE7366.The modeled gravity was interpolated from observed gravity values. AE7366 AE7366; North East Units Scale Factor Converg. AE7366;SPC NC - 239,488.182 636,084.465 MT 0.99993817 +0 10 09.6 AE7366;SPC NC - 785,720.81 2,086,887.12 sFT 0.99993817 +0 10 09.6 AE7366;UTM 17 - 3,976,230.289 706,954.954 MT 1.00012779 +1 20 44.0 AE7366 AE7366! - Elev Factor x Scale Factor = Combined Factor AE7366!SPC NC - 0.99998281 x 0.99993817 = 0.99992099 AE7366!UTM 17 - 0.99998281 x 1.00012779 = 1.00011060 AE7366 AE7366 SUPERSEDED SURVEY CONTROL AE7366 AE7366 NGVD 29 (03/10/98) 142.07 (m) 466.1 (f) LEVELING 3 AE7366 AE7366.Superseded values are not recommended for survey control. AE7366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7366.See file dsdata.txt to determine how the superseded data were derived. AE7366 AE7366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0695576230(NAD 83) AE7366_MARKER: DH = HORIZONTAL CONTROL DISK AE7366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7366_STAMPING: POWELL 1986 AE7366_MARK LOGO: NCGS AE7366_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7366+STABILITY: SURFACE MOTION AE7366 AE7366 HISTORY - Date Condition Report By AE7366 HISTORY - 1986 MONUMENTED NCGS AE7366 HISTORY - 19870101 GOOD NCGS AE7366 HISTORY - 20050810 MARK NOT FOUND USPSQD AE7366 AE7366 STATION DESCRIPTION AE7366 AE7366'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7366'STATION IS LOCATED ABOUT 15.4 KM (9.55 MI) NORTH-NORTHWEST OF CAPITOL AE7366'SQUARE (IN RALEIGH), AND 1.8 KM (1.10 MI) EAST OF LEESVILLE COMMUNITY. AE7366'ALONG SR 1829 (STRICKLAND ROAD) FOR 2.5 KM (1.55 MI) WEST FROM THE NC AE7366'50 CROSSROADS, OR 0.3 KM (0.20 MI) WEST OF SR 1826 (RAY ROAD), IN THE AE7366'NORTHWEST QUADRANT OF THE INTERSECTION WITH POWELL DRIVE. MARK IS AE7366'FLUSH WITH GROUND AND LEVEL WITH ROAD. LOCATED 8.2 M (26.9 FT) AE7366'NORTHEAST OF THE CENTERLINE OF THE ROAD, 27.7 M (90.9 FT) SOUTHWEST OF AE7366'THE SOUTHWEST CORNER OF A FRAME HOUSE, 35.1 M (115.2 FT) AE7366'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK HOUSE, 1.9 M (6.2 AE7366'FT) NORTH OF THE WEST END OF A CULVERT UNDER A DRIVE, 21.0 M (68.9 FT) AE7366'SOUTHEAST OF THE TOP OF A CONCRETE SEPTIC TANK COVER, AND 40.7 M AE7366'(133.5 FT) WEST-NORTHWEST OF A POWER POLE WITH A TRANSFORMER AND AE7366'REFERENCE TAG. AE7366 AE7366 STATION RECOVERY (1987) AE7366 AE7366'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7366'RECOVERED AS DESCRIBED. AE7366 AE7366 STATION RECOVERY (2005) AE7366 AE7366'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) AE7366'MARK NOT FOUND 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0941 *********************************************************************** EZ0941 DESIGNATION - POWER EZ0941 PID - EZ0941 EZ0941 STATE/COUNTY- NC/WAKE EZ0941 USGS QUAD - SOUTHEAST DURHAM (1993) EZ0941 EZ0941 *CURRENT SURVEY CONTROL EZ0941 ___________________________________________________________________ EZ0941* NAD 83(1986)- 35 53 32.09139(N) 078 46 32.12945(W) ADJUSTED EZ0941* NAVD 88 - 127.605 (meters) 418.65 (feet) ADJUSTED EZ0941 ___________________________________________________________________ EZ0941 LAPLACE CORR- -6.03 (seconds) DEFLEC99 EZ0941 GEOID HEIGHT- -32.06 (meters) GEOID03 EZ0941 DYNAMIC HT - 127.497 (meters) 418.30 (feet) COMP EZ0941 MODELED GRAV- 979,787.5 (mgal) NAVD 88 EZ0941 EZ0941 HORZ ORDER - SECOND EZ0941 VERT ORDER - SECOND CLASS 0 EZ0941 EZ0941.The North Carolina HARNS have been completed but, EZ0941.due to contractual restrictions, coordinates for these stations EZ0941.will NOT be published in the near future. In the interim, the EZ0941.published coordinates in North Carolina will not be EZ0941.consistent with the Continuously Operating Reference Stations EZ0941.(CORS). The HARN coordinates for these stations are available EZ0941.upon request. Contact Gary Thompson(919-733-3836). EZ0941. EZ0941.In addition, the published North Carolina positions EZ0941.(NAD 83 (1986)) are NOT consistent with those determined in EZ0941.adjacent state readjustments. The discontinuity between stations EZ0941.located in North Carolina and those in adjacent states EZ0941.which have been adjusted to the HARN may be as much as 5 EZ0941.decimeters. This will result in a significant loss of accuracy EZ0941.over lines crossing such state borders. EZ0941 EZ0941 EZ0941.The horizontal coordinates were established by classical geodetic methods EZ0941.and adjusted by the National Geodetic Survey in July 1986. EZ0941 EZ0941.The orthometric height was determined by differential leveling EZ0941.and adjusted by the National Geodetic Survey in June 1991. EZ0941 EZ0941.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0941 EZ0941.The geoid height was determined by GEOID03. EZ0941 EZ0941.The dynamic height is computed by dividing the NAVD 88 EZ0941.geopotential number by the normal gravity value computed on the EZ0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0941.degrees latitude (g = 980.6199 gals.). EZ0941 EZ0941.The modeled gravity was interpolated from observed gravity values. EZ0941 EZ0941; North East Units Scale Factor Converg. EZ0941;SPC NC - 237,668.268 629,860.871 MT 0.99993496 +0 07 46.3 EZ0941;SPC NC - 779,749.98 2,066,468.54 sFT 0.99993496 +0 07 46.3 EZ0941;UTM 17 - 3,974,282.728 700,768.922 MT 1.00009671 +1 18 16.3 EZ0941 EZ0941! - Elev Factor x Scale Factor = Combined Factor EZ0941!SPC NC - 0.99998500 x 0.99993496 = 0.99991996 EZ0941!UTM 17 - 0.99998500 x 1.00009671 = 1.00008171 EZ0941 EZ0941|---------------------------------------------------------------------| EZ0941| PID Reference Object Distance Geod. Az | EZ0941| dddmmss.s | EZ0941| EZ0942 KING 2 393.630 METERS 02000 | EZ0941|---------------------------------------------------------------------| EZ0941 EZ0941 SUPERSEDED SURVEY CONTROL EZ0941 EZ0941 NAD 27 - 35 53 31.56729(N) 078 46 33.10709(W) AD( ) 2 EZ0941 NGVD 29 (??/??/92) 127.86 (m) 419.5 (f) COMPUTED 2 0 EZ0941 EZ0941.Superseded values are not recommended for survey control. EZ0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0941.See file dsdata.txt to determine how the superseded data were derived. EZ0941 EZ0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0076974283(NAD 83) EZ0941_MARKER: DE = TRAVERSE STATION DISK EZ0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0941_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0941_STAMPING: POWER 1961 EZ0941_MARK LOGO: NCGS EZ0941_MAGNETIC: N = NO MAGNETIC MATERIAL EZ0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0941+STABILITY: SURFACE MOTION EZ0941_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ0941+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2004 EZ0941 EZ0941 HISTORY - Date Condition Report By EZ0941 HISTORY - 1961 MONUMENTED NCGS EZ0941 HISTORY - 1973 GOOD NCGS EZ0941 HISTORY - 1973 GOOD NCGS EZ0941 HISTORY - 20040527 SEE DESCRIPTION NCGS EZ0941 EZ0941 STATION DESCRIPTION EZ0941 EZ0941'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ0941'POWER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ0941'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ0941' EZ0941'POWER IS 11.15 MILES WNW OF RALEIGH. PROCEED WEST ON U.S. EZ0941'70 FOR 5.3 MILES TO CRABTREE CREEK, CONTINUE ON U.S. 70 FOR 7.2 EZ0941'MILES TO INTERSECTION OF RALEIGH-DURHAM AIRPORT RD. (SR 1002), EZ0941'TURN LEFT AND GO 0.9 MILES TO STATION ON LEFT SIDE (EAST) OF EZ0941'ROAD OR 1.3 MILES N OF EXIT AT RALEIGH-DURHAM AIRPORT. STATION EZ0941'IS LOCATED DIRECTLY UNDER THE C/L OF CP AND L TRANSMISSION LINE EZ0941'AND ELECTRIC POWER LINE. EZ0941' EZ0941'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0941'POWER 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ0941'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ0941' EZ0941'MARK IS EZ0941' EZ0941'44.3 FT S OF PP WITH ALUMINUM REF. TAG EZ0941' EZ0941'58.4 FT E OF C/L OF SR 1002 EZ0941' EZ0941'100.3 FT SW OF SW CORNER OF A HOUSE EZ0941' EZ0941'46.4 FT W OF NW CORNER OF STEEL TOWER 675 EZ0941 EZ0941 STATION RECOVERY (1973) EZ0941 EZ0941'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EZ0941'GOOD. EZ0941 EZ0941 STATION RECOVERY (1973) EZ0941 EZ0941'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0941'5.6 MI NNE FROM MORRISVILLE. EZ0941'POWER IS LOCATED APPROXIMATELY 11.0 MILES NW OF CAPITOL SQUARE IN EZ0941'RALEIGH. TO REACH STATION FROM INTERSECTION OF U.S. 70 AND SR EZ0941'1002 (RDU - AIRPORT ROAD), PROCEED SW ALONG SR 1002 FOR 0.85 MILES EZ0941'TO STATION ON LEFT DIRECTLY UNDER A POWER TRANSMISSION LINE, EZ0941'APPROXIMATELY 1.4 MILES NE OF THE AIRPORT TERMINAL, 58.4 FT E OF EZ0941'C/L OF SR 1002, 41.2 FT S OF PP W/ALUMINUM REF. TAG, 46.4 FT W EZ0941'OF NW CORNER OF STEEL TOWER 675, AND 100.3 FT SW OF SW CORNER OF EZ0941'HOUSE. DISK IS SET IN CONCRETE CYLINDER 2 INCHES BELOW THE EZ0941'SURFACE OF THE GROUND. EZ0941 EZ0941 STATION RECOVERY (2004) EZ0941 EZ0941'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WMK) EZ0941'STATION WAS NOT FOUND AND BELIEVED TO BE DESTROYED. REFERENCE AREA NOW EZ0941'OCCUPIED BY HANGAR AND TARMAC. LOCATION VERIFIED BY RTK GPS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6676 *********************************************************************** EZ6676 DESIGNATION - POWER LINE EZ6676 PID - EZ6676 EZ6676 STATE/COUNTY- NC/WAKE EZ6676 USGS QUAD - FUQUAY-VARINA (1993) EZ6676 EZ6676 *CURRENT SURVEY CONTROL EZ6676 ___________________________________________________________________ EZ6676* NAD 83(1986)- 35 33 29.49273(N) 078 47 13.48277(W) ADJUSTED EZ6676* NAVD 88 - 107.2 (meters) 352. (feet) VERTCON EZ6676 ___________________________________________________________________ EZ6676 LAPLACE CORR- -4.45 (seconds) DEFLEC99 EZ6676 GEOID HEIGHT- -32.79 (meters) GEOID03 EZ6676 EZ6676 HORZ ORDER - SECOND EZ6676 EZ6676.The North Carolina HARNS have been completed but, EZ6676.due to contractual restrictions, coordinates for these stations EZ6676.will NOT be published in the near future. In the interim, the EZ6676.published coordinates in North Carolina will not be EZ6676.consistent with the Continuously Operating Reference Stations EZ6676.(CORS). The HARN coordinates for these stations are available EZ6676.upon request. Contact Gary Thompson(919-733-3836). EZ6676. EZ6676.In addition, the published North Carolina positions EZ6676.(NAD 83 (1986)) are NOT consistent with those determined in EZ6676.adjacent state readjustments. The discontinuity between stations EZ6676.located in North Carolina and those in adjacent states EZ6676.which have been adjusted to the HARN may be as much as 5 EZ6676.decimeters. This will result in a significant loss of accuracy EZ6676.over lines crossing such state borders. EZ6676 EZ6676 EZ6676.The horizontal coordinates were established by classical geodetic methods EZ6676.and adjusted by the National Geodetic Survey in March 1993. EZ6676 EZ6676.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6676 EZ6676.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6676 EZ6676.The geoid height was determined by GEOID03. EZ6676 EZ6676; North East Units Scale Factor Converg. EZ6676;SPC NC - 200,604.745 628,903.312 MT 0.99988685 +0 07 22.4 EZ6676;SPC NC - 658,150.73 2,063,326.95 sFT 0.99988685 +0 07 22.4 EZ6676;UTM 17 - 3,937,200.405 700,568.131 MT 1.00009575 +1 17 14.3 EZ6676 EZ6676! - Elev Factor x Scale Factor = Combined Factor EZ6676!SPC NC - 0.99998832 x 0.99988685 = 0.99987517 EZ6676!UTM 17 - 0.99998832 x 1.00009575 = 1.00008407 EZ6676 EZ6676 SUPERSEDED SURVEY CONTROL EZ6676 EZ6676 NGVD 29 (03/10/93) 107.5 (m) 353. (f) VERT ANG EZ6676 EZ6676.Superseded values are not recommended for survey control. EZ6676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6676.See file dsdata.txt to determine how the superseded data were derived. EZ6676 EZ6676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0056837200(NAD 83) EZ6676_MARKER: DE = TRAVERSE STATION DISK EZ6676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6676_SP_SET: CONCRETE POST EZ6676_STAMPING: POWER LINE 1983 EZ6676_MARK LOGO: NCGS EZ6676_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ6676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6676+STABILITY: SURFACE MOTION EZ6676 EZ6676 HISTORY - Date Condition Report By EZ6676 HISTORY - 1983 MONUMENTED NCGS EZ6676 EZ6676 STATION DESCRIPTION EZ6676 EZ6676'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 EZ6676'STATION IS LOCATED APPROXIMATELY 3.1 KM (1.9 MI) SOUTH-SOUTHEAST OF EZ6676'FUQUAY VARINA. EZ6676'PROCEED ALONG EAST ACADEMY ST. 2 BLOCKS EAST FROM INTERSECTION WITH US EZ6676'401 (MAIN ST) TO AIKEN ST., THENCE 2 BLOCKS SOUTH ALONG AIKEN ST. TO EZ6676'INTERSECTION WITH EAST VANCE ST. AND ANGIER ROAD (SR 2770), THENCE EZ6676'CONTINUE SOUTHEAST ALONG ANGIER ROAD 2.9 KM (1.8 MI) TO A POWER LINE EZ6676'CROSSING, IN FALLOW AREA BENEATH POWER LINES. EZ6676'THE STATION IS A STANDARD NCGS DISK STAMPED---POWER LINE 1983---, SET EZ6676'INTO THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER FLUSH WITH EZ6676'GROUND. LOCATED 23.71 METERS (77.8 FT) WEST-SOUTHWEST FROM THE EZ6676'CENTERLINE OF HIGHWAY, 14.02 METERS (46.0 FT) WEST FROM A POWER POLE EZ6676'WITH REFERENCE TAG, 22.04 METERS (72.3 FT) SOUTH-SOUTHWEST FROM A EZ6676'POWER POLE WITH REFERENCE TAG, 34.11 METERS (111.9 FT) SOUTH-SOUTHWEST EZ6676'FROM THE NORTH END OF CULVERT UNDER FIELD DRIVE, AND 1.07 METERS EZ6676'(3.5 FT) EAST-NORTHEAST FROM A WITNESS POST. EZ6676'STATION IS 1.2 M (4.0 FT) ABOVE THE LEVEL OF HIGHWAY 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7286 *********************************************************************** AE7286 DESIGNATION - POWERS AE7286 PID - AE7286 AE7286 STATE/COUNTY- NC/WAKE AE7286 USGS QUAD - BAYLEAF (1987) AE7286 AE7286 *CURRENT SURVEY CONTROL AE7286 ___________________________________________________________________ AE7286* NAD 83(1986)- 35 58 43.06369(N) 078 38 20.65594(W) ADJUSTED AE7286* NAVD 88 - 91.9 (meters) 302. (feet) VERTCON AE7286 ___________________________________________________________________ AE7286 LAPLACE CORR- -6.88 (seconds) DEFLEC99 AE7286 GEOID HEIGHT- -32.40 (meters) GEOID03 AE7286 AE7286 HORZ ORDER - SECOND AE7286 AE7286.The North Carolina HARNS have been completed but, AE7286.due to contractual restrictions, coordinates for these stations AE7286.will NOT be published in the near future. In the interim, the AE7286.published coordinates in North Carolina will not be AE7286.consistent with the Continuously Operating Reference Stations AE7286.(CORS). The HARN coordinates for these stations are available AE7286.upon request. Contact Gary Thompson(919-733-3836). AE7286. AE7286.In addition, the published North Carolina positions AE7286.(NAD 83 (1986)) are NOT consistent with those determined in AE7286.adjacent state readjustments. The discontinuity between stations AE7286.located in North Carolina and those in adjacent states AE7286.which have been adjusted to the HARN may be as much as 5 AE7286.decimeters. This will result in a significant loss of accuracy AE7286.over lines crossing such state borders. AE7286 AE7286 AE7286.The horizontal coordinates were established by classical geodetic methods AE7286.and adjusted by the National Geodetic Survey in March 1998. AE7286 AE7286.The NAVD 88 height was computed by applying the VERTCON shift value to AE7286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7286 AE7286.The Laplace correction was computed from DEFLEC99 derived deflections. AE7286 AE7286.The geoid height was determined by GEOID03. AE7286 AE7286; North East Units Scale Factor Converg. AE7286;SPC NC - 247,288.670 642,151.076 MT 0.99995294 +0 12 29.9 AE7286;SPC NC - 811,312.91 2,106,790.66 sFT 0.99995294 +0 12 29.9 AE7286;UTM 17 - 3,984,155.382 712,861.125 MT 1.00015834 +1 23 15.1 AE7286 AE7286! - Elev Factor x Scale Factor = Combined Factor AE7286!SPC NC - 0.99999066 x 0.99995294 = 0.99994360 AE7286!UTM 17 - 0.99999066 x 1.00015834 = 1.00014900 AE7286 AE7286 SUPERSEDED SURVEY CONTROL AE7286 AE7286 NGVD 29 (03/10/98) 92.2 (m) 302. (f) VERT ANG AE7286 AE7286.Superseded values are not recommended for survey control. AE7286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7286.See file dsdata.txt to determine how the superseded data were derived. AE7286 AE7286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1286184155(NAD 83) AE7286_MARKER: DE = TRAVERSE STATION DISK AE7286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7286_STAMPING: POWERS 1985 AE7286_MARK LOGO: NCGS AE7286_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7286+STABILITY: SURFACE MOTION AE7286 AE7286 HISTORY - Date Condition Report By AE7286 HISTORY - 1985 MONUMENTED NCGS AE7286 AE7286 STATION DESCRIPTION AE7286 AE7286'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) AE7286'STATION IS LOCATED ABOUT 11.6 KM (7.20 MI) WEST OF WAKE FOREST. ALONG AE7286'NC 98 FOR 0.6 KM (0.35 MI) WEST FROM THE NEUSE RIVER BRIDGE, TO A AE7286'POWER LINE CROSSING, ON TOP OF EAST BANK DIRECTLY UNDER THE WEST-MOST AE7286'GROUP OF POWER LINES. MARK IS FLUSH WITH GROUND AND ABOUT 3 FEET (0.9 AE7286'M) HIGHER THAN THE HIGHWAY. LOCATED 17.3 M (56.8 FT) SOUTH-SOUTHWEST AE7286'OF THE CENTERLINE OF THE HIGHWAY, 27.0 M (88.6 FT) SOUTH-SOUTHEAST OF AE7286'THE CENTERLINE AT A SOIL DRIVE NORTHEAST, 51.8 M (169.9 FT) AE7286'EAST-SOUTHEAST OF THE SOUTH END OF A HIGHWAY CULVERT, 18.5 M (60.7 FT) AE7286'NORTHWEST OF THE CENTER OF THE POWER LINES, 19.8 M (65.0 FT) AE7286'EAST-NORTHEAST OF A GATE POST WITH COPRS OF ENGINEERS SIGN AND AE7286'REFERENCE TAG, AND 5.5 M (18.0 FT) NORTH-NORTHEAST OF AN 8-INCH MAPLE AE7286'WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5168 *********************************************************************** EZ5168 DESIGNATION - PRISON EZ5168 PID - EZ5168 EZ5168 STATE/COUNTY- NC/WAKE EZ5168 USGS QUAD - RALEIGH WEST (1988) EZ5168 EZ5168 *CURRENT SURVEY CONTROL EZ5168 ___________________________________________________________________ EZ5168* NAD 83(1986)- 35 48 36.19797(N) 078 42 21.99806(W) ADJUSTED EZ5168* NAVD 88 - 147.8 (meters) 485. (feet) VERTCON EZ5168 ___________________________________________________________________ EZ5168 LAPLACE CORR- -6.95 (seconds) DEFLEC99 EZ5168 GEOID HEIGHT- -32.55 (meters) GEOID03 EZ5168 EZ5168 HORZ ORDER - SECOND EZ5168 EZ5168.The North Carolina HARNS have been completed but, EZ5168.due to contractual restrictions, coordinates for these stations EZ5168.will NOT be published in the near future. In the interim, the EZ5168.published coordinates in North Carolina will not be EZ5168.consistent with the Continuously Operating Reference Stations EZ5168.(CORS). The HARN coordinates for these stations are available EZ5168.upon request. Contact Gary Thompson(919-733-3836). EZ5168. EZ5168.In addition, the published North Carolina positions EZ5168.(NAD 83 (1986)) are NOT consistent with those determined in EZ5168.adjacent state readjustments. The discontinuity between stations EZ5168.located in North Carolina and those in adjacent states EZ5168.which have been adjusted to the HARN may be as much as 5 EZ5168.decimeters. This will result in a significant loss of accuracy EZ5168.over lines crossing such state borders. EZ5168 EZ5168 EZ5168.The horizontal coordinates were established by classical geodetic methods EZ5168.and adjusted by the National Geodetic Survey in July 1986. EZ5168 EZ5168.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5168 EZ5168.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5168 EZ5168.The geoid height was determined by GEOID03. EZ5168 EZ5168; North East Units Scale Factor Converg. EZ5168;SPC NC - 228,565.562 636,160.607 MT 0.99991996 +0 10 10.6 EZ5168;SPC NC - 749,885.51 2,087,136.92 sFT 0.99991996 +0 10 10.6 EZ5168;UTM 17 - 3,965,309.344 707,255.046 MT 1.00012933 +1 20 33.5 EZ5168 EZ5168! - Elev Factor x Scale Factor = Combined Factor EZ5168!SPC NC - 0.99998191 x 0.99991996 = 0.99990187 EZ5168!UTM 17 - 0.99998191 x 1.00012933 = 1.00011123 EZ5168 EZ5168: Primary Azimuth Mark Grid Az EZ5168:SPC NC - MOUNT 008 18 27.7 EZ5168:UTM 17 - MOUNT 007 08 04.8 EZ5168 EZ5168|---------------------------------------------------------------------| EZ5168| PID Reference Object Distance Geod. Az | EZ5168| dddmmss.s | EZ5168| EZ5169 MOUNT 497.402 METERS 0082838.3 | EZ5168|---------------------------------------------------------------------| EZ5168 EZ5168 SUPERSEDED SURVEY CONTROL EZ5168 EZ5168 NAD 27 - 35 48 35.66286(N) 078 42 22.98709(W) AD( ) 2 EZ5168 NGVD 29 (07/19/86) 148.1 (m) 486. (f) VERT ANG EZ5168 EZ5168.Superseded values are not recommended for survey control. EZ5168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5168.See file dsdata.txt to determine how the superseded data were derived. EZ5168 EZ5168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0725565309(NAD 83) EZ5168_MARKER: DE = TRAVERSE STATION DISK EZ5168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5168_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5168_STAMPING: PRISON 1970 EZ5168_MARK LOGO: NCGS EZ5168_MAGNETIC: N = NO MAGNETIC MATERIAL EZ5168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5168+STABILITY: SURFACE MOTION EZ5168 EZ5168 HISTORY - Date Condition Report By EZ5168 HISTORY - 1970 MONUMENTED NCGS EZ5168 HISTORY - 1973 GOOD NCGS EZ5168 HISTORY - 1982 GOOD NC-183 EZ5168 HISTORY - 1986 GOOD USPSQD EZ5168 HISTORY - 19860301 SEE DESCRIPTION NCGS EZ5168 EZ5168 STATION DESCRIPTION EZ5168 EZ5168'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ5168'PRISON IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ5168'VICINITY OF NORTHWEST WAKE COUNTY. EZ5168' EZ5168'PRISON IS LOCATED APPROXIMATELY 4.1 MILES NORTHWEST OF RALEIGH AND EZ5168'4.3 MILES ENE OF CARY. TO REACH STATION PROCEED FROM THE EZ5168'INTERSECTION OF SR 1664 AND US 1 NEAR SOUTHEAST CORNER OF STATE EZ5168'FAIRGROUNDS, GO NORTH ON SR 1664 FOR 1.0 MILE TO INTERSECTION OF EZ5168'SR 1664 AND SR 1650. STATION IS IN THE NORTHWEST CORNER OF THE EZ5168'INTERSECTION ON A RISE APPROXIMATELY 110 FEET WEST OF SR 1664 EZ5168'AND APPROXIMATELY 180 FEET NORTH OF SR 1650, ON THE WEST SIDE OF EZ5168'A BUNCH OF TREES AND A CEMETERY. EZ5168' EZ5168'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ5168'PRISON 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ5168'IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5168' EZ5168'MARK IS-- EZ5168'172.8 FEET W OF C/L OF SR 1664. EZ5168'181.0 FEET N OF SR 1650. EZ5168'11.1 FEET W OF ALUMINUM REF. TAG ON 40 INCH OAK TREE. EZ5168'167.0 FEET NNW OF ALUMINUM REF. TAG ON TP NO. 7 1/2. EZ5168'134.4 FEET NE OF ALUMINUM REF. TAG ON PP. EZ5168'149.0 FEET SW OF ALUMINUM REF. TAG ON PP. EZ5168 EZ5168 STATION RECOVERY (1973) EZ5168 EZ5168'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EZ5168'MARK WAS RECOVERED IN GOOD CONDITION. EZ5168 EZ5168 STATION RECOVERY (1982) EZ5168 EZ5168'RECOVERY NOTE BY WAKE COUNTY NORTH CAROLINA 1982 (DHC) EZ5168'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED, HOWEVER, THE EZ5168'LINE OF SIGHT TO NCGS STATION MOUNT IS NOW BLOCKED BY A CHURCH STEEL EZ5168'SIGN POST. EZ5168 EZ5168 STATION RECOVERY (1986) EZ5168 EZ5168'RECOVERY NOTE BY US POWER SQUADRON 1986 (MCB) EZ5168'RECOVERED IN GOOD CONDITION. EZ5168 EZ5168 STATION RECOVERY (1986) EZ5168 EZ5168'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ5168'TOP OF MARKER WAS FOUND BROKEN OFF--DISK WAS REMOVED AT THIS TIME. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 DH6051 *********************************************************************** DH6051 DESIGNATION - PRIVATE DH6051 PID - DH6051 DH6051 STATE/COUNTY- NC/WAKE DH6051 USGS QUAD - SOUTHEAST DURHAM (1993) DH6051 DH6051 *CURRENT SURVEY CONTROL DH6051 ___________________________________________________________________ DH6051* NAD 83(1986)- 35 52 52.49593(N) 078 47 06.11002(W) ADJUSTED DH6051* NAVD 88 - 132.31 (meters) 434.1 (feet) LEVELING DH6051 ___________________________________________________________________ DH6051 LAPLACE CORR- -5.98 (seconds) DEFLEC99 DH6051 GEOID HEIGHT- -32.05 (meters) GEOID03 DH6051 DH6051 HORZ ORDER - FIRST DH6051 VERT ORDER - THIRD ? DH6051 DH6051.The North Carolina HARNS have been completed but, DH6051.due to contractual restrictions, coordinates for these stations DH6051.will NOT be published in the near future. In the interim, the DH6051.published coordinates in North Carolina will not be DH6051.consistent with the Continuously Operating Reference Stations DH6051.(CORS). The HARN coordinates for these stations are available DH6051.upon request. Contact Gary Thompson(919-733-3836). DH6051. DH6051.In addition, the published North Carolina positions DH6051.(NAD 83 (1986)) are NOT consistent with those determined in DH6051.adjacent state readjustments. The discontinuity between stations DH6051.located in North Carolina and those in adjacent states DH6051.which have been adjusted to the HARN may be as much as 5 DH6051.decimeters. This will result in a significant loss of accuracy DH6051.over lines crossing such state borders. DH6051 DH6051 DH6051.The horizontal coordinates were established by GPS observations DH6051.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in August 2005. DH6051 DH6051.The orthometric height was determined by differential leveling. DH6051.The vertical network tie was performed by a horz. field party for horz. DH6051.obs reductions. Reset procedures were used to establish the elevation. DH6051 DH6051.The Laplace correction was computed from DEFLEC99 derived deflections. DH6051 DH6051.The geoid height was determined by GEOID03. DH6051 DH6051; North East Units Scale Factor Converg. DH6051;SPC NC - 236,446.079 629,011.355 MT 0.99993283 +0 07 26.7 DH6051;SPC NC - 775,740.18 2,063,681.42 sFT 0.99993283 +0 07 26.7 DH6051;UTM 17 - 3,973,043.181 699,944.510 MT 1.00009264 +1 17 55.1 DH6051 DH6051! - Elev Factor x Scale Factor = Combined Factor DH6051!SPC NC - 0.99998426 x 0.99993283 = 0.99991710 DH6051!UTM 17 - 0.99998426 x 1.00009264 = 1.00007690 DH6051 DH6051: Primary Azimuth Mark Grid Az DH6051:SPC NC - PILOT 045 27 47.7 DH6051:UTM 17 - PILOT 044 17 19.3 DH6051 DH6051|---------------------------------------------------------------------| DH6051| PID Reference Object Distance Geod. Az | DH6051| dddmmss.s | DH6051| DH6052 PILOT APPROX. 0.5 KM 0453514.4 | DH6051|---------------------------------------------------------------------| DH6051 DH6051 SUPERSEDED SURVEY CONTROL DH6051 DH6051.No superseded survey control is available for this station. DH6051 DH6051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9994573043(NAD 83) DH6051_MARKER: DH = HORIZONTAL CONTROL DISK DH6051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH6051_STAMPING: PRIVATE 2004 DH6051_MARK LOGO: NCGS DH6051_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT DH6051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6051+STABILITY: SURFACE MOTION DH6051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6051+SATELLITE: SATELLITE OBSERVATIONS - 2004 DH6051 DH6051 HISTORY - Date Condition Report By DH6051 HISTORY - 2004 MONUMENTED NCGS DH6051 DH6051 STATION DESCRIPTION DH6051 DH6051'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL) DH6051'STATION IS LOCATED ABOUT 10.8 MI (17.4 KM) NORTHWEST OF RALEIGH, 4.6 DH6051'MI (7.4 KM) NORTH-NORTHEAST OF MORRISVILLE, AND AT THE RALEIGH-DURHAM DH6051'AIRPORT (RDU). ABOUT 100-YARDS EAST OF THE CONTROL TOWER, IN THE DH6051'SOUTH QUADRANT OF NORTH RAMP DRIVE AND SAWYER CIRCLE. MARK IS 1-FT DH6051'HIGHER THAN NORTH RAMP DRIVE CENTERLINE AND FLUSH WITH THE GROUND. DH6051'LOCATED 21.2 FT (6.5 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF NORTH DH6051'RAMP DRIVE, 74.3 FT (22.6 M) EAST-SOUTHEAST OF A TRAFFIC ISLAND IN THE DH6051'INTERSECTION WITH SAWYER CIRCLE, 35.4 FT (10.8 M) SOUTHEAST OF A DH6051'MANHOLE, 51.5 FT (15.7 M) NORTHEAST OF A STORM DRAIN, AND 28.9 FT (8.8 DH6051'M) WEST-NORTHWEST OF THE SOUTHERNMOST OF TWO CONCRETE SIGN BASES. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5240 *********************************************************************** EZ5240 DESIGNATION - PRODUCER EZ5240 PID - EZ5240 EZ5240 STATE/COUNTY- NC/WAKE EZ5240 USGS QUAD - GARNER (1993) EZ5240 EZ5240 *CURRENT SURVEY CONTROL EZ5240 ___________________________________________________________________ EZ5240* NAD 83(1986)- 35 40 28.95418(N) 078 36 11.83448(W) ADJUSTED EZ5240* NAVD 88 - 96.9 (meters) 318. (feet) VERTCON EZ5240 ___________________________________________________________________ EZ5240 LAPLACE CORR- -7.42 (seconds) DEFLEC99 EZ5240 GEOID HEIGHT- -33.28 (meters) GEOID03 EZ5240 EZ5240 HORZ ORDER - SECOND EZ5240 EZ5240.The North Carolina HARNS have been completed but, EZ5240.due to contractual restrictions, coordinates for these stations EZ5240.will NOT be published in the near future. In the interim, the EZ5240.published coordinates in North Carolina will not be EZ5240.consistent with the Continuously Operating Reference Stations EZ5240.(CORS). The HARN coordinates for these stations are available EZ5240.upon request. Contact Gary Thompson(919-733-3836). EZ5240. EZ5240.In addition, the published North Carolina positions EZ5240.(NAD 83 (1986)) are NOT consistent with those determined in EZ5240.adjacent state readjustments. The discontinuity between stations EZ5240.located in North Carolina and those in adjacent states EZ5240.which have been adjusted to the HARN may be as much as 5 EZ5240.decimeters. This will result in a significant loss of accuracy EZ5240.over lines crossing such state borders. EZ5240 EZ5240 EZ5240.The horizontal coordinates were established by classical geodetic methods EZ5240.and adjusted by the National Geodetic Survey in July 1986. EZ5240 EZ5240.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5240 EZ5240.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5240 EZ5240.The geoid height was determined by GEOID03. EZ5240 EZ5240; North East Units Scale Factor Converg. EZ5240;SPC NC - 213,582.209 645,512.915 MT 0.99989976 +0 13 44.3 EZ5240;SPC NC - 700,727.63 2,117,820.29 sFT 0.99989976 +0 13 44.3 EZ5240;UTM 17 - 3,950,516.655 716,914.020 MT 1.00017984 +1 23 53.8 EZ5240 EZ5240! - Elev Factor x Scale Factor = Combined Factor EZ5240!SPC NC - 0.99999001 x 0.99989976 = 0.99988977 EZ5240!UTM 17 - 0.99999001 x 1.00017984 = 1.00016985 EZ5240 EZ5240 SUPERSEDED SURVEY CONTROL EZ5240 EZ5240 NAD 27 - 35 40 28.40133(N) 078 36 12.82081(W) AD( ) 2 EZ5240 NGVD 29 (07/19/86) 97.2 (m) 319. (f) VERT ANG EZ5240 EZ5240.Superseded values are not recommended for survey control. EZ5240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5240.See file dsdata.txt to determine how the superseded data were derived. EZ5240 EZ5240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1691450517(NAD 83) EZ5240_MARKER: DE = TRAVERSE STATION DISK EZ5240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5240_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5240_STAMPING: PRODUCER 1968 EZ5240_MARK LOGO: NCGS EZ5240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5240+STABILITY: SURFACE MOTION EZ5240 EZ5240 HISTORY - Date Condition Report By EZ5240 HISTORY - 1968 MONUMENTED NCGS EZ5240 HISTORY - 1976 MARK NOT FOUND NCDOT EZ5240 EZ5240 STATION DESCRIPTION EZ5240 EZ5240'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EZ5240'PRODUCER IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ5240'ESTABLISHED IN THE VICINITY OF CLAYTON, NORTH CAROLINA. EZ5240' EZ5240'PRODUCER IS LOCATED APPROXIMATELY 2.2 MILES SOUTH OF THE EZ5240'CENTER OF GARNER. TO REACH STATION PROCEED FROM THE EZ5240'INTERSECTION OF NC 50 WITH U.S. 70 IN GARNER, GO SOUTH ON NC 50 EZ5240'FOR 2.3 MILES TO STATION. WHICH IS ON THE EAST BANK OF NC 50, EZ5240'IN SOUTHWEST CORNER OF YARD OF A ONE STORY WHITE FRAME HOUSE, EZ5240'0.55 MILES SOUTH OF INTERSECTION OF SR 2562 WITH NC 50 AND EZ5240'0.25 MILES NORTH OF INTERSECTION OF SR 2703 WITH NC 50. EZ5240' EZ5240'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5240'PRODUCER 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ5240'OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ5240' EZ5240'MARK IS EZ5240' EZ5240'34.0 FT E OF C/L OF NC 50 EZ5240' EZ5240'27.1 FT NW OF PP 28 WITH ALUMINUM REF. TAG ON E SIDE OF NC 50 EZ5240' EZ5240'64.0 FT ENE OF PP 46 WITH ALUMINUM REF. TAG ON W SIDE OF NC 50 EZ5240' EZ5240'71.0 FT WNW OF PP WITH ALUMINUM REF. TAG IN N CORNER OF FIELD EZ5240' EZ5240'39.3 FT SSE OF S END OF CULVERT UNDER DRIVEWAY TO A WHITE ONE EZ5240'STORY FRAME HOUSE EZ5240 EZ5240 STATION RECOVERY (1976) EZ5240 EZ5240'RECOVERY NOTE BY NC DOT 1976 (JP) EZ5240'DESTROYED 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2413 *********************************************************************** EZ2413 DESIGNATION - PROPHECY EZ2413 PID - EZ2413 EZ2413 STATE/COUNTY- NC/WAKE EZ2413 USGS QUAD - ROLESVILLE (1993) EZ2413 EZ2413 *CURRENT SURVEY CONTROL EZ2413 ___________________________________________________________________ EZ2413* NAD 83(1986)- 35 55 56.68772(N) 078 26 30.35141(W) ADJUSTED EZ2413* NAVD 88 - 129.762 (meters) 425.73 (feet) ADJUSTED EZ2413 ___________________________________________________________________ EZ2413 LAPLACE CORR- -6.88 (seconds) DEFLEC99 EZ2413 GEOID HEIGHT- -33.34 (meters) GEOID03 EZ2413 DYNAMIC HT - 129.650 (meters) 425.36 (feet) COMP EZ2413 MODELED GRAV- 979,769.2 (mgal) NAVD 88 EZ2413 EZ2413 HORZ ORDER - SECOND EZ2413 VERT ORDER - SECOND CLASS II EZ2413 EZ2413.The North Carolina HARNS have been completed but, EZ2413.due to contractual restrictions, coordinates for these stations EZ2413.will NOT be published in the near future. In the interim, the EZ2413.published coordinates in North Carolina will not be EZ2413.consistent with the Continuously Operating Reference Stations EZ2413.(CORS). The HARN coordinates for these stations are available EZ2413.upon request. Contact Gary Thompson(919-733-3836). EZ2413. EZ2413.In addition, the published North Carolina positions EZ2413.(NAD 83 (1986)) are NOT consistent with those determined in EZ2413.adjacent state readjustments. The discontinuity between stations EZ2413.located in North Carolina and those in adjacent states EZ2413.which have been adjusted to the HARN may be as much as 5 EZ2413.decimeters. This will result in a significant loss of accuracy EZ2413.over lines crossing such state borders. EZ2413 EZ2413 EZ2413.The horizontal coordinates were established by classical geodetic methods EZ2413.and adjusted by the National Geodetic Survey in July 1986. EZ2413 EZ2413.The orthometric height was determined by differential leveling EZ2413.and adjusted by the National Geodetic Survey in June 1991. EZ2413 EZ2413.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2413 EZ2413.The geoid height was determined by GEOID03. EZ2413 EZ2413.The dynamic height is computed by dividing the NAVD 88 EZ2413.geopotential number by the normal gravity value computed on the EZ2413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2413.degrees latitude (g = 980.6199 gals.). EZ2413 EZ2413.The modeled gravity was interpolated from observed gravity values. EZ2413 EZ2413; North East Units Scale Factor Converg. EZ2413;SPC NC - 242,243.404 659,973.588 MT 0.99994304 +0 19 19.9 EZ2413;SPC NC - 794,760.23 2,165,263.35 sFT 0.99994304 +0 19 19.9 EZ2413;UTM 17 - 3,979,476.841 730,788.353 MT 1.00025636 +1 30 06.9 EZ2413 EZ2413! - Elev Factor x Scale Factor = Combined Factor EZ2413!SPC NC - 0.99998487 x 0.99994304 = 0.99992791 EZ2413!UTM 17 - 0.99998487 x 1.00025636 = 1.00024122 EZ2413 EZ2413 SUPERSEDED SURVEY CONTROL EZ2413 EZ2413 NAD 27 - 35 55 56.13671(N) 078 26 31.35381(W) AD( ) 2 EZ2413 NGVD 29 (??/??/92) 130.038 (m) 426.63 (f) ADJ UNCH 2 2 EZ2413 EZ2413.Superseded values are not recommended for survey control. EZ2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2413.See file dsdata.txt to determine how the superseded data were derived. EZ2413 EZ2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3078879477(NAD 83) EZ2413_MARKER: DE = TRAVERSE STATION DISK EZ2413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2413_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2413_STAMPING: PROPHECY 1976 EZ2413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2413+STABILITY: SURFACE MOTION EZ2413 EZ2413 HISTORY - Date Condition Report By EZ2413 HISTORY - 1976 MONUMENTED NCGS EZ2413 HISTORY - 1976 GOOD NCGS EZ2413 HISTORY - 1987 GOOD USPSQD EZ2413 EZ2413 STATION DESCRIPTION EZ2413 EZ2413'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2413'PROPHECY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2413'IN THE VICINITY OF ROLESVILLE, NORTH CAROLINA. EZ2413' EZ2413'PROPHECY IS LOCATED APPROXIMATELY 1.1 MILE NORTHEAST OF ROLESVILLE EZ2413'AND 5.0 MILES SOUTHEAST OF WAKE FOREST. TO REACH STATION FROM THE EZ2413'MAIN CROSSROADS IN CENTER OF ROLESVILLE, PROCEED NORTHEAST ALONG EZ2413'U.S. 401 FOR 1.1 MILE TO SR 2300 (SE) AND STATION ON RIGHT IN EZ2413'SOUTHERNMOST QUADRANT OF THE T INTERSECTION, ON TOP OF A 5 FOOT EZ2413'BANK, APPROXIMATELY 325 FEET WEST OF AND ACROSS SR 2300 FROM THE EZ2413'CHURCH OF GOD OF PROPHECY AND APPROXIMATELY 150 FEET NNE OF A EZ2413'ONE AND A HALF STORY GREEN ASBESTOS SHINGLED HOME. EZ2413' EZ2413'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2413'PROPHECY 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2413'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2413' EZ2413'MARK IS 27.9 FT SSE OF C/L OF U.S. 401 EZ2413' EZ2413'251.9 FT WSW OF C/L OF SR 2300 EZ2413' EZ2413'58.1 FT ENE OF C/L OF EASTERNMOST DRIVEWAY TO RESIDENCE EZ2413' EZ2413'56.6 FT E OF C/L INTERSECTION OF HIGHWAY WITH DRIVEWAY EZ2413' EZ2413'13.8 FT NE OF 24 INCH PINE WITH ALUMINUM REF. TAG EZ2413 EZ2413 STATION RECOVERY (1976) EZ2413 EZ2413'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2413'1.1 MI NE FROM ROLESVILLE. EZ2413'TO REACH STATION FROM THE MAIN CROSSROADS IN CENTER OF ROLESVILLE, EZ2413'PROCEED NORTHEAST ALONG US 401 FOR 1.1 MILE TO SR 2300 (SE) AND EZ2413'STATION ON RIGHT IN SOUTHERNMOST QUADRANT OF THE T INTERSECTION, ON EZ2413'TOP OF A 5 FOOT BANK, APPROXIMATELY 325 FEET WEST OF AND ACROSS SR EZ2413'2300 FROM THE CHURCH OF GOD OF PROPHECY, AND APPROXIMATELY 150 FEET EZ2413'NNE OF A ONE AND A HALF STORY GREEN ASBESTOS SHINGLED HOME. 27.9 FT. EZ2413'SSE OF C/L OF US 401, 251.9 FT. WSW OF C/L OF SR 2300, 58.1 FT. ENE OF EZ2413'C/L OF EASTERNMOST DRIVEWAY TO RESIDENCE, AND 56.6 FT. E OF C/L OF EZ2413'INTERSECTION OF HIGHWAY WITH DRIVEWAY, AND 13.8 FT. NE OF 24 INCH PINE EZ2413'WITH ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER, FLUSH WITH EZ2413'THE SURFACE OF THE GROUND. EZ2413 EZ2413 STATION RECOVERY (1987) EZ2413 EZ2413'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ2413'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7337 *********************************************************************** AE7337 DESIGNATION - PROVIDENCE AE7337 PID - AE7337 AE7337 STATE/COUNTY- NC/WAKE AE7337 USGS QUAD - BAYLEAF (1987) AE7337 AE7337 *CURRENT SURVEY CONTROL AE7337 ___________________________________________________________________ AE7337* NAD 83(1986)- 35 53 59.64379(N) 078 43 31.07985(W) ADJUSTED AE7337* NAVD 88 - 163.767 (meters) 537.29 (feet) ADJUSTED AE7337 ___________________________________________________________________ AE7337 LAPLACE CORR- -7.41 (seconds) DEFLEC99 AE7337 GEOID HEIGHT- -32.24 (meters) GEOID03 AE7337 DYNAMIC HT - 163.629 (meters) 536.84 (feet) COMP AE7337 MODELED GRAV- 979,783.5 (mgal) NAVD 88 AE7337 AE7337 HORZ ORDER - SECOND AE7337 VERT ORDER - SECOND CLASS II AE7337 AE7337.The North Carolina HARNS have been completed but, AE7337.due to contractual restrictions, coordinates for these stations AE7337.will NOT be published in the near future. In the interim, the AE7337.published coordinates in North Carolina will not be AE7337.consistent with the Continuously Operating Reference Stations AE7337.(CORS). The HARN coordinates for these stations are available AE7337.upon request. Contact Gary Thompson(919-733-3836). AE7337. AE7337.In addition, the published North Carolina positions AE7337.(NAD 83 (1986)) are NOT consistent with those determined in AE7337.adjacent state readjustments. The discontinuity between stations AE7337.located in North Carolina and those in adjacent states AE7337.which have been adjusted to the HARN may be as much as 5 AE7337.decimeters. This will result in a significant loss of accuracy AE7337.over lines crossing such state borders. AE7337 AE7337 AE7337.The horizontal coordinates were established by classical geodetic methods AE7337.and adjusted by the National Geodetic Survey in March 1998. AE7337 AE7337.The orthometric height was determined by differential leveling AE7337.and adjusted by the National Geodetic Survey in September 1998. AE7337 AE7337.The Laplace correction was computed from DEFLEC99 derived deflections. AE7337 AE7337.The geoid height was determined by GEOID03. AE7337 AE7337.The dynamic height is computed by dividing the NAVD 88 AE7337.geopotential number by the normal gravity value computed on the AE7337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7337.degrees latitude (g = 980.6199 gals.). AE7337 AE7337.The modeled gravity was interpolated from observed gravity values. AE7337 AE7337; North East Units Scale Factor Converg. AE7337;SPC NC - 238,528.828 634,398.844 MT 0.99993646 +0 09 30.8 AE7337;SPC NC - 782,573.33 2,081,356.87 sFT 0.99993646 +0 09 30.8 AE7337;UTM 17 - 3,975,236.357 705,289.066 MT 1.00011933 +1 20 03.4 AE7337 AE7337! - Elev Factor x Scale Factor = Combined Factor AE7337!SPC NC - 0.99997936 x 0.99993646 = 0.99991582 AE7337!UTM 17 - 0.99997936 x 1.00011933 = 1.00009868 AE7337 AE7337 SUPERSEDED SURVEY CONTROL AE7337 AE7337 NGVD 29 (03/10/98) 164.04 (m) 538.2 (f) LEVELING 3 AE7337 AE7337.Superseded values are not recommended for survey control. AE7337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7337.See file dsdata.txt to determine how the superseded data were derived. AE7337 AE7337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0528975236(NAD 83) AE7337_MARKER: DH = HORIZONTAL CONTROL DISK AE7337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7337_STAMPING: PROVIDENCE 1986 AE7337_MARK LOGO: NCGS AE7337_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7337+STABILITY: SURFACE MOTION AE7337_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AE7337+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005 AE7337 AE7337 HISTORY - Date Condition Report By AE7337 HISTORY - 1986 MONUMENTED NCGS AE7337 HISTORY - 19870101 GOOD NCGS AE7337 HISTORY - 20050810 GOOD USPSQD AE7337 AE7337 STATION DESCRIPTION AE7337 AE7337'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7337'STATION IS LOCATED ABOUT 15.4 KM (9.55 MI) NORTH-NORTHWEST OF CAPITOL AE7337'SQUARE (IN RALEIGH), IN LEESVILLE COMMUNITY. AT THE INTERSECTION OF SR AE7337'1822 (LEESVILLE ROAD) AND SPRINGDALE DRIVE (ENTRANCE TO SPRINGDALE AE7337'GARDENS), IN THE NORTHEAST QUADRANT OF THE T-INTERSECTION, AND ACROSS AE7337'THE ROAD FROM PROVIDENCE BAPTIST CHURCH. MARK IS RECESSED 2 INCHES AE7337'BELOW GROUND AND LEVEL WITH ROAD. LOCATED 5.6 M (18.4 FT) EAST OF THE AE7337'CENTERLINE OF SR 1822, 16.1 M (52.8 FT) NORTH OF THE CENTERLINE OF AE7337'SPRINGDALE DRIVE, 19.5 M (64.0 FT) WEST OF THE CENTER OF A CONCRETE AE7337'DRIVE, 26.0 M (85.3 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE AE7337'GARAGE OF HOUSE, 23.9 M (78.4 FT) WEST-NORTHWEST OF THE NORTH END OF A AE7337'BRICK SPRINGDALE GARDENS SIGN, 55.9 M (183.4 FT) SOUTH OF A TELEPHONE AE7337'PEDESTAL, AND 17.1 M (56.1 FT) WEST OF A STREET LAMP POLE WITH A AE7337'REFERENCE TAG. AE7337 AE7337 STATION RECOVERY (1987) AE7337 AE7337'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7337'RECOVERED AS DESCRIBED. AE7337 AE7337 STATION RECOVERY (2005) AE7337 AE7337'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) AE7337'N 35 53.996 AE7337'W 078 43.515 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6436 *********************************************************************** EZ6436 DESIGNATION - PULLEN EZ6436 PID - EZ6436 EZ6436 STATE/COUNTY- NC/WAKE EZ6436 USGS QUAD - RALEIGH WEST (1988) EZ6436 EZ6436 *CURRENT SURVEY CONTROL EZ6436 ___________________________________________________________________ EZ6436* NAD 83(1986)- 35 46 42.85576(N) 078 39 49.14023(W) ADJUSTED EZ6436* NAVD 88 - 95.965 (meters) 314.85 (feet) ADJUSTED EZ6436 ___________________________________________________________________ EZ6436 LAPLACE CORR- -7.21 (seconds) DEFLEC99 EZ6436 GEOID HEIGHT- -32.80 (meters) GEOID03 EZ6436 DYNAMIC HT - 95.882 (meters) 314.57 (feet) COMP EZ6436 MODELED GRAV- 979,770.0 (mgal) NAVD 88 EZ6436 EZ6436 HORZ ORDER - SECOND EZ6436 VERT ORDER - SECOND CLASS I EZ6436 EZ6436.The North Carolina HARNS have been completed but, EZ6436.due to contractual restrictions, coordinates for these stations EZ6436.will NOT be published in the near future. In the interim, the EZ6436.published coordinates in North Carolina will not be EZ6436.consistent with the Continuously Operating Reference Stations EZ6436.(CORS). The HARN coordinates for these stations are available EZ6436.upon request. Contact Gary Thompson(919-733-3836). EZ6436. EZ6436.In addition, the published North Carolina positions EZ6436.(NAD 83 (1986)) are NOT consistent with those determined in EZ6436.adjacent state readjustments. The discontinuity between stations EZ6436.located in North Carolina and those in adjacent states EZ6436.which have been adjusted to the HARN may be as much as 5 EZ6436.decimeters. This will result in a significant loss of accuracy EZ6436.over lines crossing such state borders. EZ6436 EZ6436 EZ6436.The horizontal coordinates were established by classical geodetic methods EZ6436.and adjusted by the National Geodetic Survey in March 1992. EZ6436 EZ6436.The orthometric height was determined by differential leveling EZ6436.and adjusted by the National Geodetic Survey in December 1991. EZ6436 EZ6436.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6436 EZ6436.The geoid height was determined by GEOID03. EZ6436 EZ6436.The dynamic height is computed by dividing the NAVD 88 EZ6436.geopotential number by the normal gravity value computed on the EZ6436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6436.degrees latitude (g = 980.6199 gals.). EZ6436 EZ6436.The modeled gravity was interpolated from observed gravity values. EZ6436 EZ6436; North East Units Scale Factor Converg. EZ6436;SPC NC - 225,084.744 640,009.671 MT 0.99991476 +0 11 38.9 EZ6436;SPC NC - 738,465.53 2,099,765.06 sFT 0.99991476 +0 11 38.9 EZ6436;UTM 17 - 3,961,907.273 711,175.411 MT 1.00014955 +1 21 59.3 EZ6436 EZ6436! - Elev Factor x Scale Factor = Combined Factor EZ6436!SPC NC - 0.99999009 x 0.99991476 = 0.99990485 EZ6436!UTM 17 - 0.99999009 x 1.00014955 = 1.00013964 EZ6436 EZ6436 SUPERSEDED SURVEY CONTROL EZ6436 EZ6436 NAVD 88 (03/04/92) 95.96 (m) 314.8 (f) LEVELING 3 EZ6436 EZ6436.Superseded values are not recommended for survey control. EZ6436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6436.See file dsdata.txt to determine how the superseded data were derived. EZ6436 EZ6436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1117561907(NAD 83) EZ6436_MARKER: DH = HORIZONTAL CONTROL DISK EZ6436_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. EZ6436_SP_SET: TRAFFIC ISLAND EZ6436_STAMPING: PULLEN 1988 EZ6436_MARK LOGO: NCGS EZ6436_MAGNETIC: N = NO MAGNETIC MATERIAL EZ6436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ6436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6436+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005 EZ6436 EZ6436 HISTORY - Date Condition Report By EZ6436 HISTORY - 1988 MONUMENTED NCGS EZ6436 HISTORY - 1989 GOOD USPSQD EZ6436 HISTORY - 20030307 GOOD USPSQD EZ6436 HISTORY - 20040520 GOOD USPSQD EZ6436 HISTORY - 20050724 GOOD USPSQD EZ6436 EZ6436 STATION DESCRIPTION EZ6436 EZ6436'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ6436'STATION IS LOCATED IN SOUTHWEST RALEIGH AT PULLEN PARK. EZ6436'ALONG WESTERN BOULEVARD FOR 3.4 KM (2.1 MI) SOUTHEAST FROM THE EZ6436'BELTLINE-US 1-, AT ASHE AVENUE IN CONCRETE MEDIAN. EZ6436'STATION IS A STANDARD NCGS DISK STAMPED---PULLEN 1988---, SET IN A EZ6436'DRILLED HOLE IN CONCRETE TRAFFIC ISLAND, LEVEL WITH ROAD. LOCATED EZ6436'14.0 M (45.9 FT) NORTHEAST OF THE CENTERLINE OF WESTBOUND LANES OF EZ6436'WESTERN BOULEVARD, 7.8 M (25.6 FT) WEST-SOUTHWEST OF NORTHEAST END EZ6436'OF TRAFFIC ISLAND, 25.7 M (84.3 FT) SOUTHEAST OF SOUTHWEST END OF EZ6436'PULLEN PARK ROCK SIGN, 22.3 M (73.2 FT) WEST-NORTHWEST OF METAL GAS EZ6436'PUMP LIGHTPOST, AND 18.8 M (61.7 FT) EAST OF TELEPHONE MANHOLE EZ6436'COVER. EZ6436 EZ6436 STATION RECOVERY (1989) EZ6436 EZ6436'RECOVERY NOTE BY US POWER SQUADRON 1989 (JGW) EZ6436'RECOVERED IN GOOD CONDITION. EZ6436 EZ6436 STATION RECOVERY (2003) EZ6436 EZ6436'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ6436'RECOVERED IN GOOD CONDITION. EZ6436 EZ6436 STATION RECOVERY (2004) EZ6436 EZ6436'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ6436'RECOVERED IN GOOD CONDITION. EZ6436 EZ6436 STATION RECOVERY (2005) EZ6436 EZ6436'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM) EZ6436'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2669 *********************************************************************** EZ2669 DESIGNATION - PUMP EZ2669 PID - EZ2669 EZ2669 STATE/COUNTY- NC/WAKE EZ2669 USGS QUAD - LAKE WHEELER (1993) EZ2669 EZ2669 *CURRENT SURVEY CONTROL EZ2669 ___________________________________________________________________ EZ2669* NAD 83(1986)- 35 40 30.21241(N) 078 37 43.16136(W) ADJUSTED EZ2669* NAVD 88 - 85.210 (meters) 279.56 (feet) ADJUSTED EZ2669 ___________________________________________________________________ EZ2669 LAPLACE CORR- -7.24 (seconds) DEFLEC99 EZ2669 GEOID HEIGHT- -33.16 (meters) GEOID03 EZ2669 DYNAMIC HT - 85.134 (meters) 279.31 (feet) COMP EZ2669 MODELED GRAV- 979,751.5 (mgal) NAVD 88 EZ2669 EZ2669 HORZ ORDER - SECOND EZ2669 VERT ORDER - SECOND CLASS I EZ2669 EZ2669.The North Carolina HARNS have been completed but, EZ2669.due to contractual restrictions, coordinates for these stations EZ2669.will NOT be published in the near future. In the interim, the EZ2669.published coordinates in North Carolina will not be EZ2669.consistent with the Continuously Operating Reference Stations EZ2669.(CORS). The HARN coordinates for these stations are available EZ2669.upon request. Contact Gary Thompson(919-733-3836). EZ2669. EZ2669.In addition, the published North Carolina positions EZ2669.(NAD 83 (1986)) are NOT consistent with those determined in EZ2669.adjacent state readjustments. The discontinuity between stations EZ2669.located in North Carolina and those in adjacent states EZ2669.which have been adjusted to the HARN may be as much as 5 EZ2669.decimeters. This will result in a significant loss of accuracy EZ2669.over lines crossing such state borders. EZ2669 EZ2669 EZ2669.The horizontal coordinates were established by classical geodetic methods EZ2669.and adjusted by the National Geodetic Survey in December 1990. EZ2669 EZ2669.The orthometric height was determined by differential leveling EZ2669.and adjusted by the National Geodetic Survey in June 1991. EZ2669 EZ2669.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2669 EZ2669.The geoid height was determined by GEOID03. EZ2669 EZ2669.The dynamic height is computed by dividing the NAVD 88 EZ2669.geopotential number by the normal gravity value computed on the EZ2669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2669.degrees latitude (g = 980.6199 gals.). EZ2669 EZ2669.The modeled gravity was interpolated from observed gravity values. EZ2669 EZ2669; North East Units Scale Factor Converg. EZ2669;SPC NC - 213,612.100 643,216.337 MT 0.99989981 +0 12 51.6 EZ2669;SPC NC - 700,825.70 2,110,285.60 sFT 0.99989981 +0 12 51.6 EZ2669;UTM 17 - 3,950,499.673 714,616.681 MT 1.00016762 +1 23 00.5 EZ2669 EZ2669! - Elev Factor x Scale Factor = Combined Factor EZ2669!SPC NC - 0.99999183 x 0.99989981 = 0.99989164 EZ2669!UTM 17 - 0.99999183 x 1.00016762 = 1.00015945 EZ2669 EZ2669 SUPERSEDED SURVEY CONTROL EZ2669 EZ2669 NGVD 29 (12/03/90) 85.45 (m) 280.3 (f) LEVELING 3 EZ2669 EZ2669.Superseded values are not recommended for survey control. EZ2669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2669.See file dsdata.txt to determine how the superseded data were derived. EZ2669 EZ2669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1461750500(NAD 83) EZ2669_MARKER: DE = TRAVERSE STATION DISK EZ2669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2669_SP_SET: CONCRETE POST EZ2669_STAMPING: PUMP 1978 EZ2669_MARK LOGO: NCGS EZ2669_PROJECTION: RECESSED 3 CENTIMETERS EZ2669_MAGNETIC: N = NO MAGNETIC MATERIAL EZ2669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2669+STABILITY: SURFACE MOTION EZ2669_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ2669+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2005 EZ2669 EZ2669 HISTORY - Date Condition Report By EZ2669 HISTORY - 1978 MONUMENTED NCGS EZ2669 HISTORY - 1978 GOOD NCGS EZ2669 HISTORY - 20050530 GOOD USPSQD EZ2669 EZ2669 STATION DESCRIPTION EZ2669 EZ2669'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ2669'THE STATION IS LOCATED APPROXIMATELY 2.6 MILES SOUTH-SOUTHWEST OF EZ2669'GARNER. EZ2669' EZ2669'TO REACH THE STATION FROM THE Y INTERSECTION OF SR 2794 (SEVENTH EZ2669'AVENUE) AND SR 2710 (AVERSBORO ROAD) AT THE TOWN HALL IN GARNER, EZ2669'PROCEED SOUTH ALONG SR 2710 FOR 2.0 MILES TO T INTERSECTION WITH EZ2669'SR 2711 (BUFFALO ROAD), THENCE SOUTHWEST ALONG SR 2711 FOR 0.25 MILE EZ2669'TO STATION ON THE RIGHT IN YARD OF ABANDONED FARM HOUSE WITH GASOLINE EZ2669'PUMP AND 0.2 MILE NORTHEAST OF SR 2711 BRIDGE OVER LAKE BENSON. EZ2669' EZ2669'STATION MARK IS A STANDARD DISK STAMPED---PUMP 1978---SET IN THE TOP EZ2669'OF A CONCRETE CYLINDER WHICH IS 1 INCH BELOW THE GROUND SURFACE. THE EZ2669'MARK IS 30.5 FEET NORTH-NORTHWEST OF CENTERLINE OF SR 2711, 39.0 FEET EZ2669'SOUTHEAST OF SOUTHEAST CORNER OF ABANDONED FARM HOUSE, 56.7 FEET EZ2669'SOUTHWEST OF WEST FACE OF GAS PUMP, 18.2 FEET EAST-SOUTHEAST OF POWER EZ2669'POLE WITH TRANSFORMER, TELEPHONE PEDESTAL AND REFERENCE TAG, 50.3 FEET EZ2669'SOUTH-SOUTHWEST OF 18 INCH PECAN WITH REFERENCE TAG AND 11.8 FEET EZ2669'NORTHWEST OF SOUTH END OF CULVERT UNDER DRIVE. EZ2669 EZ2669 STATION RECOVERY (1978) EZ2669 EZ2669'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EZ2669'2.6 MI SSW FROM GARNER. EZ2669'TO REACH STATION FROM THE FORKS OF SR 2794 (SEVENTH AVENUE) AND SR EZ2669'2710 (AVERSBORO ROAD) AT THE TOWN HALL IN GARNER, PROCEED SOUTH EZ2669'ALONG SR 2710 FOR 2.0 MILES TO INTERSECTION WITH SR 2711 (BUFFALO EZ2669'ROAD), THENCE SOUTHWEST ALONG SR 2711 FOR 0.25 MILE TO STATION ON EZ2669'RIGHT IN YARD OF ABANDONED FARM HOUSE WITH GASOLINE PUMP, AND 0.2 MILE EZ2669'NORTHEAST OF SR 2711 BRIDGE OVER LAKE BENSON, 30.5 FEET EZ2669'NORTH-NORTHWEST OF CENTERLINE OF SR 2711, 39.0 FEET SOUTHEAST OF EZ2669'SOUTHEAST CORNER OF ABANDONED FARM HOUSE, 56.7 FEET SOUTHWEST OF WEST EZ2669'FACE OFGAS PUMP, 18.2 FEET EAST-SOUTHEAST OF POWER POLE WITH EZ2669'TRANSFORMER AND TELEPHONE PEDESTAL AND WITH REFERENCE TAG, 50.3 FEET EZ2669'SOUTH-SOUTHWEST OF 18 INCH PECAN WITH REFERENCE TAG, AND 11.8 FEET EZ2669'NORTHWEST OF SOUTH END OF CULVERT UNDER DRIVE. EZ2669'THE MARK IS 1 FT BELOW ROAD. EZ2669 EZ2669 STATION RECOVERY (2005) EZ2669 EZ2669'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ2669'N 35 40.503 EZ2669'W 078 37.717 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4409 *********************************************************************** EZ4409 DESIGNATION - PURE EZ4409 PID - EZ4409 EZ4409 STATE/COUNTY- NC/WAKE EZ4409 USGS QUAD - ZEBULON (1981) EZ4409 EZ4409 *CURRENT SURVEY CONTROL EZ4409 ___________________________________________________________________ EZ4409* NAD 83(1986)- 35 49 44.20975(N) 078 17 37.05246(W) ADJUSTED EZ4409* NAVD 88 - 88.6 (meters) 291. (feet) VERTCON EZ4409 ___________________________________________________________________ EZ4409 LAPLACE CORR- -3.35 (seconds) DEFLEC99 EZ4409 GEOID HEIGHT- -34.07 (meters) GEOID03 EZ4409 EZ4409 HORZ ORDER - SECOND EZ4409 EZ4409.The North Carolina HARNS have been completed but, EZ4409.due to contractual restrictions, coordinates for these stations EZ4409.will NOT be published in the near future. In the interim, the EZ4409.published coordinates in North Carolina will not be EZ4409.consistent with the Continuously Operating Reference Stations EZ4409.(CORS). The HARN coordinates for these stations are available EZ4409.upon request. Contact Gary Thompson(919-733-3836). EZ4409. EZ4409.In addition, the published North Carolina positions EZ4409.(NAD 83 (1986)) are NOT consistent with those determined in EZ4409.adjacent state readjustments. The discontinuity between stations EZ4409.located in North Carolina and those in adjacent states EZ4409.which have been adjusted to the HARN may be as much as 5 EZ4409.decimeters. This will result in a significant loss of accuracy EZ4409.over lines crossing such state borders. EZ4409 EZ4409 EZ4409.The horizontal coordinates were established by classical geodetic methods EZ4409.and adjusted by the National Geodetic Survey in July 1986. EZ4409 EZ4409.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4409 EZ4409.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4409 EZ4409.The geoid height was determined by GEOID03. EZ4409 EZ4409; North East Units Scale Factor Converg. EZ4409;SPC NC - 230,849.342 673,422.348 MT 0.99992322 +0 24 27.7 EZ4409;SPC NC - 757,378.22 2,209,386.49 sFT 0.99992322 +0 24 27.7 EZ4409;UTM 17 - 3,968,357.768 744,473.591 MT 1.00033654 +1 35 06.0 EZ4409 EZ4409! - Elev Factor x Scale Factor = Combined Factor EZ4409!SPC NC - 0.99999144 x 0.99992322 = 0.99991466 EZ4409!UTM 17 - 0.99999144 x 1.00033654 = 1.00032798 EZ4409 EZ4409 SUPERSEDED SURVEY CONTROL EZ4409 EZ4409 NAD 27 - 35 49 43.65555(N) 078 17 38.05650(W) AD( ) 2 EZ4409 NGVD 29 (07/19/86) 88.9 (m) 292. (f) VERT ANG EZ4409 EZ4409.Superseded values are not recommended for survey control. EZ4409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4409.See file dsdata.txt to determine how the superseded data were derived. EZ4409 EZ4409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4447468358(NAD 83) EZ4409_MARKER: DE = TRAVERSE STATION DISK EZ4409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4409_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4409_STAMPING: PURE 1969 EZ4409_MARK LOGO: NCGS EZ4409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4409+STABILITY: SURFACE MOTION EZ4409 EZ4409 HISTORY - Date Condition Report By EZ4409 HISTORY - 1969 MONUMENTED NCGS EZ4409 HISTORY - 1978 MARK NOT FOUND NCGS EZ4409 EZ4409 STATION DESCRIPTION EZ4409 EZ4409'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ4409'PURE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ4409'THE VICINITY OF ZEBULON, NORTH CAROLINA. EZ4409' EZ4409'PURE IS LOCATED APPROXIMATELY 1.4 MILES ENE OF ZEBULON. TO EZ4409'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 64 AND NC EZ4409'96 IN ZEBULON, GO EAST ON U.S. 64 FOR 0.05 MILE TO INTERSECTION EZ4409'OF U.S. 64 AND U.S. 264, TURN RIGHT (EAST) ON U.S. 264 FOR 1.05 EZ4409'MILE TO INTERSECTION OF U.S. 264 AND NC 97, TURN RIGHT ON U.S. EZ4409'264 FOR 0.1 MILE TO STATION ON NORTH SIDE OF ROAD, AND IN EZ4409'SOUTHEAST CORNER OF PROPERTY WITH PURE GAS STATION. EZ4409' EZ4409'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ4409'PURE 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ4409'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ4409' EZ4409'MARK IS EZ4409' EZ4409'60.8 FT SW OF DIESEL FUEL SIGN EZ4409' EZ4409'40.5 FT SSE OF W END OF PURE GAS PUMPS EZ4409' EZ4409'34.0 FT SSE OF E END OF PURE GAS PUMPS EZ4409' EZ4409'30.7 FT NNE OF C/L OF U.S. 264 EZ4409' EZ4409'60.6 FT N OF SIGN POST WITH ALUMINUM REF. TAG EZ4409' EZ4409'80.7 FT SE OF SE CORNER OF PURE STATION TIRE REPAIR SHOP EZ4409 EZ4409 STATION RECOVERY (1978) EZ4409 EZ4409'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (HGG) EZ4409'THE STATION WAS SEARCHED FOR BUT NOT FOUND, PROBABLY DESTROYED. EZ4409'REFERENCES PLACE MONUMENT IN A DRIVEWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3276 *********************************************************************** EZ3276 DESIGNATION - QUARRY EZ3276 PID - EZ3276 EZ3276 STATE/COUNTY- NC/WAKE EZ3276 USGS QUAD - RALEIGH EAST (1993) EZ3276 EZ3276 *CURRENT SURVEY CONTROL EZ3276 ___________________________________________________________________ EZ3276* NAD 83(1986)- 35 45 31.29704(N) 078 36 47.78000(W) ADJUSTED EZ3276* NAVD 88 - 78.775 (meters) 258.45 (feet) ADJUSTED EZ3276 ___________________________________________________________________ EZ3276 LAPLACE CORR- -7.84 (seconds) DEFLEC99 EZ3276 GEOID HEIGHT- -33.08 (meters) GEOID03 EZ3276 DYNAMIC HT - 78.706 (meters) 258.22 (feet) COMP EZ3276 MODELED GRAV- 979,760.1 (mgal) NAVD 88 EZ3276 EZ3276 HORZ ORDER - SECOND EZ3276 VERT ORDER - SECOND CLASS I EZ3276 EZ3276.The North Carolina HARNS have been completed but, EZ3276.due to contractual restrictions, coordinates for these stations EZ3276.will NOT be published in the near future. In the interim, the EZ3276.published coordinates in North Carolina will not be EZ3276.consistent with the Continuously Operating Reference Stations EZ3276.(CORS). The HARN coordinates for these stations are available EZ3276.upon request. Contact Gary Thompson(919-733-3836). EZ3276. EZ3276.In addition, the published North Carolina positions EZ3276.(NAD 83 (1986)) are NOT consistent with those determined in EZ3276.adjacent state readjustments. The discontinuity between stations EZ3276.located in North Carolina and those in adjacent states EZ3276.which have been adjusted to the HARN may be as much as 5 EZ3276.decimeters. This will result in a significant loss of accuracy EZ3276.over lines crossing such state borders. EZ3276 EZ3276 EZ3276.The horizontal coordinates were established by classical geodetic methods EZ3276.and adjusted by the National Geodetic Survey in December 1992. EZ3276 EZ3276.The orthometric height was determined by differential leveling EZ3276.and adjusted by the National Geodetic Survey in June 1991. EZ3276 EZ3276.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3276 EZ3276.The geoid height was determined by GEOID03. EZ3276 EZ3276.The dynamic height is computed by dividing the NAVD 88 EZ3276.geopotential number by the normal gravity value computed on the EZ3276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ3276.degrees latitude (g = 980.6199 gals.). EZ3276 EZ3276.The modeled gravity was interpolated from observed gravity values. EZ3276 EZ3276; North East Units Scale Factor Converg. EZ3276;SPC NC - 222,896.046 644,572.760 MT 0.99991164 +0 13 23.5 EZ3276;SPC NC - 731,284.78 2,114,735.80 sFT 0.99991164 +0 13 23.5 EZ3276;UTM 17 - 3,959,811.861 715,783.465 MT 1.00017380 +1 23 43.0 EZ3276 EZ3276! - Elev Factor x Scale Factor = Combined Factor EZ3276!SPC NC - 0.99999283 x 0.99991164 = 0.99990447 EZ3276!UTM 17 - 0.99999283 x 1.00017380 = 1.00016663 EZ3276 EZ3276 SUPERSEDED SURVEY CONTROL EZ3276 EZ3276 NGVD 29 (12/28/92) 79.05 (m) 259.3 (f) LEVELING 3 EZ3276 EZ3276.Superseded values are not recommended for survey control. EZ3276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3276.See file dsdata.txt to determine how the superseded data were derived. EZ3276 EZ3276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1578359812(NAD 83) EZ3276_MARKER: DE = TRAVERSE STATION DISK EZ3276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3276_SP_SET: CONCRETE POST EZ3276_STAMPING: QUARRY 1984 EZ3276_MARK LOGO: NCGS EZ3276_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ3276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3276+STABILITY: SURFACE MOTION EZ3276 EZ3276 HISTORY - Date Condition Report By EZ3276 HISTORY - 1984 MONUMENTED NCGS EZ3276 HISTORY - 1984 GOOD NCGS EZ3276 EZ3276 STATION DESCRIPTION EZ3276 EZ3276'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ3276'THE STATION IS LOCATED ABOUT 3.4 KM (2.1 MI) SOUTHEAST OF THE EZ3276'CAPITOL SQUARE IN RALEIGH. EZ3276' EZ3276'AT THE ROCK QUARRY ROAD OVERPASS OF I 40, ABOUT 200 FT NORTH OF EZ3276'THE BRIDGE. EZ3276' EZ3276'THE STATION IS A STANDARD NCGS DISK STAMPED---QUARRY 1984---, EZ3276'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ3276'25 CM IN DIAMETER RECESSED 8 CM BELOW GROUND. LOCATED EZ3276'16.8 METERS (55 FT) WEST OF THE CENTER OF A CONCRETE MEDIAN IN ROCK EZ3276'QUARRY ROAD, EZ3276'63.8 METERS (209.4 FT) NORTH OF THE NORTH END OF THE WEST BRIDGE EZ3276'RAIL, EZ3276'30.8 METERS (101.0 FT) SOUTH OF THE CENTER OF A CONCRETE ISLAND IN EZ3276'THE WESTERN ACCESS RAMP, EZ3276'3.8 METERS (12.3 FT) NORTH OF THE NORTH END OF THE WEST GUARD RAIL, EZ3276'AND 24.7 METERS (81.0 FT) SOUTHEAST OF A BRACE POLE WITH A REFERENCE EZ3276'TAG. EZ3276' EZ3276'MARK IS 1 FT BELOW HIGHWAY LEVEL. EZ3276 EZ3276 STATION RECOVERY (1984) EZ3276 EZ3276'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ3276'3.4 KM (2.1 MI) SE FROM RALEIGH. EZ3276'THE STATION IS LOCATED ABOUT 3.4 KM (2.1 MI) SOUTHEAST OF THE CAPITOL EZ3276'SQUARE IN RALEIGH. AT THE ROCK QUARRY ROAD OVERPASS OF I 40, ABOUT EZ3276'200 FT NORTH OF THE BRIDGE. THE STATION IS A STANDARD NCGS DISK EZ3276'STAMPED---QUARRY 1984---, SET INTO THE TOP OF A ROUND CONCRETE EZ3276'MONUMENT 25 CM IN DIAMETER RECESSED 8 CM BELOW GROUND. LOCATED 16.8 EZ3276'METERS (55 FT) WEST OF THE CENTER OF A CONCRETE MEDIAN IN ROCK QUARRY EZ3276'ROAD, 63.8 METERS (209.4 FT) NORTH OF THE NORTH END OF THE WEST EZ3276'BRIDGE RAIL, 30.8 METERS (101.0 FT) SOUTH OF THE CENTER OF A CONCRETE EZ3276'ISLAND IN THE WESTERN ACCESS RAMP, 3.8 METERS (12.3 FT) NORTH OF THE EZ3276'NORTH END OF THE WEST GUARD RAIL, AND 24.7 METERS (81.0 FT) SOUTHEAST EZ3276'OF A BRACE POLE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7474 *********************************************************************** AE7474 DESIGNATION - RAIL AE7474 PID - AE7474 AE7474 STATE/COUNTY- NC/WAKE AE7474 USGS QUAD - RALEIGH EAST (1993) AE7474 AE7474 *CURRENT SURVEY CONTROL AE7474 ___________________________________________________________________ AE7474* NAD 83(1986)- 35 51 36.21880(N) 078 35 50.54859(W) ADJUSTED AE7474* NAVD 88 - 100.619 (meters) 330.11 (feet) ADJUSTED AE7474 ___________________________________________________________________ AE7474 LAPLACE CORR- -7.59 (seconds) DEFLEC99 AE7474 GEOID HEIGHT- -32.89 (meters) GEOID03 AE7474 DYNAMIC HT - 100.533 (meters) 329.83 (feet) COMP AE7474 MODELED GRAV- 979,776.1 (mgal) NAVD 88 AE7474 AE7474 HORZ ORDER - SECOND AE7474 VERT ORDER - SECOND CLASS II AE7474 AE7474.The North Carolina HARNS have been completed but, AE7474.due to contractual restrictions, coordinates for these stations AE7474.will NOT be published in the near future. In the interim, the AE7474.published coordinates in North Carolina will not be AE7474.consistent with the Continuously Operating Reference Stations AE7474.(CORS). The HARN coordinates for these stations are available AE7474.upon request. Contact Gary Thompson(919-733-3836). AE7474. AE7474.In addition, the published North Carolina positions AE7474.(NAD 83 (1986)) are NOT consistent with those determined in AE7474.adjacent state readjustments. The discontinuity between stations AE7474.located in North Carolina and those in adjacent states AE7474.which have been adjusted to the HARN may be as much as 5 AE7474.decimeters. This will result in a significant loss of accuracy AE7474.over lines crossing such state borders. AE7474 AE7474 AE7474.The horizontal coordinates were established by classical geodetic methods AE7474.and adjusted by the National Geodetic Survey in February 1998. AE7474 AE7474.The orthometric height was determined by differential leveling AE7474.and adjusted by the National Geodetic Survey in September 1998. AE7474 AE7474.The Laplace correction was computed from DEFLEC99 derived deflections. AE7474 AE7474.The geoid height was determined by GEOID03. AE7474 AE7474.The dynamic height is computed by dividing the NAVD 88 AE7474.geopotential number by the normal gravity value computed on the AE7474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7474.degrees latitude (g = 980.6199 gals.). AE7474 AE7474.The modeled gravity was interpolated from observed gravity values. AE7474 AE7474; North East Units Scale Factor Converg. AE7474;SPC NC - 234,148.010 645,964.750 MT 0.99992884 +0 13 56.6 AE7474;SPC NC - 768,200.60 2,119,302.68 sFT 0.99992884 +0 13 56.6 AE7474;UTM 17 - 3,971,092.877 716,944.951 MT 1.00017998 +1 24 28.9 AE7474 AE7474! - Elev Factor x Scale Factor = Combined Factor AE7474!SPC NC - 0.99998937 x 0.99992884 = 0.99991821 AE7474!UTM 17 - 0.99998937 x 1.00017998 = 1.00016935 AE7474 AE7474 SUPERSEDED SURVEY CONTROL AE7474 AE7474 NGVD 29 (02/27/98) 100.90 (m) 331.0 (f) LEVELING 3 AE7474 AE7474.Superseded values are not recommended for survey control. AE7474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7474.See file dsdata.txt to determine how the superseded data were derived. AE7474 AE7474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1694571093(NAD 83) AE7474_MARKER: DH = HORIZONTAL CONTROL DISK AE7474_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN AE7474+WITH SETTING: PAVEMENT AE7474_SP_SET: BRIDGE FLOOR AE7474_STAMPING: RAIL 1987 AE7474_MARK LOGO: NCGS AE7474_MAGNETIC: N = NO MAGNETIC MATERIAL AE7474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7474+STABILITY: SURFACE MOTION AE7474 AE7474 HISTORY - Date Condition Report By AE7474 HISTORY - 1987 MONUMENTED NCGS AE7474 HISTORY - 19870101 GOOD NCGS AE7474 AE7474 STATION DESCRIPTION AE7474 AE7474'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7474'STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) NORTH-NORTHEAST OF CAPITAL AE7474'SQUARE IN RALEIGH. ALONG SPRING FOREST ROAD FOR 1.7 KM (1.05 MI) WEST AE7474'FROM US 1 (CAPITAL BOULEVARD) TO A RAILROAD BRIDGE OVERPASS, IN THE AE7474'NORTHWEST CORNER OF THE BRIDGE FLOOR. MARK IS LEVEL WITH TRACKS. AE7474'LOCATED 0.6 M (2.0 FT) EAST-SOUTHEAST OF THE NORTHWEST BRIDGE RAIL, AE7474'1.7 M (5.6 FT) WEST-NORTHWEST OF THE WEST RAIL OF THE TRACKS, 4.5 M AE7474'(14.8 FT) SOUTH-SOUTHWEST OF THE NORTHWEST END OF THE BRIDGE, 10.3 M AE7474'(33.8 FT) WEST-NORTHWEST OF THE NORTHEAST END OF THE BRIDGE, 15.6 M AE7474'(51.2 FT) WEST OF A TELEGRAPH POLE WITH A REFERENCE TAG. AE7474 AE7474 STATION RECOVERY (1987) AE7474 AE7474'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7474'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6593 *********************************************************************** EZ6593 DESIGNATION - RAINWOOD EZ6593 PID - EZ6593 EZ6593 STATE/COUNTY- NC/WAKE EZ6593 USGS QUAD - WAKE FOREST (1987) EZ6593 EZ6593 *CURRENT SURVEY CONTROL EZ6593 ___________________________________________________________________ EZ6593* NAD 83(1986)- 35 53 42.82341(N) 078 37 08.52346(W) ADJUSTED EZ6593* NAVD 88 - 132.0 (meters) 433. (feet) VERTCON EZ6593 ___________________________________________________________________ EZ6593 LAPLACE CORR- -7.26 (seconds) DEFLEC99 EZ6593 GEOID HEIGHT- -32.70 (meters) GEOID03 EZ6593 EZ6593 HORZ ORDER - SECOND EZ6593 EZ6593.The North Carolina HARNS have been completed but, EZ6593.due to contractual restrictions, coordinates for these stations EZ6593.will NOT be published in the near future. In the interim, the EZ6593.published coordinates in North Carolina will not be EZ6593.consistent with the Continuously Operating Reference Stations EZ6593.(CORS). The HARN coordinates for these stations are available EZ6593.upon request. Contact Gary Thompson(919-733-3836). EZ6593. EZ6593.In addition, the published North Carolina positions EZ6593.(NAD 83 (1986)) are NOT consistent with those determined in EZ6593.adjacent state readjustments. The discontinuity between stations EZ6593.located in North Carolina and those in adjacent states EZ6593.which have been adjusted to the HARN may be as much as 5 EZ6593.decimeters. This will result in a significant loss of accuracy EZ6593.over lines crossing such state borders. EZ6593 EZ6593 EZ6593.The horizontal coordinates were established by classical geodetic methods EZ6593.and adjusted by the National Geodetic Survey in December 1992. EZ6593 EZ6593.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6593 EZ6593.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6593 EZ6593.The geoid height was determined by GEOID03. EZ6593 EZ6593; North East Units Scale Factor Converg. EZ6593;SPC NC - 238,042.116 643,993.568 MT 0.99993554 +0 13 11.6 EZ6593;SPC NC - 780,976.51 2,112,835.56 sFT 0.99993554 +0 13 11.6 EZ6593;UTM 17 - 3,974,946.637 714,893.758 MT 1.00016906 +1 23 47.4 EZ6593 EZ6593! - Elev Factor x Scale Factor = Combined Factor EZ6593!SPC NC - 0.99998441 x 0.99993554 = 0.99991995 EZ6593!UTM 17 - 0.99998441 x 1.00016906 = 1.00015347 EZ6593 EZ6593 SUPERSEDED SURVEY CONTROL EZ6593 EZ6593 NGVD 29 (12/28/92) 132.3 (m) 434. (f) VERT ANG EZ6593 EZ6593.Superseded values are not recommended for survey control. EZ6593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6593.See file dsdata.txt to determine how the superseded data were derived. EZ6593 EZ6593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1489474947(NAD 83) EZ6593_MARKER: DH = HORIZONTAL CONTROL DISK EZ6593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6593_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6593_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6593+STABILITY: SURFACE MOTION EZ6593 EZ6593 HISTORY - Date Condition Report By EZ6593 HISTORY - 1985 MONUMENTED NCGS EZ6593 EZ6593 STATION DESCRIPTION EZ6593 EZ6593'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ6593'THE STATION IS LOCATED ABOUT 4.2 KM (2.6 MI) NORTH OF MILLBROOK. EZ6593' EZ6593'ALONG FALLS OF NEUSE ROAD, 1.0 KM (0.6 MI) EAST FROM THE STRICKLAND EZ6593'ROAD (SR 1829) INTERSECTION, AT THE RAINWOOD LANE INTERSECTION, AND EZ6593'IN THE SOUTHWEST CORNER OF THE YARD OF LA PETITE PRESCHOOL, AT A EZ6593'POWER POLE. EZ6593' EZ6593'THE STATION IS A STANDARD NCGS DISK STAMPED---RAINWOOD 1985---, EZ6593'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6593'25 CM IN DIAMETER RECESSED 25 CM BELOW GROUND. LOCATED EZ6593'15.1 METERS (49.4 FT) SOUTH OF THE CENTERLINE OF SR 2000 (FALLS OF EZ6593'NEUSE ROAD), EZ6593'10.6 METERS (34.9 FT) EAST OF THE CENTERLINE OF RAINWOOD LANE (FROM EZ6593'A MANHOLE COVER), EZ6593'19.0 METERS (62.5 FT) SOUTHEAST OF THE CENTERLINE INTERSECTION OF EZ6593'THE ROAD AND LANE, EZ6593'36.2 METERS (118.7 FT) NORTHWEST OF THE NORTHWEST CORNER OF A EZ6593'BUILDING, EZ6593'5.2 METERS (16.9 FT) NORTHEAST OF A FIRE HYDRANT, AND EZ6593'1.0 METER (3.2 FT) WEST OF A POWER POLE WITH A TRANSFORMER AND A EZ6593'REFERENCE TAG. EZ6593' EZ6593'MARK IS LEVEL WITH THE INTERSECTION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5165 *********************************************************************** EZ5165 DESIGNATION - RALEIGH EZ5165 PID - EZ5165 EZ5165 STATE/COUNTY- NC/WAKE EZ5165 USGS QUAD - RALEIGH WEST (1988) EZ5165 EZ5165 *CURRENT SURVEY CONTROL EZ5165 ___________________________________________________________________ EZ5165* NAD 83(1986)- 35 46 37.55320(N) 078 38 20.57276(W) ADJUSTED EZ5165* NAVD 88 - 104. (meters) 341. (feet) SCALED EZ5165 ___________________________________________________________________ EZ5165 LAPLACE CORR- -7.43 (seconds) DEFLEC99 EZ5165 GEOID HEIGHT- -32.92 (meters) GEOID03 EZ5165 EZ5165 HORZ ORDER - SECOND EZ5165 EZ5165.The North Carolina HARNS have been completed but, EZ5165.due to contractual restrictions, coordinates for these stations EZ5165.will NOT be published in the near future. In the interim, the EZ5165.published coordinates in North Carolina will not be EZ5165.consistent with the Continuously Operating Reference Stations EZ5165.(CORS). The HARN coordinates for these stations are available EZ5165.upon request. Contact Gary Thompson(919-733-3836). EZ5165. EZ5165.In addition, the published North Carolina positions EZ5165.(NAD 83 (1986)) are NOT consistent with those determined in EZ5165.adjacent state readjustments. The discontinuity between stations EZ5165.located in North Carolina and those in adjacent states EZ5165.which have been adjusted to the HARN may be as much as 5 EZ5165.decimeters. This will result in a significant loss of accuracy EZ5165.over lines crossing such state borders. EZ5165 EZ5165 EZ5165.The horizontal coordinates were established by classical geodetic methods EZ5165.and adjusted by the National Geodetic Survey in July 1986. EZ5165 EZ5165.The orthometric height was scaled from a topographic map. EZ5165 EZ5165.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5165 EZ5165.The geoid height was determined by GEOID03. EZ5165 EZ5165; North East Units Scale Factor Converg. EZ5165;SPC NC - 224,929.142 642,234.460 MT 0.99991453 +0 12 30.0 EZ5165;SPC NC - 737,955.03 2,107,064.22 sFT 0.99991453 +0 12 30.0 EZ5165;UTM 17 - 3,961,797.198 713,403.455 MT 1.00016121 +1 22 50.9 EZ5165 EZ5165! - Elev Factor x Scale Factor = Combined Factor EZ5165!SPC NC - 0.99998889 x 0.99991453 = 0.99990342 EZ5165!UTM 17 - 0.99998889 x 1.00016121 = 1.00015009 EZ5165 EZ5165: Primary Azimuth Mark Grid Az EZ5165:SPC NC - EAST=M 20 178 22 14.9 EZ5165:UTM 17 - EAST=M 20 177 11 54.0 EZ5165 EZ5165|---------------------------------------------------------------------| EZ5165| PID Reference Object Distance Geod. Az | EZ5165| dddmmss.s | EZ5165| EZ5157 RALEIGH RM 20.611 METERS 11511 | EZ5165| EZ0737 EAST=M 20 APPROX. 1.2 KM 1783444.9 | EZ5165|---------------------------------------------------------------------| EZ5165 EZ5165 SUPERSEDED SURVEY CONTROL EZ5165 EZ5165 NAD 27 - 35 46 36.99800(N) 078 38 21.58200(W) AD( ) 2 EZ5165 EZ5165.Superseded values are not recommended for survey control. EZ5165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5165.See file dsdata.txt to determine how the superseded data were derived. EZ5165 EZ5165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1340361797(NAD 83) EZ5165_MARKER: Z = SEE DESCRIPTION EZ5165_SETTING: 0 = UNSPECIFIED SETTING EZ5165_MARK LOGO: CGS EZ5165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ5165 EZ5165 HISTORY - Date Condition Report By EZ5165 HISTORY - 1918 MONUMENTED CGS EZ5165 HISTORY - 20040613 MARK NOT FOUND USPSQD EZ5165 EZ5165 STATION DESCRIPTION EZ5165 EZ5165'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (MS) EZ5165'AT RALEIGH, ON ROOF OF NORTH CAROLINA BANK AND TRUST CO. BUILDING EZ5165'(FORMERLY CITIZENS NATIONAL BANK BUILDING), NEAR EZ5165'NORTHWEST CORNER OF ELEVATOR HOUSE, AND AT FOLLOWING DISTANCES EZ5165'FROM CORNERS--NORTHWEST CORNER, 1.962 METERS (6.44 FEET). EZ5165'SOUTHWEST CORNER, 4.472 METERS (14.67 FEET). SOUTHEAST CORNER, EZ5165'5.880 METERS (19.29 FEET). AND FROM SOUTHWEST CORNER OF CHIMNEY EZ5165'IN NORTHEAST CORNER, 3.293 METERS (10.80 FEET). EZ5165'STATION MARK (NOT DESCRIBED) WAS NOT RECOVERED IN 1933 DUE TO EZ5165'NEW ROOF HAVING BEEN LAID. EZ5165' EZ5165'RALEIGH REFERENCE MARK (SEE DESCRIPTION THEREOF) EZ5165'IS 20.600 METERS (67.59 FEET) FROM STATION S 64 DEG 49 MIN E. EZ5165' EZ5165'STATION RALEIGH 2 (SEE DESCRIPTION THEREOF) WAS EZ5165'ESTABLISHED IN 1933 IN APPROXIMATELY SAME LOCATION. EZ5165 EZ5165 STATION RECOVERY (2004) EZ5165 EZ5165'RECOVERY NOTE BY US POWER SQUADRON 2004 (PFM) EZ5165'BLDG NOT THE SAME BUILDING 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5166 *********************************************************************** EZ5166 DESIGNATION - RALEIGH 2 EZ5166 PID - EZ5166 EZ5166 STATE/COUNTY- NC/WAKE EZ5166 USGS QUAD - RALEIGH WEST (1988) EZ5166 EZ5166 *CURRENT SURVEY CONTROL EZ5166 ___________________________________________________________________ EZ5166* NAD 83(1986)- 35 46 37.56024(N) 078 38 20.56537(W) ADJUSTED EZ5166* NAVD 88 - 104. (meters) 341. (feet) SCALED EZ5166 ___________________________________________________________________ EZ5166 LAPLACE CORR- -7.43 (seconds) DEFLEC99 EZ5166 GEOID HEIGHT- -32.92 (meters) GEOID03 EZ5166 EZ5166 HORZ ORDER - FIRST EZ5166 EZ5166.The North Carolina HARNS have been completed but, EZ5166.due to contractual restrictions, coordinates for these stations EZ5166.will NOT be published in the near future. In the interim, the EZ5166.published coordinates in North Carolina will not be EZ5166.consistent with the Continuously Operating Reference Stations EZ5166.(CORS). The HARN coordinates for these stations are available EZ5166.upon request. Contact Gary Thompson(919-733-3836). EZ5166. EZ5166.In addition, the published North Carolina positions EZ5166.(NAD 83 (1986)) are NOT consistent with those determined in EZ5166.adjacent state readjustments. The discontinuity between stations EZ5166.located in North Carolina and those in adjacent states EZ5166.which have been adjusted to the HARN may be as much as 5 EZ5166.decimeters. This will result in a significant loss of accuracy EZ5166.over lines crossing such state borders. EZ5166 EZ5166 EZ5166.The horizontal coordinates were established by classical geodetic methods EZ5166.and adjusted by the National Geodetic Survey in July 1986. EZ5166 EZ5166.The orthometric height was scaled from a topographic map. EZ5166 EZ5166.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5166 EZ5166.The geoid height was determined by GEOID03. EZ5166 EZ5166; North East Units Scale Factor Converg. EZ5166;SPC NC - 224,929.360 642,234.645 MT 0.99991453 +0 12 30.0 EZ5166;SPC NC - 737,955.74 2,107,064.83 sFT 0.99991453 +0 12 30.0 EZ5166;UTM 17 - 3,961,797.419 713,403.635 MT 1.00016121 +1 22 50.9 EZ5166 EZ5166! - Elev Factor x Scale Factor = Combined Factor EZ5166!SPC NC - 0.99998888 x 0.99991453 = 0.99990342 EZ5166!UTM 17 - 0.99998888 x 1.00016121 = 1.00015009 EZ5166 EZ5166: Primary Azimuth Mark Grid Az EZ5166:SPC NC - RALEIGH RADIO STA WRAL MAST 101 44 06.7 EZ5166:UTM 17 - RALEIGH RADIO STA WRAL MAST 100 33 45.8 EZ5166 EZ5166|---------------------------------------------------------------------| EZ5166| PID Reference Object Distance Geod. Az | EZ5166| dddmmss.s | EZ5166| EZ6316 RALEIGH 2 RM 1 3.059 METERS 08820 | EZ5166| EZ5077 RALEIGH RADIO STA WRAL MAST APPROX. 1.9 KM 1015636.7 | EZ5166| EZ5157 RALEIGH RM 20.537 METERS 11557 | EZ5166| EZ5143 RALEIGH INS BUILDING FLAGSTAFF 146.936 METERS 19938 | EZ5166| EZ5151 RALEIGH RADIO STA WLLE MAST APPROX. 2.5 KM 2211202.1 | EZ5166| EZ5141 RALEIGH DIX HILL ST HOSP STACK APPROX. 1.9 KM 2384900.2 | EZ5166| EZ5156 RALEIGH TV WRAL RELAY TOWER APPROX. 3.2 KM 2744745.3 | EZ5166| EZ5155 RALEIGH TV STATION WUNC MAST APPROX. 4.2 KM 2804759.3 | EZ5166| EZ5140 RALEIGH CATERPILLAR CO MAST APPROX. 6.3 KM 2852704.4 | EZ5166| EZ5149 RALEIGH NC STATE COLL STACK APPROX. 2.7 KM 2874201.8 | EZ5166| EZ5144 RALEIGH KELLY TRAINING SCH TK APPROX. 5.3 KM 2892201.5 | EZ5166| EZ5138 RALEIGH CAR P LT SUB STA MAST APPROX. 4.4 KM 2921024.1 | EZ5166| EZ5153 RALEIGH ST HWY PATROL RAD MAST APPROX. 6.5 KM 2921718.7 | EZ5166| EZ5146 RALEIGH MEREDITH COLL TALL STK APPROX. 5.1 KM 2995218.1 | EZ5166| EZ5147 RALEIGH MEREDITH COLL TANK APPROX. 5.1 KM 3002819.6 | EZ5166| EZ5142 RALEIGH EDENTON METH CH SPIRE APPROX. 0.6 KM 3245717.9 | EZ5166| EZ5137 RALEIGH BAPTIST CHURCH SPIRE 451.294 METERS 3455749.2 | EZ5166|---------------------------------------------------------------------| EZ5166 EZ5166 SUPERSEDED SURVEY CONTROL EZ5166 EZ5166 NAD 27 - 35 46 37.01760(N) 078 38 21.55080(W) AD( ) 1 EZ5166 EZ5166.Superseded values are not recommended for survey control. EZ5166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5166.See file dsdata.txt to determine how the superseded data were derived. EZ5166 EZ5166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1340461797(NAD 83) EZ5166_MARKER: DS = TRIANGULATION STATION DISK EZ5166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5166 EZ5166 HISTORY - Date Condition Report By EZ5166 HISTORY - 1933 MONUMENTED CGS EZ5166 HISTORY - 1957 GOOD CGS EZ5166 HISTORY - 20040613 MARK NOT FOUND USPSQD EZ5166 EZ5166 STATION DESCRIPTION EZ5166 EZ5166'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH) EZ5166'IN RALEIGH, ON ROOF OF NORTH CAROLINA BANK AND TRUST CO. BUILDING, EZ5166'IN APPROXIMATELY THE SAME POSITION AS STATION RALEIGH EZ5166'WHICH COULD NOT BE RECOVERED DUE TO A NEW ROOF HAVING BEEN EZ5166'BUILT OVER IT. FOLLOWING DISTANCES ARE FROM STATION TO ROOF OF EZ5166'ELEVATOR HOUSE--1.96 METERS (6.4 FEET) TO NORTHWEST CORNER, EZ5166'4.74 METERS (15.6 FEET) TO SOUTHWEST CORNER, 5.87 METERS (19.3 EZ5166'FEET) TO SOUTHEAST CORNER, AND 3.31 METERS (10.9 FEET) TO EZ5166'SOUTHWEST CORNER OF CHIMNEY IN NORTHEAST CORNER OF EZ5166'ROOF. STATION MARK IS A STANDARD DISK STATION MARK, NOTE EZ5166'1A. RALEIGH REFERENCE MARK (SEE DESCRIPTION THEREOF) IS EZ5166'20.40 METERS (66.9 FEET) FROM STATION S 64 DEG 04 MIN E. EZ5166'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE EZ5166'DISK CEMENTED IN WEST FACE OF CHIMNEY ON TOP OF ELEVATOR HOUSE, EZ5166'0.315 METER (1.03 FEET) NORTH OF SOUTH CORNER OF CHIMNEY, EZ5166'0.34 METER (1.1 FEET) ABOVE TARRED ROOF, AND 3.05 METERS EZ5166'(10.0 FEET) FROM STATION N 87 DEG 49 MIN E. EZ5166'BEARING FROM STATION TO STACK OF DIX HILL STATE HOSPITAL EZ5166'IS S 58 DEG 49 MIN W. AND TO SPIRE OF EDENTON METHODIST EZ5166'CHURCH, N 35 DEG 03 MIN W. EZ5166 EZ5166 STATION RECOVERY (1957) EZ5166 EZ5166'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCE) EZ5166'STATION RECOVERED AS DESCRIBED AND ALL MARKS FOUND IN GOOD EZ5166'CONDITION. A DIFFERENCE WAS FOUND IN THE DISTANCE TO RM 1918. EZ5166' EZ5166'THE 1933 DESCRIPTION AS DESCRIBED BY H.D. HORNE IN 1933 IS EZ5166'ADEQUATE. EZ5166 EZ5166 STATION RECOVERY (2004) EZ5166 EZ5166'RECOVERY NOTE BY US POWER SQUADRON 2004 (PFM) EZ5166'BLDG NOT THE SAME BUILDING 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2679 *********************************************************************** EZ2679 DESIGNATION - RALEIGH B EZ2679 PID - EZ2679 EZ2679 STATE/COUNTY- NC/WAKE EZ2679 USGS QUAD - RALEIGH WEST (1988) EZ2679 EZ2679 *CURRENT SURVEY CONTROL EZ2679 ___________________________________________________________________ EZ2679* NAD 83(1986)- 35 46 25.95661(N) 078 38 40.43072(W) ADJUSTED EZ2679* NAVD 88 - 97. (meters) 318. (feet) SCALED EZ2679 ___________________________________________________________________ EZ2679 LAPLACE CORR- -7.36 (seconds) DEFLEC99 EZ2679 GEOID HEIGHT- -32.90 (meters) GEOID03 EZ2679 OBS GRAVITY - 979,769.9 (mgal) GRAV_OBS EZ2679 EZ2679 HORZ ORDER - SECOND EZ2679 EZ2679.The North Carolina HARNS have been completed but, EZ2679.due to contractual restrictions, coordinates for these stations EZ2679.will NOT be published in the near future. In the interim, the EZ2679.published coordinates in North Carolina will not be EZ2679.consistent with the Continuously Operating Reference Stations EZ2679.(CORS). The HARN coordinates for these stations are available EZ2679.upon request. Contact Gary Thompson(919-733-3836). EZ2679. EZ2679.In addition, the published North Carolina positions EZ2679.(NAD 83 (1986)) are NOT consistent with those determined in EZ2679.adjacent state readjustments. The discontinuity between stations EZ2679.located in North Carolina and those in adjacent states EZ2679.which have been adjusted to the HARN may be as much as 5 EZ2679.decimeters. This will result in a significant loss of accuracy EZ2679.over lines crossing such state borders. EZ2679 EZ2679 EZ2679.The horizontal coordinates were established by classical geodetic methods EZ2679.and adjusted by the National Geodetic Survey in July 1986. EZ2679 EZ2679.The orthometric height was scaled from a topographic map. EZ2679 EZ2679.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2679 EZ2679.The geoid height was determined by GEOID03. EZ2679.The observed gravity was obtained from relative gravimeter ties EZ2679.to the IGSN71 gravity network. EZ2679 EZ2679; North East Units Scale Factor Converg. EZ2679;SPC NC - 224,569.959 641,737.038 MT 0.99991401 +0 12 18.5 EZ2679;SPC NC - 736,776.61 2,105,432.27 sFT 0.99991401 +0 12 18.5 EZ2679;UTM 17 - 3,961,427.822 712,913.365 MT 1.00015864 +1 22 38.9 EZ2679 EZ2679! - Elev Factor x Scale Factor = Combined Factor EZ2679!SPC NC - 0.99998998 x 0.99991401 = 0.99990399 EZ2679!UTM 17 - 0.99998998 x 1.00015864 = 1.00014862 EZ2679 EZ2679: Primary Azimuth Mark Grid Az EZ2679:SPC NC - RALEIGH 054 10 02.6 EZ2679:UTM 17 - RALEIGH 052 59 42.2 EZ2679 EZ2679|---------------------------------------------------------------------| EZ2679| PID Reference Object Distance Geod. Az | EZ2679| dddmmss.s | EZ2679| EZ5165 RALEIGH APPROX. 0.6 KM 0542221.1 | EZ2679| EZ5190 RALEIGH A 247.903 METERS 31945 | EZ2679|---------------------------------------------------------------------| EZ2679 EZ2679 SUPERSEDED SURVEY CONTROL EZ2679 EZ2679.No superseded survey control is available for this station. EZ2679 EZ2679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1291361428(NAD 83) EZ2679_MARKER: W = UNMONUMENTED EZ2679_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES EZ2679_SP_SET: CONCRETE LANDING EZ2679_MAGNETIC: N = NO MAGNETIC MATERIAL EZ2679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2679+STABILITY: SURFACE MOTION EZ2679_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ2679+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2000 EZ2679 EZ2679 HISTORY - Date Condition Report By EZ2679 HISTORY - 1966 MONUMENTED USAF EZ2679 HISTORY - 1982 GOOD NGS EZ2679 HISTORY - 19870723 GOOD NGS EZ2679 HISTORY - 20000501 GOOD NCGS EZ2679 EZ2679 STATION DESCRIPTION EZ2679 EZ2679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 EZ2679'IN RALEIGH. EZ2679'IN RALEIGH, AT THE MAIN POST OFFICE, ON FAYETTEVILLE STREET, AT THE EZ2679'EAST ENTRANCE, AT THE TOP OF THE LANDING BETWEEN THE MIDDLE TWO EZ2679'PILLARS AND THE WALL. THE CONCRETE FLOOR OF THE LANDING HAS BEEN EZ2679'COVERED BY TERRAZZO. THE GRAVITY STATION IS AT THE INTERSECTION OF EZ2679'THE BRASS STRIPS BETWEEN THE STONE SQUARES. THE APPROXIMATE ELEVATION EZ2679'IS 112.0 METERS. EZ2679 EZ2679 STATION RECOVERY (1987) EZ2679 EZ2679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (DW) EZ2679'OTHER ALIASES INCLUDE IGB 11658B, NN 47 AND RALEIGH POST OFC. STATION EZ2679'IS AT DOWNTOWN POST OFFICE IN RALEIGH, NORTH CAROLINA. STATION IS 2 EZ2679'BLOCKS SOUTH OF STATE CAPITOL. TO ACCESS FROM EXIT 298A OF INTERSTATE EZ2679'40/US 64, GO NORTH ON SAUNDERS STREET (ROUTE 1428) . GO 1.30 MI (2.09 EZ2679'KM) AND TURN EAST ONTO ROUTE 1012. GO 0.5 MI (0.8 KM) AND TURN NORTH, EZ2679'LEFT, ONTO WILMINGTON STREET. GO 0.3 MI (0.5 KM) TO MARTIN STREET. EZ2679'STATION IS ONE BLOCK WEST AT SOUTHWEST CORNER OF MARTIN STREET AND EZ2679'FAYETTEVILLE MALL (NO TRAFFIC) . STATION IS ON CENTER OF LANDING AT EZ2679'TOP OF STAIRS OF MAIN (EAST) ENTRANCE TO POST OFFICE AND FEDERAL EZ2679'BUILDING. STATION IS MIDWAY BETWEEN THE WALL AND A POINT MIDWAY EZ2679'BETWEEN THE MIDDLE TWO PILLARS AT THE INTERSECTION OF FOUR TERRAZZO EZ2679'PLATES. ZIP CODE OF POST OFFICE IS 27602. EZ2679 EZ2679 STATION RECOVERY (2000) EZ2679 EZ2679'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 EZ2679'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5137 *********************************************************************** EZ5137 DESIGNATION - RALEIGH BAPTIST CHURCH SPIRE EZ5137 PID - EZ5137 EZ5137 STATE/COUNTY- NC/WAKE EZ5137 USGS QUAD - RALEIGH WEST (1988) EZ5137 EZ5137 *CURRENT SURVEY CONTROL EZ5137 ___________________________________________________________________ EZ5137* NAD 83(1986)- 35 46 51.76554(N) 078 38 24.92363(W) ADJUSTED EZ5137* NAVD 88 - EZ5137 ___________________________________________________________________ EZ5137 LAPLACE CORR- -7.43 (seconds) DEFLEC99 EZ5137 GEOID HEIGHT- -32.90 (meters) GEOID03 EZ5137 EZ5137 HORZ ORDER - THIRD EZ5137 EZ5137.The North Carolina HARNS have been completed but, EZ5137.due to contractual restrictions, coordinates for these stations EZ5137.will NOT be published in the near future. In the interim, the EZ5137.published coordinates in North Carolina will not be EZ5137.consistent with the Continuously Operating Reference Stations EZ5137.(CORS). The HARN coordinates for these stations are available EZ5137.upon request. Contact Gary Thompson(919-733-3836). EZ5137. EZ5137.In addition, the published North Carolina positions EZ5137.(NAD 83 (1986)) are NOT consistent with those determined in EZ5137.adjacent state readjustments. The discontinuity between stations EZ5137.located in North Carolina and those in adjacent states EZ5137.which have been adjusted to the HARN may be as much as 5 EZ5137.decimeters. This will result in a significant loss of accuracy EZ5137.over lines crossing such state borders. EZ5137 EZ5137 EZ5137.The horizontal coordinates were established by classical geodetic methods EZ5137.and adjusted by the National Geodetic Survey in July 1986. EZ5137 EZ5137 EZ5137.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5137 EZ5137.The geoid height was determined by GEOID03. EZ5137 EZ5137; North East Units Scale Factor Converg. EZ5137;SPC NC - 225,366.741 642,123.608 MT 0.99991516 +0 12 27.5 EZ5137;SPC NC - 739,390.72 2,106,700.54 sFT 0.99991516 +0 12 27.5 EZ5137;UTM 17 - 3,962,232.544 713,283.641 MT 1.00016058 +1 22 48.9 EZ5137 EZ5137 SUPERSEDED SURVEY CONTROL EZ5137 EZ5137 NAD 27 - 35 46 51.22300(N) 078 38 25.90900(W) AD( ) 3 EZ5137 EZ5137.Superseded values are not recommended for survey control. EZ5137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5137.See file dsdata.txt to determine how the superseded data were derived. EZ5137 EZ5137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1328462233(NAD 83) EZ5137_MARKER: 90 = CHURCH SPIRE EZ5137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5137+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005 EZ5137 EZ5137 HISTORY - Date Condition Report By EZ5137 HISTORY - 1957 FIRST OBSERVED CGS EZ5137 HISTORY - 1985 GOOD USPSQD EZ5137 HISTORY - 1988 GOOD USPSQD EZ5137 HISTORY - 20040329 GOOD USPSQD EZ5137 HISTORY - 20050724 GOOD USPSQD EZ5137 EZ5137 STATION DESCRIPTION EZ5137 EZ5137'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE) EZ5137'STATION IS LOCATED ALONG WEST EDENTON STREET AND JUST EZ5137'NORTHWEST OF THE NORTHWEST CORNER OF CAPITOL SQUARE. STATION EZ5137'IS LOCATED ON THE EAST END OF CHURCH BUILDING, PAINTED BROWN EZ5137'AND WHITE AND IS ABOUT 90 FEET HIGH. THE POINT INTERSECTED EZ5137'WAS THE TOP OF SPIRE. EZ5137 EZ5137 STATION RECOVERY (1985) EZ5137 EZ5137'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ5137'STATION FOUND GOOD. EZ5137'VISITED SITE. EZ5137'VERIFIED EXISTENCE. EZ5137 EZ5137 STATION RECOVERY (1988) EZ5137 EZ5137'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EZ5137'RECOVERED IN GOOD CONDITION. EZ5137 EZ5137 STATION RECOVERY (2004) EZ5137 EZ5137'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM) EZ5137'RECOVERED IN GOOD CONDITION. EZ5137 EZ5137 STATION RECOVERY (2005) EZ5137 EZ5137'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM) EZ5137'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6594 *********************************************************************** EZ6594 DESIGNATION - RALEIGH CABLEVISION TOWER EZ6594 PID - EZ6594 EZ6594 STATE/COUNTY- NC/WAKE EZ6594 USGS QUAD - RALEIGH EAST (1993) EZ6594 EZ6594 *CURRENT SURVEY CONTROL EZ6594 ___________________________________________________________________ EZ6594* NAD 83(1986)- 35 48 12.83026(N) 078 37 25.93360(W) ADJUSTED EZ6594* NAVD 88 - -0. (meters) -0. (feet) SCALED EZ6594 ___________________________________________________________________ EZ6594 LAPLACE CORR- -7.61 (seconds) DEFLEC99 EZ6594 GEOID HEIGHT- -32.92 (meters) GEOID03 EZ6594 EZ6594 HORZ ORDER - THIRD EZ6594 EZ6594.The North Carolina HARNS have been completed but, EZ6594.due to contractual restrictions, coordinates for these stations EZ6594.will NOT be published in the near future. In the interim, the EZ6594.published coordinates in North Carolina will not be EZ6594.consistent with the Continuously Operating Reference Stations EZ6594.(CORS). The HARN coordinates for these stations are available EZ6594.upon request. Contact Gary Thompson(919-733-3836). EZ6594. EZ6594.In addition, the published North Carolina positions EZ6594.(NAD 83 (1986)) are NOT consistent with those determined in EZ6594.adjacent state readjustments. The discontinuity between stations EZ6594.located in North Carolina and those in adjacent states EZ6594.which have been adjusted to the HARN may be as much as 5 EZ6594.decimeters. This will result in a significant loss of accuracy EZ6594.over lines crossing such state borders. EZ6594 EZ6594 EZ6594.The horizontal coordinates were established by classical geodetic methods EZ6594.and adjusted by the National Geodetic Survey in December 1992. EZ6594 EZ6594.The orthometric height was scaled from a topographic map. EZ6594 EZ6594.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6594 EZ6594.The geoid height was determined by GEOID03. EZ6594 EZ6594; North East Units Scale Factor Converg. EZ6594;SPC NC - 227,870.492 643,595.512 MT 0.99991886 +0 13 01.5 EZ6594;SPC NC - 747,605.11 2,111,529.61 sFT 0.99991886 +0 13 01.5 EZ6594;UTM 17 - 3,964,766.530 714,704.331 MT 1.00016807 +1 23 26.1 EZ6594 EZ6594! - Elev Factor x Scale Factor = Combined Factor EZ6594!SPC NC - 1.00000521 x 0.99991886 = 0.99992407 EZ6594!UTM 17 - 1.00000521 x 1.00016807 = 1.00017328 EZ6594 EZ6594 SUPERSEDED SURVEY CONTROL EZ6594 EZ6594.No superseded survey control is available for this station. EZ6594 EZ6594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1470464767(NAD 83) EZ6594_MARKER: 43 = RADIO/TV TOWER EZ6594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6594+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2004 EZ6594 EZ6594 HISTORY - Date Condition Report By EZ6594 HISTORY - 1984 FIRST OBSERVED NCGS EZ6594 HISTORY - 19860615 GOOD NCGS EZ6594 HISTORY - 19871001 GOOD NCGS EZ6594 HISTORY - 20040806 GOOD USPSQD EZ6594 EZ6594 STATION DESCRIPTION EZ6594 EZ6594'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6594'THE STATION IS LOCATED IN RALEIGH, AT ATLANTIC AVENUE AND EZ6594'OLD LOUISBURG ROAD. EZ6594' EZ6594'THE TOWER IS ALSO NEAR THE JUNCTION OF THE TWO RAILWAY SYSTEMS GOING EZ6594'NORTH FROM CENTER OF TOWN. EZ6594' EZ6594'THE TOWER IS OWNED BY CABLEVISION OF RALEIGH. IT IS 15 METERS EZ6594'(50 FEET) EAST OF ATLANTIC AVENUE, 91 METERS (300 FEET) NORTH OF EZ6594'THE OFFICE BUILDING. IT IS 122 METERS (400 FEET) TALL, WITH FOUR EZ6594'LEGS, RED LIGHT ON TOP, AND IS PAINTED ALTERNATELY RED AND WHITE. EZ6594'THE POINT INTERSECTED WAS THE RED LIGHT ON TOP. EZ6594' EZ6594'FOR MORE INFORMATION CONTACT MIKE BLANKENSHIP OF CABLEVISION OF EZ6594'RALEIGH. EZ6594 EZ6594 STATION RECOVERY (1986) EZ6594 EZ6594'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ6594'RECOVERED AS DESCRIBED. EZ6594 EZ6594 STATION RECOVERY (1987) EZ6594 EZ6594'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ6594'RECOVERED AS DESCRIBED. EZ6594 EZ6594 STATION RECOVERY (2004) EZ6594 EZ6594'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM) EZ6594'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5138 *********************************************************************** EZ5138 DESIGNATION - RALEIGH CAR P LT SUB STA MAST EZ5138 PID - EZ5138 EZ5138 STATE/COUNTY- NC/WAKE EZ5138 USGS QUAD - RALEIGH WEST (1988) EZ5138 EZ5138 *CURRENT SURVEY CONTROL EZ5138 ___________________________________________________________________ EZ5138* NAD 83(1986)- 35 47 31.05493(N) 078 41 01.76050(W) ADJUSTED EZ5138* NAVD 88 - -0. (meters) -0. (feet) SCALED EZ5138 ___________________________________________________________________ EZ5138 LAPLACE CORR- -6.92 (seconds) DEFLEC99 EZ5138 GEOID HEIGHT- -32.69 (meters) GEOID03 EZ5138 EZ5138 HORZ ORDER - THIRD EZ5138 EZ5138.The North Carolina HARNS have been completed but, EZ5138.due to contractual restrictions, coordinates for these stations EZ5138.will NOT be published in the near future. In the interim, the EZ5138.published coordinates in North Carolina will not be EZ5138.consistent with the Continuously Operating Reference Stations EZ5138.(CORS). The HARN coordinates for these stations are available EZ5138.upon request. Contact Gary Thompson(919-733-3836). EZ5138. EZ5138.In addition, the published North Carolina positions EZ5138.(NAD 83 (1986)) are NOT consistent with those determined in EZ5138.adjacent state readjustments. The discontinuity between stations EZ5138.located in North Carolina and those in adjacent states EZ5138.which have been adjusted to the HARN may be as much as 5 EZ5138.decimeters. This will result in a significant loss of accuracy EZ5138.over lines crossing such state borders. EZ5138 EZ5138 EZ5138.The horizontal coordinates were established by classical geodetic methods EZ5138.and adjusted by the National Geodetic Survey in July 1986. EZ5138 EZ5138.The orthometric height was scaled from a topographic map. EZ5138 EZ5138.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5138 EZ5138.The geoid height was determined by GEOID03. EZ5138 EZ5138; North East Units Scale Factor Converg. EZ5138;SPC NC - 226,564.157 638,181.226 MT 0.99991694 +0 10 57.0 EZ5138;SPC NC - 743,319.24 2,093,766.24 sFT 0.99991694 +0 10 57.0 EZ5138;UTM 17 - 3,963,349.292 709,316.652 MT 1.00013992 +1 21 18.3 EZ5138 EZ5138! - Elev Factor x Scale Factor = Combined Factor EZ5138!SPC NC - 1.00000517 x 0.99991694 = 0.99992211 EZ5138!UTM 17 - 1.00000517 x 1.00013992 = 1.00014509 EZ5138 EZ5138 SUPERSEDED SURVEY CONTROL EZ5138 EZ5138 NAD 27 - 35 47 30.51500(N) 078 41 02.74700(W) AD( ) 3 EZ5138 EZ5138.Superseded values are not recommended for survey control. EZ5138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5138.See file dsdata.txt to determine how the superseded data were derived. EZ5138 EZ5138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0931763349(NAD 83) EZ5138_MARKER: 42 = RADIO/TV MAST EZ5138_MARK LOGO: CGS EZ5138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5138+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2004 EZ5138 EZ5138 HISTORY - Date Condition Report By EZ5138 HISTORY - 1957 FIRST OBSERVED CGS EZ5138 HISTORY - 1957 GOOD CGS EZ5138 HISTORY - 1985 GOOD USPSQD EZ5138 HISTORY - 19880101 GOOD NCGS EZ5138 HISTORY - 20030307 GOOD USPSQD EZ5138 HISTORY - 20040329 GOOD USPSQD EZ5138 HISTORY - 20040613 MARK NOT FOUND USPSQD EZ5138 EZ5138 STATION DESCRIPTION EZ5138 EZ5138'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE) EZ5138'STATION IS LOCATED IN THE WESTERN PART OF RALEIGH AND NEAR EZ5138'THE INTERSECTION OF TURNER ST. AND HILLSBORO ST. STATION IS EZ5138'OF STEEL CONSTRUCTION, 200 FEET HIGH AND HAS 1 LARGE DISK EZ5138'NEAR THE TOP OF MAST. THE POINT INTERSECTED WAS THE LIGHT EZ5138'ATOP MAST. EZ5138 EZ5138 STATION RECOVERY (1957) EZ5138 EZ5138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 EZ5138'RECOVERED IN GOOD CONDITION. EZ5138 EZ5138 STATION RECOVERY (1985) EZ5138 EZ5138'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) EZ5138'RECOVERED IN GOOD CONDITION. EZ5138 EZ5138 STATION RECOVERY (1988) EZ5138 EZ5138'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ5138'STATION IS LOCATED IN THE WESTERN PART OF RALEIGH AND NEAR EZ5138'THE INTERSECTION OF TURNER ST. AND HILLSBORO ST. STATION IS EZ5138'OF STEEL CONSTRUCTION, 200 FEET HIGH AND HAS 1 LARGE DISK EZ5138'NEAR THE TOP OF MAST. THE POINT INTERSECTED WAS THE LIGHT EZ5138'ATOP MAST. EZ5138 EZ5138 STATION RECOVERY (2003) EZ5138 EZ5138'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ5138'RECOVERED IN GOOD CONDITION. EZ5138 EZ5138 STATION RECOVERY (2004) EZ5138 EZ5138'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM) EZ5138'RECOVERED IN GOOD CONDITION. EZ5138 EZ5138 STATION RECOVERY (2004) EZ5138 EZ5138'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN) EZ5138'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5140 *********************************************************************** EZ5140 DESIGNATION - RALEIGH CATERPILLAR CO MAST EZ5140 PID - EZ5140 EZ5140 STATE/COUNTY- NC/WAKE EZ5140 USGS QUAD - RALEIGH WEST (1988) EZ5140 EZ5140 *CURRENT SURVEY CONTROL EZ5140 ___________________________________________________________________ EZ5140* NAD 83(1986)- 35 47 31.80599(N) 078 42 21.74044(W) ADJUSTED EZ5140* NAVD 88 - EZ5140 ___________________________________________________________________ EZ5140 LAPLACE CORR- -6.85 (seconds) DEFLEC99 EZ5140 GEOID HEIGHT- -32.59 (meters) GEOID03 EZ5140 EZ5140 HORZ ORDER - THIRD EZ5140 EZ5140.The North Carolina HARNS have been completed but, EZ5140.due to contractual restrictions, coordinates for these stations EZ5140.will NOT be published in the near future. In the interim, the EZ5140.published coordinates in North Carolina will not be EZ5140.consistent with the Continuously Operating Reference Stations EZ5140.(CORS). The HARN coordinates for these stations are available EZ5140.upon request. Contact Gary Thompson(919-733-3836). EZ5140. EZ5140.In addition, the published North Carolina positions EZ5140.(NAD 83 (1986)) are NOT consistent with those determined in EZ5140.adjacent state readjustments. The discontinuity between stations EZ5140.located in North Carolina and those in adjacent states EZ5140.which have been adjusted to the HARN may be as much as 5 EZ5140.decimeters. This will result in a significant loss of accuracy EZ5140.over lines crossing such state borders. EZ5140 EZ5140 EZ5140.The horizontal coordinates were established by classical geodetic methods EZ5140.and adjusted by the National Geodetic Survey in July 1986. EZ5140 EZ5140 EZ5140.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5140 EZ5140.The geoid height was determined by GEOID03. EZ5140 EZ5140; North East Units Scale Factor Converg. EZ5140;SPC NC - 226,581.132 636,172.951 MT 0.99991697 +0 10 10.8 EZ5140;SPC NC - 743,374.93 2,087,177.42 sFT 0.99991697 +0 10 10.8 EZ5140;UTM 17 - 3,963,325.163 707,308.012 MT 1.00012960 +1 20 31.5 EZ5140 EZ5140 SUPERSEDED SURVEY CONTROL EZ5140 EZ5140 NAD 27 - 35 47 31.26300(N) 078 42 22.72500(W) AD( ) 3 EZ5140 EZ5140.Superseded values are not recommended for survey control. EZ5140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5140.See file dsdata.txt to determine how the superseded data were derived. EZ5140 EZ5140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0730863325(NAD 83) EZ5140_MARKER: 42 = RADIO/TV MAST EZ5140 EZ5140 HISTORY - Date Condition Report By EZ5140 HISTORY - 1957 FIRST OBSERVED CGS EZ5140 HISTORY - 1984 GOOD NCGS EZ5140 HISTORY - 1985 GOOD USPSQD EZ5140 HISTORY - 20030307 MARK NOT FOUND USPSQD EZ5140 HISTORY - 20040329 MARK NOT FOUND USPSQD EZ5140 EZ5140 STATION DESCRIPTION EZ5140 EZ5140'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE) EZ5140'STATION IS LOCATED IN THE WEST EDGE OF RALEIGH ALONG THE OLD EZ5140'DURHAM-RALEIGH HIGHWAY AND ACROSS THE HIGHWAY FROM FAIR EZ5140'GROUNDS. STATION IS CONSTRUCTED OF STEEL, PAINTED RED AND WHITE EZ5140'AND IS ABOUT 300 FEET HIGH. THE POINT INTERSECTED WAS THE LIGHT EZ5140'ATOP MAST. EZ5140 EZ5140 STATION RECOVERY (1984) EZ5140 EZ5140'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ5140'THE STATION WAS RECOVERED AT THIS DATE. EZ5140'THE RALEIGH CATERPILLAR COMPANY HAS A NEW NAME. EZ5140'A COMPLETE NEW DESCRIPTION FOLLOWS. EZ5140' EZ5140'THE STATION, RALEIGH GREGORY POOLE RADIO MAST, IS LOCATED ABOUT 6.1 EZ5140'KM (3.8 MI) WEST OF THE CAPITOL SQUARE IN RALEIGH. EZ5140' EZ5140'ALONG BERYL ROAD, SOUTH-SOUTHEAST OF AND ACROSS HILLSBOROUGH ROAD EZ5140'AND THE RAILROAD FROM THE MAIN ENTRANCE TO THE STATE FAIRGROUNDS, EZ5140'AND LOCATED 250 FT SOUTH-SOUTHEAST OF THE MAIN BUILDING OF THE EZ5140'GREGORY POOLE COMPANY. EZ5140' EZ5140'THE LANDMARK IS 280 FT TALL, CONSTRUCTED OF TUBULAR METAL, EZ5140'THREE-SIDED, AND PAINTED ALTERNATELY RED AND WHITE WITH A RED LIGHT EZ5140'ON TOP. EZ5140' EZ5140'POINT INTERSECTED WAS THE RED LIGHT ON TOP. EZ5140 EZ5140 STATION RECOVERY (1985) EZ5140 EZ5140'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) EZ5140'RECOVERED IN GOOD CONDITION. EZ5140 EZ5140 STATION RECOVERY (2003) EZ5140 EZ5140'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ5140'MARK NOT FOUND. EZ5140 EZ5140 STATION RECOVERY (2004) EZ5140 EZ5140'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM) EZ5140'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7470 *********************************************************************** AE7470 DESIGNATION - RALEIGH CBL 000 AE7470 PID - AE7470 AE7470 STATE/COUNTY- NC/WAKE AE7470 USGS QUAD - RALEIGH EAST (1993) AE7470 AE7470 *CURRENT SURVEY CONTROL AE7470 ___________________________________________________________________ AE7470* NAD 83(1986)- 35 52 16.60805(N) 078 34 50.60079(W) ADJUSTED AE7470* NAVD 88 - 95.164 (meters) 312.22 (feet) ADJUSTED AE7470 ___________________________________________________________________ AE7470 LAPLACE CORR- -7.85 (seconds) DEFLEC99 AE7470 GEOID HEIGHT- -32.93 (meters) GEOID03 AE7470 DYNAMIC HT - 95.082 (meters) 311.95 (feet) COMP AE7470 MODELED GRAV- 979,775.0 (mgal) NAVD 88 AE7470 AE7470 HORZ ORDER - SECOND AE7470 VERT ORDER - SECOND CLASS II AE7470 AE7470.The North Carolina HARNS have been completed but, AE7470.due to contractual restrictions, coordinates for these stations AE7470.will NOT be published in the near future. In the interim, the AE7470.published coordinates in North Carolina will not be AE7470.consistent with the Continuously Operating Reference Stations AE7470.(CORS). The HARN coordinates for these stations are available AE7470.upon request. Contact Gary Thompson(919-733-3836). AE7470. AE7470.In addition, the published North Carolina positions AE7470.(NAD 83 (1986)) are NOT consistent with those determined in AE7470.adjacent state readjustments. The discontinuity between stations AE7470.located in North Carolina and those in adjacent states AE7470.which have been adjusted to the HARN may be as much as 5 AE7470.decimeters. This will result in a significant loss of accuracy AE7470.over lines crossing such state borders. AE7470 AE7470 AE7470.The horizontal coordinates were established by classical geodetic methods AE7470.and adjusted by the National Geodetic Survey in February 1998. AE7470 AE7470.The orthometric height was determined by differential leveling AE7470.and adjusted by the National Geodetic Survey in September 1998. AE7470 AE7470.The Laplace correction was computed from DEFLEC99 derived deflections. AE7470 AE7470.The geoid height was determined by GEOID03. AE7470 AE7470.The dynamic height is computed by dividing the NAVD 88 AE7470.geopotential number by the normal gravity value computed on the AE7470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7470.degrees latitude (g = 980.6199 gals.). AE7470 AE7470.The modeled gravity was interpolated from observed gravity values. AE7470 AE7470; North East Units Scale Factor Converg. AE7470;SPC NC - 235,398.985 647,463.441 MT 0.99993093 +0 14 31.2 AE7470;SPC NC - 772,304.84 2,124,219.64 sFT 0.99993093 +0 14 31.2 AE7470;UTM 17 - 3,972,374.671 718,418.029 MT 1.00018788 +1 25 05.4 AE7470 AE7470! - Elev Factor x Scale Factor = Combined Factor AE7470!SPC NC - 0.99999023 x 0.99993093 = 0.99992116 AE7470!UTM 17 - 0.99999023 x 1.00018788 = 1.00017811 AE7470 AE7470 SUPERSEDED SURVEY CONTROL AE7470 AE7470 NGVD 29 (02/27/98) 95.44 (m) 313.1 (f) LEVELING 3 AE7470 AE7470.Superseded values are not recommended for survey control. AE7470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7470.See file dsdata.txt to determine how the superseded data were derived. AE7470 AE7470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1841872375(NAD 83) AE7470_MARKER: DD = SURVEY DISK AE7470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7470_STAMPING: RALEIGH 000 AE7470_MARK LOGO: NCGS AE7470_PROJECTION: RECESSED 3 CENTIMETERS AE7470_MAGNETIC: N = NO MAGNETIC MATERIAL AE7470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7470+STABILITY: SURFACE MOTION AE7470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE7470+SATELLITE: SATELLITE OBSERVATIONS - March 20, 1993 AE7470 AE7470 HISTORY - Date Condition Report By AE7470 HISTORY - 1982 MONUMENTED NCGS AE7470 HISTORY - 19871030 GOOD NCGS AE7470 HISTORY - 19930320 GOOD NGS AE7470 HISTORY - 20040609 MARK NOT FOUND USPSQD AE7470 AE7470 STATION DESCRIPTION AE7470 AE7470'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 AE7470'THE BASE LINE IS LOCATED ABOUT 13.4 KM (8.3 MI) SOUTHWEST OF WAKE AE7470'FOREST, 11.3 KM (7.0 MI) NORTHEAST OF RALEIGH, AND 3.7 KM (2.3 MI) AE7470'NORTHEAST OF THE JUNCTION OF U.S. HIGHWAYS 1 AND 401. THE BASE LINE AE7470'RUNS ALONG AND IS APPROXIMATELY PARALLEL WITH A METAL RIGHT-OF- WAY AE7470'FENCE THAT BORDERS THE WESTERN EDGE OF U.S. HIGHWAY 1 AND THE EASTERN AE7470'EDGE OF U.S. HIGHWAY 1 SERVICE ROAD. AE7470' AE7470'THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0-METER POINT ON AE7470'THE SOUTHWEST END. IT CONSISTS OF THE 0, 150, 400, AND 1400 METER AE7470'POINTS. THE BASE LINE DISKS ARE NORTH CAROLINA GEODETIC SURVEY AE7470'TRIANGULATION STATION DISKS. AE7470' AE7470'TO REACH THE 0-METER POINT FROM THE U.S. HIGHWAY 1 BRIDGE OVER U.S. AE7470'HIGHWAY 401, LOCATED ON THE NORTH SIDE OF RALEIGH, GO NORTH ON U.S. AE7470'HIGHWAY 1 (CAPITAL BOULEVARD) FOR 3.4 KM (2.1 MI) TO THE INTERSECTION AE7470'OF OLD WAKE FOREST ROAD ON THE LEFT. TURN LEFT AND GO WESTERLY ON OLD AE7470'WAKE FOREST ROAD FOR 0.10 KM (0.06 MI) TO THE INTERSECTION OF U.S. AE7470'HIGHWAY 1 SERVICE ROAD ON THE RIGHT. TURN RIGHT THEN BEAR RIGHT AND AE7470'GO EAST FOLLOWING A METAL-RIGHT-OF-WAY FENCE FOR 0.10 KM (0.06 MI) TO AE7470'THE 0-METER POINT NEAR THE RIGHT-OF-WAY FENCE CORNER. AE7470' AE7470'THE ZERO POINT IS A NORTH CAROLINA GEODETIC SURVEY DISK AE7470'STAMPED--RALEIGH 000--SET IN THE TOP OF A 28 CM (11 IN) DIAMETER AE7470'CONCRETE POST RECESSED 2.5 CM (1 IN) BELOW THE SURFACE OF THE GROUND. AE7470'IT IS 43.2 M (141.7 FT) SOUTHWEST OF A WOODEN UTILITY POLE WITH AN AE7470'ALUMINUM REFERENCE TAG, 35.0 M (114.8 FT) SOUTHEAST OF THE CENTERLINE AE7470'OF THE FRONTAGE ROAD, 21.5 M (70.5 FT) NORTH OF A WOODEN UTILITY POLE AE7470'WITH AN ALUMINUM REFERENCE TAG, AND 8.2 M (26.9 FT) WEST OF A METAL AE7470'WITNESS POST AT THE METAL RIGHT-OF-WAY FENCE CORNER. AE7470' AE7470'USER NOTES CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. AE7470'ELEVATIONS ARE FOR CBL USE ONLY. TRAFFIC ON BOTH HIGHWAYS IS HEAVY, AE7470'SAFETY PRECAUTIONS ARE RECOMMENDED. AE7470' AE7470'THIS CALIBRATION BASE LINE WAS ESTABLISHED AND REMEASURED WITH AE7470'ASSISTANCE FROM THE NORTH CAROLINA GEODETIC SURVEY. FOR MORE AE7470'INFORMATION PLEASE CONTACT CHIEF, GEODETIC SURVEY SECTION, NORTH AE7470'CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES, P.O. AE7470'BOX 27687, RALEIGH, NC 27611. TELEPHONE (919) 733-3836. AE7470 AE7470 STATION RECOVERY (1987) AE7470 AE7470'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7470'STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) NORTH-NORTHEAST OF THE AE7470'CAPITAL SQUARE IN RALEIGH. PROCEED ALONG US 1 (CAPITAL BOULEVARD) FOR AE7470'3.7 KM (2.30 MI) NORTH FROM THE US 401 BRIDGE TO OLD WAKE FOREST ROAD, AE7470'THENCE 0.1 KM (0.05 MI) WEST TO A US 1 SERVICE ROAD, TO THE STATION, AE7470'NEAR AN ANGLE IN THE RIGHT-OF-WAY FENCE. MARK IS FLUSH WITH GROUND. AE7470'LOCATED 32.0 M (105.0 FT) NORTHWEST OF THE CENTERLINE OF THE AE7470'SOUTHBOUND LANES, 35.0 M (114.8 FT) SOUTHEAST OF THE SERVICE ROAD, 8.4 AE7470'M (27.6 FT) WEST-NORTHWEST OF THE CENTER POST OF A BRACED SECTION AT AE7470'THE CORNER OF THE FENCE--AND 21.5 M (70.5 FT) NORTH-NORTHEAST OF A AE7470'TRAFFIC SIGNAL SUPPORT POLE, 43.4 M (142.4 FT) SOUTHWEST OF A POWER AE7470'POLE--BOTH WITH REFERENCE TAGS. AE7470 AE7470 STATION RECOVERY (1993) AE7470 AE7470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (KM) AE7470'MARK IS A COMPONENT OF THE RALEIGH CALIBRATION BASE LINE. LOCATED AE7470'ABOUT 13.4 KM (8.3 MI) SOUTHWEST OF WAKE FOREST, 11.3 KM (7.0 MI) AE7470'NORTHEAST OF RALEIGH, AND 3.7 KM (2.3 MI) NORTHEAST OF THE JUNCTION OF AE7470'U.S. HIGHWAYS 1 AND 401. MARK IS NEAR THE SOUTHERN END OF A METAL AE7470'RIGHT-OF-WAY FENCE CORNER IN THE WESTERN ANGLE OF U.S. HIGHWAY 1 AND AE7470'OLD WAKE FOREST ROAD. TO REACH FROM U.S. HIGHWAY 1 BRIDGE OVER U.S. AE7470'HIGHWAY 401, LOCATED ON THE NORTH SIDE OF RALEIGH, GO NORTH ON U.S. AE7470'HIGHWAY 1 (CAPIAL BOULEVARD) FOR 3.4 KM (2.1 MI) TO THE INTERSECTION AE7470'OF OLD WAKE FOREST ROAD ON THE LEFT. TURN LEFT AND GO WESTERLY ON OLD AE7470'WAKE FOREST ROAD FOR 0.10 KM (0.06 MI) TO THE INTERSECTION OF U.S. AE7470'HIGHWAY 1 SERVICE ROAD ON THE RIGHT. TURN RIGHT, THEN BEAR RIGHT AND AE7470'GO EAST FOLLOWING A METAL RIGHT-OF-WAY FENCE FOR 0.10 KM (0.06 MI) TO AE7470'THE MARK. MARK IS SET IN THE TOP OF A 28 CM (11 IN) DIAMETER CONCRETE AE7470'POST RECESSED 2.5 CM (1 IN) BELOW GROUND SURFACE. IT IS 43.2 M (141.7 AE7470'FT) SOUTHWEST OF A WOODEN UTILITY POLE WITH AN ALUMINUM REFERENCE TAG, AE7470'35.0 M (114.8 FT) SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD, AE7470'21.5 M (70.5 FT) NORTH OF A WOODEN UTILITY POLE WITH AN ALUMINUM AE7470'REFERENCE TAG AND 8.2 M (26.9 FT) WEST OF A METAL WITNESS POST AT THE AE7470'METAL RIGHT-OF-WAY FENCE CORNER. FOR MORE INFORMATION CONTACT MR. AE7470'LARRY AKERS, CHIEF GEODETIC SURVEY SECTION, NORTH CAROLINA DEPARTMENT AE7470'OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES, P.O. BOX 27687, AE7470'RALEIGH, NC 27611. DESCRIBED BY DAVID L. NOCK AE7470 AE7470 STATION RECOVERY (2004) AE7470 AE7470'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN) AE7470'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7495 *********************************************************************** AE7495 DESIGNATION - RALEIGH CBL 1400 AE7495 PID - AE7495 AE7495 STATE/COUNTY- NC/WAKE AE7495 USGS QUAD - WAKE FOREST (1987) AE7495 AE7495 *CURRENT SURVEY CONTROL AE7495 ___________________________________________________________________ AE7495* NAD 83(1986)- 35 52 53.87930(N) 078 34 18.70656(W) ADJUSTED AE7495* NAVD 88 - 84.85 (+/-2cm) 278.4 (feet) VERTCON AE7495 ___________________________________________________________________ AE7495 LAPLACE CORR- -8.03 (seconds) DEFLEC99 AE7495 GEOID HEIGHT- -32.95 (meters) GEOID03 AE7495 AE7495 HORZ ORDER - SECOND AE7495 VERT ORDER - THIRD ? (See Below) AE7495 AE7495.The North Carolina HARNS have been completed but, AE7495.due to contractual restrictions, coordinates for these stations AE7495.will NOT be published in the near future. In the interim, the AE7495.published coordinates in North Carolina will not be AE7495.consistent with the Continuously Operating Reference Stations AE7495.(CORS). The HARN coordinates for these stations are available AE7495.upon request. Contact Gary Thompson(919-733-3836). AE7495. AE7495.In addition, the published North Carolina positions AE7495.(NAD 83 (1986)) are NOT consistent with those determined in AE7495.adjacent state readjustments. The discontinuity between stations AE7495.located in North Carolina and those in adjacent states AE7495.which have been adjusted to the HARN may be as much as 5 AE7495.decimeters. This will result in a significant loss of accuracy AE7495.over lines crossing such state borders. AE7495 AE7495 AE7495.The horizontal coordinates were established by classical geodetic methods AE7495.and adjusted by the National Geodetic Survey in February 1998. AE7495 AE7495.The NAVD 88 height was computed by applying the VERTCON shift value to AE7495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7495.The vertical order pertains to the NGVD 29 superseded value. AE7495 AE7495.The Laplace correction was computed from DEFLEC99 derived deflections. AE7495 AE7495.The geoid height was determined by GEOID03. AE7495 AE7495; North East Units Scale Factor Converg. AE7495;SPC NC - 236,551.059 648,258.527 MT 0.99993290 +0 14 49.6 AE7495;SPC NC - 776,084.60 2,126,828.18 sFT 0.99993290 +0 14 49.6 AE7495;UTM 17 - 3,973,543.128 719,189.493 MT 1.00019204 +1 25 25.4 AE7495 AE7495! - Elev Factor x Scale Factor = Combined Factor AE7495!SPC NC - 0.99999185 x 0.99993290 = 0.99992475 AE7495!UTM 17 - 0.99999185 x 1.00019204 = 1.00018389 AE7495 AE7495 SUPERSEDED SURVEY CONTROL AE7495 AE7495 NGVD 29 (02/27/98) 85.13 (m) 279.3 (f) LEVELING 3 AE7495 AE7495.Superseded values are not recommended for survey control. AE7495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7495.See file dsdata.txt to determine how the superseded data were derived. AE7495 AE7495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1918973543(NAD 83) AE7495_MARKER: DH = HORIZONTAL CONTROL DISK AE7495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7495_STAMPING: RALEIGH 1400 AE7495_MARK LOGO: NCGS AE7495_PROJECTION: FLUSH AE7495_MAGNETIC: N = NO MAGNETIC MATERIAL AE7495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7495+STABILITY: SURFACE MOTION AE7495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE7495+SATELLITE: SATELLITE OBSERVATIONS - March 20, 1993 AE7495 AE7495 HISTORY - Date Condition Report By AE7495 HISTORY - 1982 MONUMENTED NCGS AE7495 HISTORY - 19871030 GOOD NCGS AE7495 HISTORY - 19930320 GOOD NGS AE7495 AE7495 STATION DESCRIPTION AE7495 AE7495'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 AE7495'THE BASE LINE IS LOCATED ABOUT 13.4 KM (8.3 MI) SOUTHWEST OF WAKE AE7495'FOREST, 11.3 KM (7.0 MI) NORTHEAST OF RALEIGH, AND 3.7 KM (2.3 MI) AE7495'NORTHEAST OF THE JUNCTION OF U.S. HIGHWAYS 1 AND 401. THE BASE LINE AE7495'RUNS ALONG AND IS APPROXIMATELY PARALLEL WITH A METAL RIGHT-OF- WAY AE7495'FENCE THAT BORDERS THE WESTERN EDGE OF U.S. HIGHWAY 1 AND THE EASTERN AE7495'EDGE OF U.S. HIGHWAY 1 SERVICE ROAD. AE7495' AE7495'THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0-METER POINT ON AE7495'THE SOUTHWEST END. IT CONSISTS OF THE 0, 150, 400, AND 1400 METER AE7495'POINTS. THE BASE LINE DISKS ARE NORTH CAROLINA GEODETIC SURVEY AE7495'TRIANGULATION STATION DISKS. AE7495' AE7495'TO REACH THE 0-METER POINT FROM THE U.S. HIGHWAY 1 BRIDGE OVER U.S. AE7495'HIGHWAY 401, LOCATED ON THE NORTH SIDE OF RALEIGH, GO NORTH ON U.S. AE7495'HIGHWAY 1 (CAPITAL BOULEVARD) FOR 3.4 KM (2.1 MI) TO THE INTERSECTION AE7495'OF OLD WAKE FOREST ROAD ON THE LEFT. TURN LEFT AND GO WESTERLY ON OLD AE7495'WAKE FOREST ROAD FOR 0.10 KM (0.06 MI) TO THE INTERSECTION OF U.S. AE7495'HIGHWAY 1 SERVICE ROAD ON THE RIGHT. TURN RIGHT THEN BEAR RIGHT AND AE7495'GO EAST FOLLOWING A METAL-RIGHT-OF-WAY FENCE FOR 0.10 KM (0.06 MI) TO AE7495'THE 0-METER POINT NEAR THE RIGHT-OF-WAY FENCE CORNER. AE7495' AE7495'THE 1400-METER POINT IS A NORTH CAROLINA GEODETIC SURVEY DISK AE7495'STAMPED--RALEIGH 1400--, SET IN THE TOP OF A 33 CM (13 IN) DIAMETER AE7495'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 59.0 M AE7495'(193.6 FT) SOUTHWEST OF THE EXTENDED SOUTHERN ENTRANCE DRIVE AE7495'CENTERLINE FOR THE MILL OUTLET VILLAGE, 9.7 M (31.8 FT) SOUTHEAST OF AE7495'THE CENTERLINE OF THE FRONTAGE ROAD, AND 4.7 M (15.4 FT) NORTHWEST OF AE7495'A FIBERGLASS WITNESS POST IN THE METAL RIGHT-OF-WAY FENCE. AE7495' AE7495'USER NOTES CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. AE7495'ELEVATIONS ARE FOR CBL USE ONLY. TRAFFIC ON BOTH HIGHWAYS IS HEAVY, AE7495'SAFETY PRECAUTIONS ARE RECOMMENDED. AE7495' AE7495'THIS CALIBRATION BASE LINE WAS ESTABLISHED AND REMEASURED WITH AE7495'ASSISTANCE FROM THE NORTH CAROLINA GEODETIC SURVEY. FOR MORE AE7495'INFORMATION PLEASE CONTACT CHIEF, GEODETIC SURVEY SECTION, NORTH AE7495'CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES, P.O. AE7495'BOX 27687, RALEIGH, NC 27611. TELEPHONE (919) 733-3836. AE7495 AE7495 STATION RECOVERY (1987) AE7495 AE7495'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7495'STATION IS LOCATED ABOUT 12.7 KM (7.90 MI) NORTH-NORTHEAST OF THE AE7495'CAPITAL SQUARE IN RALEIGH. PROCEED ALONG US 1 (CAPITAL BOULEVARD) FOR AE7495'4.8 KM (3.00 MI) NORTH FROM THE US 401 BRIDGE TO GRESHAM LAKE ROAD (SR AE7495'2013), THENCE 0.1 KM (0.05 MI) WEST ALONG SR 2013 TO A US 1 SERVICE AE7495'ROAD (SR 2179), THENCE 0.2 KM (0.10 MI) NORTH ALONG SR 2179 TO STATION AE7495'ON THE RIGHT. MARK IS FLUSH WITH GROUND. LOCATED 9.8 M (32.2 FT) AE7495'SOUTHEAST OF THE CENTER OF THE SERVICE ROAD, 4.8 M (15.7 FT) NORTHWEST AE7495'OF A RIGHT-OF-WAY FENCE, 56.7 M (186.0 FT) SOUTH-SOUTHEAST OF THE AE7495'CENTER OF THE SOUTH DRIVE TO THE MILL OUTLET, AND 27.2 M (89.2 FT) AE7495'SOUTHWEST OF THE CENTER OF A BRACED SECTION OF THE RIGHT-OF-WAY FENCE. AE7495 AE7495 STATION RECOVERY (1993) AE7495 AE7495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (KM) AE7495'MARK IS A COMPONENT OF THE RALEIGH CALIBRATION BASE LINE. LOCATED AE7495'ABOUT 13.4 KM (8.3 MI) SOUTHWEST OF WAKE FOREST, 11.3 KM (7.0 MI) AE7495'NORTHEAST OF RALEIGH, AND 3.7 KM (2.3 MI) NORTHEAST OF THE JUNCTION OF AE7495'U.S. HIGHWAYS 1 AND 401. MARK IS NEAR A METAL RIGHT-OF-WAY FENCE AE7495'BETWEEN U.S. HIGHWAY 1 AND U.S. HIGHWAY 1 SERVICE ROAD. TO REACH FROM AE7495'U.S. HIGHWAY 1 BRIDGE OVER U.S. HIGHWAY 401, LOCATED ON THE NORTH SIDE AE7495'OF RALEIGH, GO NORTH ON U.S. HIGHWAY 1 (CAPITAL BOULEVARD) FOR 3.4 KM AE7495'(2.1 MI) TO THE INTERSECTION OF OLD WAKE FOREST ROAD ON THE LEFT. AE7495'TURN LEFT AND GO WESTERLY ON OLD WAKE FOREST ROAD FOR 0.10 KM (0.06 AE7495'MI) TO THE INTERSECTION OF U.S. HIGHWAY 1 SERVICE ROAD ON THE RIGHT. AE7495'TURN RIGHT AND GO NORTHEAST ON THE SERVICE ROAD FOR 1.65 KM (1.03 MI) AE7495'TO THE MARK ON THE RIGHT. MARK IS SET IN THE TOP OF A 33 CM (13 IN) AE7495'DIAMETER CONCRETE POST FLUSH WITH GROUND SURFACE. IT IS 59.0 M (193.6 AE7495'FT) SOUTHWEST OF THE EXTENDED SOUTHERN ENTRANCE DRIVE CENTERLINE FOR AE7495'THE MILL OUTLET VILLAGE, 9.7 M (31.8 FT) SOUTHEAST OF THE CENTERLINE AE7495'OF THE FRONTAGE ROAD AND 4.7 M (15.4 FT) NORTHWEST OF A FIBERGLASS AE7495'WITNESS POST IN THE METAL RIGHT-OF-WAY FENCE. FOR MORE INFORMATION AE7495'CONTACT MR. LARRY AKERS, CHIEF GEODETIC SURVEY SECTION, NORTH CAROLINA AE7495'DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL RESOURCES, P.O. BOX AE7495'27687, RALEIGH, NC 27611. DESCRIBED BY DAVID L. NOCK 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7502 *********************************************************************** AE7502 DESIGNATION - RALEIGH CBL 150 AE7502 PID - AE7502 AE7502 STATE/COUNTY- NC/WAKE AE7502 USGS QUAD - RALEIGH EAST (1993) AE7502 AE7502 *CURRENT SURVEY CONTROL AE7502 ___________________________________________________________________ AE7502* NAD 83(1986)- 35 52 20.60005(N) 078 34 47.18435(W) ADJUSTED AE7502* NAVD 88 - 92.50 (+/-2cm) 303.5 (feet) VERTCON AE7502 ___________________________________________________________________ AE7502 LAPLACE CORR- -7.86 (seconds) DEFLEC99 AE7502 GEOID HEIGHT- -32.93 (meters) GEOID03 AE7502 AE7502 HORZ ORDER - SECOND AE7502 VERT ORDER - THIRD ? (See Below) AE7502 AE7502.The North Carolina HARNS have been completed but, AE7502.due to contractual restrictions, coordinates for these stations AE7502.will NOT be published in the near future. In the interim, the AE7502.published coordinates in North Carolina will not be AE7502.consistent with the Continuously Operating Reference Stations AE7502.(CORS). The HARN coordinates for these stations are available AE7502.upon request. Contact Gary Thompson(919-733-3836). AE7502. AE7502.In addition, the published North Carolina positions AE7502.(NAD 83 (1986)) are NOT consistent with those determined in AE7502.adjacent state readjustments. The discontinuity between stations AE7502.located in North Carolina and those in adjacent states AE7502.which have been adjusted to the HARN may be as much as 5 AE7502.decimeters. This will result in a significant loss of accuracy AE7502.over lines crossing such state borders. AE7502 AE7502 AE7502.The horizontal coordinates were established by classical geodetic methods AE7502.and adjusted by the National Geodetic Survey in February 1998. AE7502 AE7502.The NAVD 88 height was computed by applying the VERTCON shift value to AE7502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7502.The vertical order pertains to the NGVD 29 superseded value. AE7502 AE7502.The Laplace correction was computed from DEFLEC99 derived deflections. AE7502 AE7502.The geoid height was determined by GEOID03. AE7502 AE7502; North East Units Scale Factor Converg. AE7502;SPC NC - 235,522.376 647,548.619 MT 0.99993114 +0 14 33.2 AE7502;SPC NC - 772,709.66 2,124,499.09 sFT 0.99993114 +0 14 33.2 AE7502;UTM 17 - 3,972,499.817 718,500.677 MT 1.00018833 +1 25 07.6 AE7502 AE7502! - Elev Factor x Scale Factor = Combined Factor AE7502!SPC NC - 0.99999065 x 0.99993114 = 0.99992179 AE7502!UTM 17 - 0.99999065 x 1.00018833 = 1.00017898 AE7502 AE7502 SUPERSEDED SURVEY CONTROL AE7502 AE7502 NGVD 29 (02/27/98) 92.78 (m) 304.4 (f) LEVELING 3 AE7502 AE7502.Superseded values are not recommended for survey control. AE7502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7502.See file dsdata.txt to determine how the superseded data were derived. AE7502 AE7502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1850172500(NAD 83) AE7502_MARKER: DH = HORIZONTAL CONTROL DISK AE7502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7502_STAMPING: RALEIGH 150 AE7502_MARK LOGO: NCGS AE7502_PROJECTION: RECESSED 3 CENTIMETERS AE7502_MAGNETIC: N = NO MAGNETIC MATERIAL AE7502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7502+STABILITY: SURFACE MOTION AE7502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE7502+SATELLITE: SATELLITE OBSERVATIONS - March 20, 1993 AE7502 AE7502 HISTORY - Date Condition Report By AE7502 HISTORY - 1982 MONUMENTED NCGS AE7502 HISTORY - 19871030 GOOD NCGS AE7502 HISTORY - 19930320 GOOD NGS AE7502 AE7502 STATION DESCRIPTION AE7502 AE7502'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 AE7502'THE BASE LINE IS LOCATED ABOUT 13.4 KM (8.3 MI) SOUTHWEST OF WAKE AE7502'FOREST, 11.3 KM (7.0 MI) NORTHEAST OF RALEIGH, AND 3.7 KM (2.3 MI) AE7502'NORTHEAST OF THE JUNCTION OF U.S. HIGHWAYS 1 AND 401. THE BASE LINE AE7502'RUNS ALONG AND IS APPROXIMATELY PARALLEL WITH A METAL RIGHT-OF- WAY AE7502'FENCE THAT BORDERS THE WESTERN EDGE OF U.S. HIGHWAY 1 AND THE EASTERN AE7502'EDGE OF U.S. HIGHWAY 1 SERVICE ROAD. AE7502' AE7502'THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0-METER POINT ON AE7502'THE SOUTHWEST END. IT CONSISTS OF THE 0, 150, 400, AND 1400 METER AE7502'POINTS. THE BASE LINE DISKS ARE NORTH CAROLINA GEODETIC SURVEY AE7502'TRIANGULATION STATION DISKS. AE7502' AE7502'TO REACH THE 0-METER POINT FROM THE U.S. HIGHWAY 1 BRIDGE OVER U.S. AE7502'HIGHWAY 401, LOCATED ON THE NORTH SIDE OF RALEIGH, GO NORTH ON U.S. AE7502'HIGHWAY 1 (CAPITAL BOULEVARD) FOR 3.4 KM (2.1 MI) TO THE INTERSECTION AE7502'OF OLD WAKE FOREST ROAD ON THE LEFT. TURN LEFT AND GO WESTERLY ON OLD AE7502'WAKE FOREST ROAD FOR 0.10 KM (0.06 MI) TO THE INTERSECTION OF U.S. AE7502'HIGHWAY 1 SERVICE ROAD ON THE RIGHT. TURN RIGHT THEN BEAR RIGHT AND AE7502'GO EAST FOLLOWING A METAL-RIGHT-OF-WAY FENCE FOR 0.10 KM (0.06 MI) TO AE7502'THE 0-METER POINT NEAR THE RIGHT-OF-WAY FENCE CORNER. AE7502' AE7502'THE 150-METER POINT IS A NORTH CAROLINA GEODETIC SURVEY DISK AE7502'STAMPED--RALEIGH 150--, SET IN THE TOP OF A 25 CM (10 IN) DIAMETER AE7502'CONCRETE POST RECESSED 2.5 CM (1 IN) BELOW THE SURFACE OF THE GROUND. AE7502'IT IS 51.5 M (169.0 FT) NORTHEAST OF A WOODEN UTILITY POLE WITH AN AE7502'ALUMINUM REFERENCE TAG, 17.3 M (56.8 FT) SOUTHEAST OF THE CENTERLINE AE7502'OF THE FRONTAGE ROAD, 10.0 M (32.8 FT) SOUTHWEST OF A WOODEN UTILITY AE7502'POLE WITH AN ALUMINUM REFERENCE TAG, AND 8.2 M (26.9 FT) NORTHWEST OF AE7502'A FIBERGLASS WITNESS POST IN THE METAL RIGHT- OF-WAY FENCE. AE7502' AE7502'USER NOTES CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. AE7502'ELEVATIONS ARE FOR CBL USE ONLY. TRAFFIC ON BOTH HIGHWAYS IS HEAVY, AE7502'SAFETY PRECAUTIONS ARE RECOMMENDED. AE7502' AE7502'THIS CALIBRATION BASE LINE WAS ESTABLISHED AND REMEASURED WITH AE7502'ASSISTANCE FROM THE NORTH CAROLINA GEODETIC SURVEY. FOR MORE AE7502'INFORMATION PLEASE CONTACT CHIEF, GEODETIC SURVEY SECTION, NORTH AE7502'CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES, P.O. AE7502'BOX 27687, RALEIGH, NC 27611. TELEPHONE (919) 733-3836. AE7502 AE7502 STATION RECOVERY (1987) AE7502 AE7502'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7502'STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) NORTH-NORTHEAST OF THE AE7502'CAPITAL SQUARE IN RALEIGH. PROCEED ALONG US 1 (CAPITAL BOULEVARD) FOR AE7502'3.7 KM (2.30 MI) NORTH FROM THE US 401 BRIDGE TO OLD WAKE FOREST ROAD, AE7502'THENCE 0.1 KM (0.05 MI) WEST TO A US 1 SERVICE ROAD, TO AE7502'THE--000--STATION, NEAR AN ANGLE IN THE RIGHT-OF-WAY FENCE. CONTINUE AE7502'NORTH ALONG EAST SIDE OF FRONTAGE ROAD FOR 0.16 KM (0.10 MI) TO AE7502'THE--150--STATION, ON THE RIGHT. MARK IS FLUSH WITH GROUND. LOCATED AE7502'17.28 M (56.69 FT) SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD, AE7502'10.06 M (33.01 FT) WEST-SOUTHWEST OF THE POWER POLE AT THE JUNCTION OF AE7502'LINES, AND 8.26 M (27.10 FT) NORTHWEST OF A RIGHT-OF-WAY FENCE. AE7502 AE7502 STATION RECOVERY (1993) AE7502 AE7502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (KM) AE7502'MARK IS A COMPONENT OF THE RALEIGH CALIBRATION BASE LINE. LOCATED AE7502'ABOUT 13.4 KM (8.3 MI) SOUTHWEST OF WAKE FOREST, 11.3 KM (7.0 MI) AE7502'NORTHEAST OF RALEIGH AND 3.7 KM (2.3 MI) NORTHEAST OF THE JUNCTION OF AE7502'U.S. HIGHWAYS 1 AND 401. MARK IS NEAR A METAL RIGHT-OF-WAY FENCE AE7502'ACROSS FROM THE PLANTATION INN LOCATED BETWEEN U.S. HIGHWAY 1 AND U.S. AE7502'HIGHWAY 1 SERVICE ROAD. TO REACH FROM U.S. HIGHWAY 1 BRIDGE OVER U.S. AE7502'HIGHWAY 401, LOCATED ON THE NORTH SIDE OF RALEIGH, GO NORTH ON U.S. AE7502'HIGHWAY 1 (CAPIAL BOULEVARD) FOR 3.4 KM (2.1 MI) TO THE INTERSECTION AE7502'OF OLD WAKE FOREST ROAD ON THE LEFT. TURN LEFT AND GO WESTERLY ON OLD AE7502'WAKE FOREST ROAD FOR 0.10 KM (0.06 MI) TO THE INTERSECTION OF U.S. AE7502'HIGHWAY 1 SERVICE ROAD ON THE RIGHT. TURN RIGHT AND GO NORTHEAST ON AE7502'THE SERVICE ROAD FOR 0.3 KM (0.2 MI) TO THE MARK ON THE RIGHT. MARK IS AE7502'SET IN THE TOP OF A 25 CM (10 IN) DIAMETER CONCRETE POST RECESSED 2.5 AE7502'CM (1 IN) BELOW GROUND SURFACE. IT IS 51.5 M (169.0 FT) NORTHEAST OF AE7502'A WOODEN UTILITY POLE WITH AN ALUMINUM REFERENCE TAG, 17.3 M (56.8 FT) AE7502'SOUTHEAST OF THE CENTERLINE OF THE FRONTAGE ROAD, 10.0 M (32.8 FT) AE7502'SOUTHWEST OF A WOODEN UTILITY POLE WITH AN ALUMINUM REFERENCE TAG AND AE7502'8.2 M (26.9 FT) NORTHWEST OF A FIBERGLASS WITNESS POST IN THE METAL AE7502'RIGHT-OF-WAY FENCE. FOR MORE INFORMATION CONTACT MR. LARRY AKERS, AE7502'CHIEF GEODETIC SURVEY SECTION, NORTH CAROLINA DEPARTMENT OF AE7502'ENVIRONMENT, HEALTH, AND NATURAL RESOURCES, P.O. BOX 27687, RALEIGH, AE7502'NC 27611. DESCRIBED BY DAVID L. NOCK 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7501 *********************************************************************** AE7501 DESIGNATION - RALEIGH CBL 400 AE7501 PID - AE7501 AE7501 STATE/COUNTY- NC/WAKE AE7501 USGS QUAD - RALEIGH EAST (1993) AE7501 AE7501 *CURRENT SURVEY CONTROL AE7501 ___________________________________________________________________ AE7501* NAD 83(1986)- 35 52 27.25417(N) 078 34 41.49011(W) ADJUSTED AE7501* NAVD 88 - 87.10 (+/-2cm) 285.8 (feet) VERTCON AE7501 ___________________________________________________________________ AE7501 LAPLACE CORR- -7.89 (seconds) DEFLEC99 AE7501 GEOID HEIGHT- -32.94 (meters) GEOID03 AE7501 AE7501 HORZ ORDER - SECOND AE7501 VERT ORDER - THIRD ? (See Below) AE7501 AE7501.The North Carolina HARNS have been completed but, AE7501.due to contractual restrictions, coordinates for these stations AE7501.will NOT be published in the near future. In the interim, the AE7501.published coordinates in North Carolina will not be AE7501.consistent with the Continuously Operating Reference Stations AE7501.(CORS). The HARN coordinates for these stations are available AE7501.upon request. Contact Gary Thompson(919-733-3836). AE7501. AE7501.In addition, the published North Carolina positions AE7501.(NAD 83 (1986)) are NOT consistent with those determined in AE7501.adjacent state readjustments. The discontinuity between stations AE7501.located in North Carolina and those in adjacent states AE7501.which have been adjusted to the HARN may be as much as 5 AE7501.decimeters. This will result in a significant loss of accuracy AE7501.over lines crossing such state borders. AE7501 AE7501 AE7501.The horizontal coordinates were established by classical geodetic methods AE7501.and adjusted by the National Geodetic Survey in February 1998. AE7501 AE7501.The NAVD 88 height was computed by applying the VERTCON shift value to AE7501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7501.The vertical order pertains to the NGVD 29 superseded value. AE7501 AE7501.The Laplace correction was computed from DEFLEC99 derived deflections. AE7501 AE7501.The geoid height was determined by GEOID03. AE7501 AE7501; North East Units Scale Factor Converg. AE7501;SPC NC - 235,728.054 647,690.581 MT 0.99993149 +0 14 36.4 AE7501;SPC NC - 773,384.46 2,124,964.85 sFT 0.99993149 +0 14 36.4 AE7501;UTM 17 - 3,972,708.420 718,638.422 MT 1.00018907 +1 25 11.1 AE7501 AE7501! - Elev Factor x Scale Factor = Combined Factor AE7501!SPC NC - 0.99999150 x 0.99993149 = 0.99992299 AE7501!UTM 17 - 0.99999150 x 1.00018907 = 1.00018057 AE7501 AE7501 SUPERSEDED SURVEY CONTROL AE7501 AE7501 NGVD 29 (02/27/98) 87.38 (m) 286.7 (f) LEVELING 3 AE7501 AE7501.Superseded values are not recommended for survey control. AE7501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7501.See file dsdata.txt to determine how the superseded data were derived. AE7501 AE7501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1863872708(NAD 83) AE7501_MARKER: DH = HORIZONTAL CONTROL DISK AE7501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7501_STAMPING: RALEIGH 400 AE7501_MARK LOGO: NCGS AE7501_PROJECTION: FLUSH AE7501_MAGNETIC: N = NO MAGNETIC MATERIAL AE7501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7501+STABILITY: SURFACE MOTION AE7501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE7501+SATELLITE: SATELLITE OBSERVATIONS - March 20, 1993 AE7501 AE7501 HISTORY - Date Condition Report By AE7501 HISTORY - 1982 MONUMENTED NCGS AE7501 HISTORY - 19871030 GOOD NCGS AE7501 HISTORY - 19930320 GOOD NGS AE7501 AE7501 STATION DESCRIPTION AE7501 AE7501'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 AE7501'THE BASE LINE IS LOCATED ABOUT 13.4 KM (8.3 MI) SOUTHWEST OF WAKE AE7501'FOREST, 11.3 KM (7.0 MI) NORTHEAST OF RALEIGH, AND 3.7 KM (2.3 MI) AE7501'NORTHEAST OF THE JUNCTION OF U.S. HIGHWAYS 1 AND 401. THE BASE LINE AE7501'RUNS ALONG AND IS APPROXIMATELY PARALLEL WITH A METAL RIGHT-OF- WAY AE7501'FENCE THAT BORDERS THE WESTERN EDGE OF U.S. HIGHWAY 1 AND THE EASTERN AE7501'EDGE OF U.S. HIGHWAY 1 SERVICE ROAD. AE7501' AE7501'THE BASE LINE IS A NORTHEAST-SOUTHWEST LINE WITH THE 0-METER POINT ON AE7501'THE SOUTHWEST END. IT CONSISTS OF THE 0, 150, 400, AND 1400 METER AE7501'POINTS. THE BASE LINE DISKS ARE NORTH CAROLINA GEODETIC SURVEY AE7501'TRIANGULATION STATION DISKS. AE7501' AE7501'TO REACH THE 0-METER POINT FROM THE U.S. HIGHWAY 1 BRIDGE OVER U.S. AE7501'HIGHWAY 401, LOCATED ON THE NORTH SIDE OF RALEIGH, GO NORTH ON U.S. AE7501'HIGHWAY 1 (CAPITAL BOULEVARD) FOR 3.4 KM (2.1 MI) TO THE INTERSECTION AE7501'OF OLD WAKE FOREST ROAD ON THE LEFT. TURN LEFT AND GO WESTERLY ON OLD AE7501'WAKE FOREST ROAD FOR 0.10 KM (0.06 MI) TO THE INTERSECTION OF U.S. AE7501'HIGHWAY 1 SERVICE ROAD ON THE RIGHT. TURN RIGHT THEN BEAR RIGHT AND AE7501'GO EAST FOLLOWING A METAL-RIGHT-OF-WAY FENCE FOR 0.10 KM (0.06 MI) TO AE7501'THE 0-METER POINT NEAR THE RIGHT-OF-WAY FENCE CORNER. AE7501' AE7501'THE 400-METER POINT IS A NORTH CAROLINA GEODETIC SURVEY DISK AE7501'STAMPED--RALEIGH 400--, SET IN THE TOP OF A 33 CM (13 IN) DIAMETER AE7501'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. IT IS 9.4 M (30.8 AE7501'FT) WEST OF A WOODEN UTILITY POLE WITH AN ALUMINUM REFERENCE TAG, 7.8 AE7501'M (25.6 FT) NORTHWEST OF A FIBERGLASS WITNESS POST IN THE METAL AE7501'RIGHT-OF-WAY FENCE, AND 6.7 M (22.0 FT) SOUTHEAST OF THE CENTER LINE AE7501'OF THE FRONTAGE ROAD. AE7501' AE7501'USER NOTES CBL USERS SHOULD TAKE CARE IN PLUMBING OVER ALL POINTS. AE7501'ELEVATIONS ARE FOR CBL USE ONLY. TRAFFIC ON BOTH HIGHWAYS IS HEAVY, AE7501'SAFETY PRECAUTIONS ARE RECOMMENDED. AE7501' AE7501'THIS CALIBRATION BASE LINE WAS ESTABLISHED AND REMEASURED WITH AE7501'ASSISTANCE FROM THE NORTH CAROLINA GEODETIC SURVEY. FOR MORE AE7501'INFORMATION PLEASE CONTACT CHIEF, GEODETIC SURVEY SECTION, NORTH AE7501'CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES, P.O. AE7501'BOX 27687, RALEIGH, NC 27611. TELEPHONE (919) 733-3836. AE7501 AE7501 STATION RECOVERY (1987) AE7501 AE7501'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7501'STATION IS LOCATED ABOUT 11.3 KM (7.00 MI) NORTH-NORTHEAST OF THE AE7501'CAPITAL SQUARE IN RALEIGH. PROCEED ALONG US 1 (CAPITAL BOULEVARD) FOR AE7501'3.7 KM (2.30 MI) NORTH FROM THE US 401 BRIDGE TO OLD WAKE FOREST ROAD, AE7501'THENCE 0.1 KM (0.05 MI) WEST TO A US 1 SERVICE ROAD, TO AE7501'THE--000--STATION, NEAR AN ANGLE IN THE RIGHT-OF-WAY FENCE. CONTINUE AE7501'NORTH ALONG EAST SIDE OF FRONTAGE ROAD FOR 0.16 KM (0.10 MI) TO AE7501'THE--150--STATION, ON THE RIGHT. CONTINUE NORTH ALONG THE FRONTAGE AE7501'ROAD FOR 0.24 KM (0.15 MI) TO THE--400--STATION, ON THE RIGHT. MARK IS AE7501'FLUSH WITH GROUND. LOCATED 6.83 M (22.41 FT) SOUTHEAST OF THE AE7501'CENTERLINE OF THE FRONTAGE ROAD, 7.80 M (25.59 FT) NORTHWEST OF A AE7501'RIGHT-OF-WAY FENCE, 5.76 M (18.90 FT) SOUTHWEST OF A POWER POLE ANCHOR AE7501'CABLE, AND 9.48 M (31.10 FT) WEST FROM A POWER POLE WITH A REFERENCE AE7501'TAG. AE7501 AE7501 STATION RECOVERY (1993) AE7501 AE7501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (KM) AE7501'MARK IS A COMPONENT OF THE RALEIGH CALIBRATION BASE LINE. LOCATED AE7501'ABOUT 13.4 KM (8.3 MI) SOUTHWEST OF WAKE FOREST, 11.3 KM (7.0 MI) AE7501'NORTHEAST OF RALEIGH, AND 3.7 KM (2.3 MI) NORTHEAST OF THE JUNCTION OF AE7501'U.S. HIGHWAYS 1 AND 401. MARK IS NEAR A METAL RIGHT-OF-WAY FENCE AE7501'BETWEEN U.S. HIGHWAY 1 AND U.S. HIGHWAY 1 SERVICE ROAD. TO REACH FROM AE7501'U.S. HIGHWAY 1 BRIDGE OVER U.S. HIGHWAY 401, LOCATED ON THE NORTH SIDE AE7501'OF RALEIGH, GO NORTH ON U.S. HIGHWAY 1 (CAPIAL BOULEVARD) FOR 3.4 KM AE7501'(2.1 MI) TO THE INTERSECTION OF OLD WAKE FOREST ROAD ON THE LEFT. AE7501'TURN LEFT AND GO WESTERLY ON OLD WAKE FOREST ROAD FOR 0.10 KM (0.06 AE7501'MI) TO THE INTERSECTION OF U.S. HIGHWAY 1 SERVICE ROAD ON THE RIGHT. AE7501'TURN RIGHT AND GO NORTHEAST ON THE SERVICE ROAD FOR 0.65 KM (0.40 MI) AE7501'TO THE MARK ON THE RIGHT. MARK IS SET IN THE TOP OF A 33 CM (13 IN) AE7501'DIAMETER CONCRETE POST FLUSH WITH GROUND SURFACE. IT IS 9.4 M (30.8 AE7501'FT) WEST OF A WOODEN UTILITY POLE WITH AN ALUMINUM REFERENCE TAG, 7.8 AE7501'M (25.6 FT) NORTHWEST OF A FIBERGLASS WITNESS POST IN A METAL AE7501'RIGHT-OF-WAY FENCE AND 6.7 M (22.0 FT) SOUTHEAST OF THE CENTERLINE OF AE7501'THE FRONTAGE ROAD. FOR MORE INFORMATION CONTACT MR. LARRY AKERS, CHIEF AE7501'GEODETIC SURVEY SECTION, NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, AE7501'HEALTH, AND NATURAL RESOURCES, P.O. BOX 27687, RALEIGH, NC 27611. AE7501'DESCRIBED BY DAVID L. NOCK 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5141 *********************************************************************** EZ5141 DESIGNATION - RALEIGH DIX HILL ST HOSP STACK EZ5141 PID - EZ5141 EZ5141 STATE/COUNTY- NC/WAKE EZ5141 USGS QUAD - RALEIGH WEST (1988) EZ5141 EZ5141 *CURRENT SURVEY CONTROL EZ5141 ___________________________________________________________________ EZ5141* NAD 83(1986)- 35 46 06.43231(N) 078 39 23.66415(W) ADJUSTED EZ5141* NAVD 88 - EZ5141 ___________________________________________________________________ EZ5141 LAPLACE CORR- -7.22 (seconds) DEFLEC99 EZ5141 GEOID HEIGHT- -32.86 (meters) GEOID03 EZ5141 EZ5141 HORZ ORDER - THIRD EZ5141 EZ5141.The North Carolina HARNS have been completed but, EZ5141.due to contractual restrictions, coordinates for these stations EZ5141.will NOT be published in the near future. In the interim, the EZ5141.published coordinates in North Carolina will not be EZ5141.consistent with the Continuously Operating Reference Stations EZ5141.(CORS). The HARN coordinates for these stations are available EZ5141.upon request. Contact Gary Thompson(919-733-3836). EZ5141. EZ5141.In addition, the published North Carolina positions EZ5141.(NAD 83 (1986)) are NOT consistent with those determined in EZ5141.adjacent state readjustments. The discontinuity between stations EZ5141.located in North Carolina and those in adjacent states EZ5141.which have been adjusted to the HARN may be as much as 5 EZ5141.decimeters. This will result in a significant loss of accuracy EZ5141.over lines crossing such state borders. EZ5141 EZ5141 EZ5141.The horizontal coordinates were established by classical geodetic methods EZ5141.and adjusted by the National Geodetic Survey in July 1986. EZ5141 EZ5141 EZ5141.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5141 EZ5141.The geoid height was determined by GEOID03. EZ5141 EZ5141; North East Units Scale Factor Converg. EZ5141;SPC NC - 223,964.439 640,653.336 MT 0.99991316 +0 11 53.6 EZ5141;SPC NC - 734,790.00 2,101,876.82 sFT 0.99991316 +0 11 53.6 EZ5141;UTM 17 - 3,960,800.107 711,842.017 MT 1.00015303 +1 22 13.0 EZ5141 EZ5141 SUPERSEDED SURVEY CONTROL EZ5141 EZ5141 NAD 27 - 35 46 05.88900(N) 078 39 24.64900(W) AD( ) 3 EZ5141 EZ5141.Superseded values are not recommended for survey control. EZ5141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5141.See file dsdata.txt to determine how the superseded data were derived. EZ5141 EZ5141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1184260800(NAD 83) EZ5141_MARKER: 63 = STACK EZ5141 EZ5141 HISTORY - Date Condition Report By EZ5141 HISTORY - 1933 FIRST OBSERVED CGS EZ5141 HISTORY - 20030307 MARK NOT FOUND USPSQD EZ5141 HISTORY - 20040329 MARK NOT FOUND USPSQD EZ5141 EZ5141 STATION DESCRIPTION EZ5141 EZ5141'NO DESCRIPTIVE TEXT AVAILABLE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5142 *********************************************************************** EZ5142 DESIGNATION - RALEIGH EDENTON METH CH SPIRE EZ5142 PID - EZ5142 EZ5142 STATE/COUNTY- NC/WAKE EZ5142 USGS QUAD - RALEIGH WEST (1988) EZ5142 EZ5142 *CURRENT SURVEY CONTROL EZ5142 ___________________________________________________________________ EZ5142* NAD 83(1986)- 35 46 53.45754(N) 078 38 34.24909(W) ADJUSTED EZ5142* NAVD 88 - EZ5142 ___________________________________________________________________ EZ5142 LAPLACE CORR- -7.43 (seconds) DEFLEC99 EZ5142 GEOID HEIGHT- -32.89 (meters) GEOID03 EZ5142 EZ5142 HORZ ORDER - THIRD EZ5142 EZ5142.The North Carolina HARNS have been completed but, EZ5142.due to contractual restrictions, coordinates for these stations EZ5142.will NOT be published in the near future. In the interim, the EZ5142.published coordinates in North Carolina will not be EZ5142.consistent with the Continuously Operating Reference Stations EZ5142.(CORS). The HARN coordinates for these stations are available EZ5142.upon request. Contact Gary Thompson(919-733-3836). EZ5142. EZ5142.In addition, the published North Carolina positions EZ5142.(NAD 83 (1986)) are NOT consistent with those determined in EZ5142.adjacent state readjustments. The discontinuity between stations EZ5142.located in North Carolina and those in adjacent states EZ5142.which have been adjusted to the HARN may be as much as 5 EZ5142.decimeters. This will result in a significant loss of accuracy EZ5142.over lines crossing such state borders. EZ5142 EZ5142 EZ5142.The horizontal coordinates were established by classical geodetic methods EZ5142.and adjusted by the National Geodetic Survey in July 1986. EZ5142 EZ5142 EZ5142.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5142 EZ5142.The geoid height was determined by GEOID03. EZ5142 EZ5142; North East Units Scale Factor Converg. EZ5142;SPC NC - 225,418.039 641,889.237 MT 0.99991524 +0 12 22.1 EZ5142;SPC NC - 739,559.02 2,105,931.61 sFT 0.99991524 +0 12 22.1 EZ5142;UTM 17 - 3,962,279.047 713,048.212 MT 1.00015934 +1 22 43.5 EZ5142 EZ5142 SUPERSEDED SURVEY CONTROL EZ5142 EZ5142 NAD 27 - 35 46 52.91600(N) 078 38 35.23300(W) AD( ) 3 EZ5142 EZ5142.Superseded values are not recommended for survey control. EZ5142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5142.See file dsdata.txt to determine how the superseded data were derived. EZ5142 EZ5142_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1304862279(NAD 83) EZ5142_MARKER: 90 = CHURCH SPIRE EZ5142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5142+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005 EZ5142 EZ5142 HISTORY - Date Condition Report By EZ5142 HISTORY - 1933 FIRST OBSERVED CGS EZ5142 HISTORY - 20030307 GOOD USPSQD EZ5142 HISTORY - 20040329 GOOD USPSQD EZ5142 HISTORY - 20050726 GOOD USPSQD EZ5142 EZ5142 STATION DESCRIPTION EZ5142 EZ5142'NO DESCRIPTIVE TEXT AVAILABLE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6596 *********************************************************************** EZ6596 DESIGNATION - RALEIGH FAIRGROUNDS TANK EZ6596 PID - EZ6596 EZ6596 STATE/COUNTY- NC/WAKE EZ6596 USGS QUAD - RALEIGH WEST (1988) EZ6596 EZ6596 *CURRENT SURVEY CONTROL EZ6596 ___________________________________________________________________ EZ6596* NAD 83(1986)- 35 47 49.32550(N) 078 42 26.29106(W) ADJUSTED EZ6596* NAVD 88 - EZ6596 ___________________________________________________________________ EZ6596 LAPLACE CORR- -6.88 (seconds) DEFLEC99 EZ6596 GEOID HEIGHT- -32.58 (meters) GEOID03 EZ6596 EZ6596 HORZ ORDER - THIRD EZ6596 EZ6596.The North Carolina HARNS have been completed but, EZ6596.due to contractual restrictions, coordinates for these stations EZ6596.will NOT be published in the near future. In the interim, the EZ6596.published coordinates in North Carolina will not be EZ6596.consistent with the Continuously Operating Reference Stations EZ6596.(CORS). The HARN coordinates for these stations are available EZ6596.upon request. Contact Gary Thompson(919-733-3836). EZ6596. EZ6596.In addition, the published North Carolina positions EZ6596.(NAD 83 (1986)) are NOT consistent with those determined in EZ6596.adjacent state readjustments. The discontinuity between stations EZ6596.located in North Carolina and those in adjacent states EZ6596.which have been adjusted to the HARN may be as much as 5 EZ6596.decimeters. This will result in a significant loss of accuracy EZ6596.over lines crossing such state borders. EZ6596 EZ6596 EZ6596.The horizontal coordinates were established by classical geodetic methods EZ6596.and adjusted by the National Geodetic Survey in December 1992. EZ6596 EZ6596 EZ6596.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6596 EZ6596.The geoid height was determined by GEOID03. EZ6596 EZ6596; North East Units Scale Factor Converg. EZ6596;SPC NC - 227,120.714 636,057.098 MT 0.99991777 +0 10 08.2 EZ6596;SPC NC - 745,145.21 2,086,797.33 sFT 0.99991777 +0 10 08.2 EZ6596;UTM 17 - 3,963,862.375 707,181.116 MT 1.00012896 +1 20 29.4 EZ6596 EZ6596 SUPERSEDED SURVEY CONTROL EZ6596 EZ6596.No superseded survey control is available for this station. EZ6596 EZ6596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0718163862(NAD 83) EZ6596_MARKER: 53 = ELEVATED TANK EZ6596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6596+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005 EZ6596 EZ6596 HISTORY - Date Condition Report By EZ6596 HISTORY - 1984 FIRST OBSERVED NCGS EZ6596 HISTORY - 19860615 GOOD NCGS EZ6596 HISTORY - 20030307 GOOD USPSQD EZ6596 HISTORY - 20040329 GOOD USPSQD EZ6596 HISTORY - 20050724 GOOD USPSQD EZ6596 EZ6596 STATION DESCRIPTION EZ6596 EZ6596'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6596'THE STATION, RALEIGH FAIRGROUNDS TANK, IS LOCATED ABOUT 6.1 KM (3.8 EZ6596'MI) NORTHWEST OF THE CAPITOL SQUARE IN RALEIGH. EZ6596' EZ6596'ALONG BLUE RIDGE ROAD FOR 0.3 KM (0.2 MI) NORTH FROM HILLSBOROUGH EZ6596'STREET, ABOUT 250 FT EAST OF THE ROAD. EZ6596' EZ6596'THE LANDMARK IS ABOUT 150 FT TALL, SUPPORTED BY 12 LEGS, PAINTED EZ6596'GREY, AND DIRECTLY ACROSS FROM GATE 11 ENTRANCE TO THE FAIRGROUNDS. EZ6596' EZ6596'POINT INTERSECTED WAS THE CAP ON TOP. EZ6596 EZ6596 STATION RECOVERY (1986) EZ6596 EZ6596'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ6596'RECOVERED AS DESCRIBED. EZ6596 EZ6596 STATION RECOVERY (2003) EZ6596 EZ6596'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ6596'RECOVERED IN GOOD CONDITION. EZ6596 EZ6596 STATION RECOVERY (2004) EZ6596 EZ6596'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM) EZ6596'RECOVERED IN GOOD CONDITION. EZ6596 EZ6596 STATION RECOVERY (2005) EZ6596 EZ6596'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM) EZ6596'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5306 *********************************************************************** EZ5306 DESIGNATION - RALEIGH GREEN AND WHITE AWY BN EZ5306 PID - EZ5306 EZ5306 STATE/COUNTY- NC/WAKE EZ5306 USGS QUAD - LAKE WHEELER (1993) EZ5306 EZ5306 *CURRENT SURVEY CONTROL EZ5306 ___________________________________________________________________ EZ5306* NAD 83(1986)- 35 44 03.28447(N) 078 39 06.19950(W) ADJUSTED EZ5306* NAVD 88 - EZ5306 ___________________________________________________________________ EZ5306 LAPLACE CORR- -7.18 (seconds) DEFLEC99 EZ5306 GEOID HEIGHT- -32.96 (meters) GEOID03 EZ5306 EZ5306 HORZ ORDER - THIRD EZ5306 EZ5306.The North Carolina HARNS have been completed but, EZ5306.due to contractual restrictions, coordinates for these stations EZ5306.will NOT be published in the near future. In the interim, the EZ5306.published coordinates in North Carolina will not be EZ5306.consistent with the Continuously Operating Reference Stations EZ5306.(CORS). The HARN coordinates for these stations are available EZ5306.upon request. Contact Gary Thompson(919-733-3836). EZ5306. EZ5306.In addition, the published North Carolina positions EZ5306.(NAD 83 (1986)) are NOT consistent with those determined in EZ5306.adjacent state readjustments. The discontinuity between stations EZ5306.located in North Carolina and those in adjacent states EZ5306.which have been adjusted to the HARN may be as much as 5 EZ5306.decimeters. This will result in a significant loss of accuracy EZ5306.over lines crossing such state borders. EZ5306 EZ5306 EZ5306.The horizontal coordinates were established by classical geodetic methods EZ5306.and adjusted by the National Geodetic Survey in July 1986. EZ5306 EZ5306 EZ5306.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5306 EZ5306.The geoid height was determined by GEOID03. EZ5306 EZ5306; North East Units Scale Factor Converg. EZ5306;SPC NC - 220,170.832 641,105.295 MT 0.99990796 +0 12 03.7 EZ5306;SPC NC - 722,343.80 2,103,359.62 sFT 0.99990796 +0 12 03.7 EZ5306;UTM 17 - 3,957,015.610 712,371.573 MT 1.00015580 +1 22 19.1 EZ5306 EZ5306 SUPERSEDED SURVEY CONTROL EZ5306 EZ5306 NAD 27 - 35 44 02.73000(N) 078 39 07.18700(W) AD( ) 3 EZ5306 EZ5306.Superseded values are not recommended for survey control. EZ5306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5306.See file dsdata.txt to determine how the superseded data were derived. EZ5306 EZ5306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1237257016(NAD 83) EZ5306_MARKER: 22 = AIRWAY BEACON EZ5306 EZ5306 HISTORY - Date Condition Report By EZ5306 HISTORY - 1933 FIRST OBSERVED CGS EZ5306 EZ5306 STATION DESCRIPTION EZ5306 EZ5306'NO DESCRIPTIVE TEXT AVAILABLE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6601 *********************************************************************** EZ6601 DESIGNATION - RALEIGH HWY PATROL RAD MAST EZ6601 PID - EZ6601 EZ6601 STATE/COUNTY- NC/WAKE EZ6601 USGS QUAD - RALEIGH WEST (1988) EZ6601 EZ6601 *CURRENT SURVEY CONTROL EZ6601 ___________________________________________________________________ EZ6601* NAD 83(1986)- 35 47 57.78107(N) 078 42 20.12552(W) ADJUSTED EZ6601* NAVD 88 - EZ6601 ___________________________________________________________________ EZ6601 LAPLACE CORR- -6.88 (seconds) DEFLEC99 EZ6601 GEOID HEIGHT- -32.58 (meters) GEOID03 EZ6601 EZ6601 HORZ ORDER - THIRD EZ6601 EZ6601.The North Carolina HARNS have been completed but, EZ6601.due to contractual restrictions, coordinates for these stations EZ6601.will NOT be published in the near future. In the interim, the EZ6601.published coordinates in North Carolina will not be EZ6601.consistent with the Continuously Operating Reference Stations EZ6601.(CORS). The HARN coordinates for these stations are available EZ6601.upon request. Contact Gary Thompson(919-733-3836). EZ6601. EZ6601.In addition, the published North Carolina positions EZ6601.(NAD 83 (1986)) are NOT consistent with those determined in EZ6601.adjacent state readjustments. The discontinuity between stations EZ6601.located in North Carolina and those in adjacent states EZ6601.which have been adjusted to the HARN may be as much as 5 EZ6601.decimeters. This will result in a significant loss of accuracy EZ6601.over lines crossing such state borders. EZ6601 EZ6601 EZ6601.The horizontal coordinates were established by classical geodetic methods EZ6601.and adjusted by the National Geodetic Survey in December 1992. EZ6601 EZ6601 EZ6601.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6601 EZ6601.The geoid height was determined by GEOID03. EZ6601 EZ6601; North East Units Scale Factor Converg. EZ6601;SPC NC - 227,381.757 636,211.125 MT 0.99991816 +0 10 11.7 EZ6601;SPC NC - 746,001.65 2,087,302.67 sFT 0.99991816 +0 10 11.7 EZ6601;UTM 17 - 3,964,126.572 707,329.800 MT 1.00012971 +1 20 33.3 EZ6601 EZ6601 SUPERSEDED SURVEY CONTROL EZ6601 EZ6601.No superseded survey control is available for this station. EZ6601 EZ6601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0733064127(NAD 83) EZ6601_MARKER: 41 = ANTENNA MAST EZ6601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6601+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005 EZ6601 EZ6601 HISTORY - Date Condition Report By EZ6601 HISTORY - UNK FIRST OBSERVED EZ6601 HISTORY - 1984 GOOD NCGS EZ6601 HISTORY - 20030307 GOOD USPSQD EZ6601 HISTORY - 20040521 GOOD USPSQD EZ6601 HISTORY - 20040606 GOOD USPSQD EZ6601 HISTORY - 20040609 GOOD USPSQD EZ6601 HISTORY - 20050724 GOOD USPSQD EZ6601 EZ6601 STATION DESCRIPTION EZ6601 EZ6601'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6601'THE STATION WAS RECOVERED AT THIS DATE. EZ6601'STATION IS IN GOOD CONDITION AS DESCRIBED. EZ6601' EZ6601'NCGS EZ6601 EZ6601 STATION RECOVERY (2003) EZ6601 EZ6601'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ6601'RECOVERED IN GOOD CONDITION. EZ6601 EZ6601 STATION RECOVERY (2004) EZ6601 EZ6601'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ6601'RECOVERED IN GOOD CONDITION. EZ6601 EZ6601 STATION RECOVERY (2004) EZ6601 EZ6601'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM) EZ6601'RECOVERED IN GOOD CONDITION. EZ6601 EZ6601 STATION RECOVERY (2004) EZ6601 EZ6601'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN) EZ6601'RECOVERED IN GOOD CONDITION. EZ6601 EZ6601 STATION RECOVERY (2005) EZ6601 EZ6601'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM) EZ6601'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5143 *********************************************************************** EZ5143 DESIGNATION - RALEIGH INS BUILDING FLAGSTAFF EZ5143 PID - EZ5143 EZ5143 STATE/COUNTY- NC/WAKE EZ5143 USGS QUAD - RALEIGH WEST (1988) EZ5143 EZ5143 *CURRENT SURVEY CONTROL EZ5143 ___________________________________________________________________ EZ5143* NAD 83(1986)- 35 46 33.06983(N) 078 38 22.53056(W) ADJUSTED EZ5143* NAVD 88 - -0. (meters) -0. (feet) SCALED EZ5143 ___________________________________________________________________ EZ5143 LAPLACE CORR- -7.42 (seconds) DEFLEC99 EZ5143 GEOID HEIGHT- -32.92 (meters) GEOID03 EZ5143 EZ5143 HORZ ORDER - THIRD EZ5143 EZ5143.The North Carolina HARNS have been completed but, EZ5143.due to contractual restrictions, coordinates for these stations EZ5143.will NOT be published in the near future. In the interim, the EZ5143.published coordinates in North Carolina will not be EZ5143.consistent with the Continuously Operating Reference Stations EZ5143.(CORS). The HARN coordinates for these stations are available EZ5143.upon request. Contact Gary Thompson(919-733-3836). EZ5143. EZ5143.In addition, the published North Carolina positions EZ5143.(NAD 83 (1986)) are NOT consistent with those determined in EZ5143.adjacent state readjustments. The discontinuity between stations EZ5143.located in North Carolina and those in adjacent states EZ5143.which have been adjusted to the HARN may be as much as 5 EZ5143.decimeters. This will result in a significant loss of accuracy EZ5143.over lines crossing such state borders. EZ5143 EZ5143 EZ5143.The horizontal coordinates were established by classical geodetic methods EZ5143.and adjusted by the National Geodetic Survey in July 1986. EZ5143 EZ5143.The orthometric height was scaled from a topographic map. EZ5143 EZ5143.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5143 EZ5143.The geoid height was determined by GEOID03. EZ5143 EZ5143; North East Units Scale Factor Converg. EZ5143;SPC NC - 224,790.795 642,185.795 MT 0.99991433 +0 12 28.9 EZ5143;SPC NC - 737,501.13 2,106,904.56 sFT 0.99991433 +0 12 28.9 EZ5143;UTM 17 - 3,961,657.850 713,357.619 MT 1.00016097 +1 22 49.6 EZ5143 EZ5143! - Elev Factor x Scale Factor = Combined Factor EZ5143!SPC NC - 1.00000521 x 0.99991433 = 0.99991954 EZ5143!UTM 17 - 1.00000521 x 1.00016097 = 1.00016618 EZ5143 EZ5143 SUPERSEDED SURVEY CONTROL EZ5143 EZ5143 NAD 27 - 35 46 32.52700(N) 078 38 23.51700(W) AD( ) 3 EZ5143 EZ5143.Superseded values are not recommended for survey control. EZ5143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5143.See file dsdata.txt to determine how the superseded data were derived. EZ5143 EZ5143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1335861658(NAD 83) EZ5143_MARKER: 83 = FLAGSTAFF EZ5143_MARK LOGO: CGS EZ5143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5143+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005 EZ5143 EZ5143 HISTORY - Date Condition Report By EZ5143 HISTORY - 1957 FIRST OBSERVED CGS EZ5143 HISTORY - 1957 GOOD CGS EZ5143 HISTORY - 19880101 GOOD NCGS EZ5143 HISTORY - 20040329 GOOD USPSQD EZ5143 HISTORY - 20050724 GOOD USPSQD EZ5143 EZ5143 STATION DESCRIPTION EZ5143 EZ5143'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE) EZ5143'STATION IS LOCATED IN THE APPROXIMATE CENTER OF RALEIGH ALONG EZ5143'FAYETTEVILLE STREET ON THE TALLEST BUILDING IN THE EZ5143'CITY. STATION IS ABOUT 240 FEET HIGH, WHICH INCLUDES THE EZ5143'17 STORY BUILDING ON WHICH IT IS MOUNTED. EZ5143' EZ5143'THE POINT INTERSECTED WAS THE TOP OF STAFF. EZ5143 EZ5143 STATION RECOVERY (1957) EZ5143 EZ5143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 EZ5143'RECOVERED IN GOOD CONDITION. EZ5143 EZ5143 STATION RECOVERY (1988) EZ5143 EZ5143'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ5143'STATION IS LOCATED IN THE APPROXIMATE CENTER OF RALEIGH ALONG EZ5143'FAYETTEVILLE STREET ON THE TALLEST BUILDING IN THE EZ5143'CITY. STATION IS ABOUT 240 FEET HIGH, WHICH INCLUDES THE EZ5143'17 STORY BUILDING ON WHICH IT IS MOUNTED. EZ5143'THE POINT INTERSECTED WAS THE TOP OF STAFF. EZ5143'NOTE THE FOLLOWING CORRECTIONS. EZ5143'FAYETTEVILLE STREET IS NOW A MALL AREA. THE INSURANCE BUILDING IS NO EZ5143'LONGER THE TALLEST BUILDING IN THE CITY. EZ5143 EZ5143 STATION RECOVERY (2004) EZ5143 EZ5143'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM) EZ5143'RECOVERED IN GOOD CONDITION. EZ5143 EZ5143 STATION RECOVERY (2005) EZ5143 EZ5143'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM) EZ5143'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5145 *********************************************************************** EZ5145 DESIGNATION - RALEIGH LONGITUDE EZ5145 PID - EZ5145 EZ5145 STATE/COUNTY- NC/WAKE EZ5145 USGS QUAD - RALEIGH WEST (1988) EZ5145 EZ5145 *CURRENT SURVEY CONTROL EZ5145 ___________________________________________________________________ EZ5145* NAD 83(1986)- 35 46 47.22336(N) 078 38 18.43305(W) ADJUSTED EZ5145* NAVD 88 - 111. (meters) 364. (feet) SCALED EZ5145 ___________________________________________________________________ EZ5145 LAPLACE CORR- -7.44 (seconds) DEFLEC99 EZ5145 GEOID HEIGHT- -32.91 (meters) GEOID03 EZ5145 EZ5145 HORZ ORDER - SECOND EZ5145 EZ5145.The North Carolina HARNS have been completed but, EZ5145.due to contractual restrictions, coordinates for these stations EZ5145.will NOT be published in the near future. In the interim, the EZ5145.published coordinates in North Carolina will not be EZ5145.consistent with the Continuously Operating Reference Stations EZ5145.(CORS). The HARN coordinates for these stations are available EZ5145.upon request. Contact Gary Thompson(919-733-3836). EZ5145. EZ5145.In addition, the published North Carolina positions EZ5145.(NAD 83 (1986)) are NOT consistent with those determined in EZ5145.adjacent state readjustments. The discontinuity between stations EZ5145.located in North Carolina and those in adjacent states EZ5145.which have been adjusted to the HARN may be as much as 5 EZ5145.decimeters. This will result in a significant loss of accuracy EZ5145.over lines crossing such state borders. EZ5145 EZ5145 EZ5145.The horizontal coordinates were established by classical geodetic methods EZ5145.and adjusted by the National Geodetic Survey in July 1986. EZ5145 EZ5145.The orthometric height was scaled from a topographic map. EZ5145 EZ5145.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5145 EZ5145.The geoid height was determined by GEOID03. EZ5145 EZ5145; North East Units Scale Factor Converg. EZ5145;SPC NC - 225,227.352 642,287.110 MT 0.99991496 +0 12 31.2 EZ5145;SPC NC - 738,933.40 2,107,236.96 sFT 0.99991496 +0 12 31.2 EZ5145;UTM 17 - 3,962,096.497 713,450.003 MT 1.00016145 +1 22 52.5 EZ5145 EZ5145! - Elev Factor x Scale Factor = Combined Factor EZ5145!SPC NC - 0.99998779 x 0.99991496 = 0.99990275 EZ5145!UTM 17 - 0.99998779 x 1.00016145 = 1.00014924 EZ5145 EZ5145 SUPERSEDED SURVEY CONTROL EZ5145 EZ5145 NAD 27 - 35 46 46.67000(N) 078 38 19.44000(W) AD( ) 2 EZ5145 EZ5145.Superseded values are not recommended for survey control. EZ5145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5145.See file dsdata.txt to determine how the superseded data were derived. EZ5145 EZ5145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1345062096(NAD 83) EZ5145_MARK LOGO: CGS EZ5145_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ5145+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2004 EZ5145 EZ5145 HISTORY - Date Condition Report By EZ5145 HISTORY - 1853 MONUMENTED COASUR EZ5145 HISTORY - 1918 GOOD CGS EZ5145 HISTORY - 1949 GOOD CGS EZ5145 HISTORY - 1983 GOOD USPSQD EZ5145 HISTORY - 1985 GOOD USPSQD EZ5145 HISTORY - 19851121 GOOD USPSQD EZ5145 HISTORY - 1988 GOOD USPSQD EZ5145 HISTORY - 20041026 GOOD INDIV EZ5145 EZ5145 STATION DESCRIPTION EZ5145 EZ5145'DESCRIBED BY COAST AND GEODETIC SURVEY 1918 (BAG) EZ5145'AT RALEIGH, IN SOUTHEAST CORNER OF CAPITOL GROUNDS, 58.67 METERS EZ5145'(192.5 FEET) WEST AND 66.94 METERS (219.6 FEET) SOUTH OF CENTER OF EZ5145'CAPITOL BUILDING. EZ5145'MARKED BY TWO GRANITE POSTS IN GROUND, ONE 18 BY 18 INCHES, AND EZ5145'OTHER 10 BY 10 INCHES, AND EACH ABOUT 5 FEET LONG. EZ5145 EZ5145 STATION RECOVERY (1949) EZ5145 EZ5145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (JAW) EZ5145'STATION WAS FOUND AS DESCRIBED, EXCEPT THAT THERE HAVE BEEN SEVERAL EZ5145'CHANGES IN THE CAPITOL GROUNDS. THE MARK IS A MARBLE STONE ABOUT 10 EZ5145'INCHES SQUARE WITH A CROSS ON TOP, THE CROSS IS NOW GONE. THE MARK EZ5145'IS LOCATED IN THE SE CORNER OF THE CAPITOL GROUNDS IN RALEIGH, 122.7 EZ5145'FEET N 28 DEG E OF THE MAIN ENTRANCE (CENTER DOOR) OF THE LAW AND EZ5145'JUSTICE BUILDING, 58.2 FEET E OF CENTER OF CURB, 41.0 FEET N OF EZ5145'CENTER OF CURB WHERE THE OLD FENCE USED TO BE, 46.8 FEET NW OF CENTER EZ5145'OF STONE STEP, 30.6 FEET S 22 DEG E OF A PARK LIGHT, 7.0 FEET DUE S EZ5145'OF THE S EDGE OF A CURVED SIDEWALK, 5.4 FEET W OF A 19 BY 20 INCH EZ5145'GRANITE STONE PROJECTING 3.0 FEET, 1.24 FEET E OF A 6 BY 17 EZ5145'INCH GRANITE STONE PROJECTING 2.8 FEET, AND 0.9 FOOT W OF A 10 EZ5145'BY 10 INCH GRANITE STONE PROJECTING 2.8 FEET. EZ5145' EZ5145'THE STATION MARK ITSELF PROJECTS 2 INCHES ABOVE THE GROUND. THE MARK EZ5145'IS WELL GUARDED BY THE THREE GRANITE STONES, WHICH SET IN A ROW E TO EZ5145'W. THESE ARE ROUGH CUT IRREGULAR GRANITE STONES AND THE EZ5145'MEASUREMENTS WERE MADE TO THE CLOSET SIDE OF THESE STONES. EZ5145' EZ5145'THE STATE DEPARTMENT OF ARCHIVES AND HISTORY HAVE A RECORD OF THIS EZ5145'MARK IN THEIR FILES. MANY OFFICIALS AROUND THE STATE CAPITOL EZ5145'THOUGHT THIS MARK CAPPED AN OLD WELL THAT USED TO BE IN THIS EZ5145'VICINITY. THE MERIDIAN MARK WAS NOT RECOVERED. EZ5145 EZ5145 STATION RECOVERY (1983) EZ5145 EZ5145'RECOVERY NOTE BY US POWER SQUADRON 1983 (JGS) EZ5145'THE CROSS IS WORN OFF TOP OF STONE. THE STATION WAS FOUND AS EZ5145'DESCRIBED IN 1949 BY J.A.W. WITH THE EXCEPTION OF THE REFERENCE EZ5145'58.2 FEET E OF CENTER OF CURB NO LONGER APPEARS VALID BECAUSE OF EZ5145'CHANGES ON THE CAPITOL GROUNDS. THE STATION IS BEING PRESERVED EZ5145'AS A LABELED HISTORIC MONUMENT ON THE N.C. STATE CAPITOL GROUNDS. EZ5145 EZ5145 STATION RECOVERY (1985) EZ5145 EZ5145'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ5145'STATION FOUND GOOD. EZ5145'VISITED SITE - GOOD AS PER PREVIOUS DESCRIPTION. EZ5145 EZ5145 STATION RECOVERY (1985) EZ5145 EZ5145'RECOVERY NOTE BY US POWER SQUADRON 1985 (WCB) EZ5145'RECOVERED IN GOOD CONDITION. EZ5145 EZ5145 STATION RECOVERY (1988) EZ5145 EZ5145'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EZ5145'RECOVERED IN GOOD CONDITION. EZ5145 EZ5145 STATION RECOVERY (2004) EZ5145 EZ5145'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JIJ) EZ5145'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5146 *********************************************************************** EZ5146 DESIGNATION - RALEIGH MEREDITH COLL TALL STK EZ5146 PID - EZ5146 EZ5146 STATE/COUNTY- NC/WAKE EZ5146 USGS QUAD - RALEIGH WEST (1988) EZ5146 EZ5146 *CURRENT SURVEY CONTROL EZ5146 ___________________________________________________________________ EZ5146* NAD 83(1986)- 35 48 00.42760(N) 078 41 17.74209(W) ADJUSTED EZ5146* NAVD 88 - EZ5146 ___________________________________________________________________ EZ5146 LAPLACE CORR- -6.90 (seconds) DEFLEC99 EZ5146 GEOID HEIGHT- -32.65 (meters) GEOID03 EZ5146 EZ5146 HORZ ORDER - THIRD EZ5146 EZ5146.The North Carolina HARNS have been completed but, EZ5146.due to contractual restrictions, coordinates for these stations EZ5146.will NOT be published in the near future. In the interim, the EZ5146.published coordinates in North Carolina will not be EZ5146.consistent with the Continuously Operating Reference Stations EZ5146.(CORS). The HARN coordinates for these stations are available EZ5146.upon request. Contact Gary Thompson(919-733-3836). EZ5146. EZ5146.In addition, the published North Carolina positions EZ5146.(NAD 83 (1986)) are NOT consistent with those determined in EZ5146.adjacent state readjustments. The discontinuity between stations EZ5146.located in North Carolina and those in adjacent states EZ5146.which have been adjusted to the HARN may be as much as 5 EZ5146.decimeters. This will result in a significant loss of accuracy EZ5146.over lines crossing such state borders. EZ5146 EZ5146 EZ5146.The horizontal coordinates were established by classical geodetic methods EZ5146.and adjusted by the National Geodetic Survey in July 1986. EZ5146 EZ5146 EZ5146.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5146 EZ5146.The geoid height was determined by GEOID03. EZ5146 EZ5146; North East Units Scale Factor Converg. EZ5146;SPC NC - 227,468.101 637,777.104 MT 0.99991829 +0 10 47.7 EZ5146;SPC NC - 746,284.93 2,092,440.38 sFT 0.99991829 +0 10 47.7 EZ5146;UTM 17 - 3,964,244.974 708,894.020 MT 1.00013774 +1 21 09.9 EZ5146 EZ5146 SUPERSEDED SURVEY CONTROL EZ5146 EZ5146 NAD 27 - 35 47 59.88900(N) 078 41 18.73000(W) AD( ) 3 EZ5146 EZ5146.Superseded values are not recommended for survey control. EZ5146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5146.See file dsdata.txt to determine how the superseded data were derived. EZ5146 EZ5146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0889464245(NAD 83) EZ5146_MARKER: 63 = STACK EZ5146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5146+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005 EZ5146 EZ5146 HISTORY - Date Condition Report By EZ5146 HISTORY - 1933 FIRST OBSERVED CGS EZ5146 HISTORY - 1957 GOOD CGS EZ5146 HISTORY - 1985 GOOD USPSQD EZ5146 HISTORY - 20030307 GOOD USPSQD EZ5146 HISTORY - 20040329 GOOD USPSQD EZ5146 HISTORY - 20050724 GOOD USPSQD EZ5146 EZ5146 STATION DESCRIPTION EZ5146 EZ5146'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (VES) EZ5146'THE STATION WAS RECOVERED IN GOOD CONDITION. SCHOOL AUTHORITIES SAY EZ5146'THE STACK IS ESSENTIALLY THE SAME AS WHEN BUILT. THE STATION HAS EZ5146'NOT BEEN DESCRIBED, A PRESENT DAY DESCRIPTION FOLLOWS-- EZ5146' EZ5146'THE STATION IS LOCATED IMMEDIATELY WEST OF RALEIGH, N.C., ABOUT 1 MI EZ5146'EAST OF THE FAIR GROUNDS, ON THE PREMISES OF MEREDITH COLLEGE, AT EZ5146'THE N END OF THE SCHOOL CAFETERIA AND POWERHOUSE. EZ5146 EZ5146 STATION RECOVERY (1985) EZ5146 EZ5146'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) EZ5146'RECOVERED IN GOOD CONDITION. EZ5146 EZ5146 STATION RECOVERY (2003) EZ5146 EZ5146'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ5146'RECOVERED IN GOOD CONDITION. EZ5146 EZ5146 STATION RECOVERY (2004) EZ5146 EZ5146'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM) EZ5146'RECOVERED IN GOOD CONDITION. EZ5146 EZ5146 STATION RECOVERY (2005) EZ5146 EZ5146'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM) EZ5146'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5147 *********************************************************************** EZ5147 DESIGNATION - RALEIGH MEREDITH COLL TANK EZ5147 PID - EZ5147 EZ5147 STATE/COUNTY- NC/WAKE EZ5147 USGS QUAD - RALEIGH WEST (1988) EZ5147 EZ5147 *CURRENT SURVEY CONTROL EZ5147 ___________________________________________________________________ EZ5147* NAD 83(1986)- 35 48 02.13933(N) 078 41 17.09143(W) ADJUSTED EZ5147* NAVD 88 - EZ5147 ___________________________________________________________________ EZ5147 LAPLACE CORR- -6.90 (seconds) DEFLEC99 EZ5147 GEOID HEIGHT- -32.65 (meters) GEOID03 EZ5147 EZ5147 HORZ ORDER - THIRD EZ5147 EZ5147.The North Carolina HARNS have been completed but, EZ5147.due to contractual restrictions, coordinates for these stations EZ5147.will NOT be published in the near future. In the interim, the EZ5147.published coordinates in North Carolina will not be EZ5147.consistent with the Continuously Operating Reference Stations EZ5147.(CORS). The HARN coordinates for these stations are available EZ5147.upon request. Contact Gary Thompson(919-733-3836). EZ5147. EZ5147.In addition, the published North Carolina positions EZ5147.(NAD 83 (1986)) are NOT consistent with those determined in EZ5147.adjacent state readjustments. The discontinuity between stations EZ5147.located in North Carolina and those in adjacent states EZ5147.which have been adjusted to the HARN may be as much as 5 EZ5147.decimeters. This will result in a significant loss of accuracy EZ5147.over lines crossing such state borders. EZ5147 EZ5147 EZ5147.The horizontal coordinates were established by classical geodetic methods EZ5147.and adjusted by the National Geodetic Survey in July 1986. EZ5147 EZ5147 EZ5147.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5147 EZ5147.The geoid height was determined by GEOID03. EZ5147 EZ5147; North East Units Scale Factor Converg. EZ5147;SPC NC - 227,520.904 637,793.274 MT 0.99991837 +0 10 48.1 EZ5147;SPC NC - 746,458.17 2,092,493.43 sFT 0.99991837 +0 10 48.1 EZ5147;UTM 17 - 3,964,298.109 708,909.109 MT 1.00013782 +1 21 10.4 EZ5147 EZ5147 SUPERSEDED SURVEY CONTROL EZ5147 EZ5147 NAD 27 - 35 48 01.60000(N) 078 41 18.07900(W) AD( ) 3 EZ5147 EZ5147.Superseded values are not recommended for survey control. EZ5147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5147.See file dsdata.txt to determine how the superseded data were derived. EZ5147 EZ5147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0890964298(NAD 83) EZ5147 EZ5147 HISTORY - Date Condition Report By EZ5147 HISTORY - UNK MONUMENTED EZ5147 HISTORY - 1957 GOOD CGS EZ5147 HISTORY - 20040613 MARK NOT FOUND USPSQD EZ5147 HISTORY - 20050117 MARK NOT FOUND GEOCAC EZ5147 EZ5147 STATION DESCRIPTION EZ5147 EZ5147'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (VES) EZ5147'THE STATION WAS RECOVERED IN GOOD CONDITION. SCHOOL AUTHORITIES SAY EZ5147'THE TANK IS ESSENTIALLY THE SAME AS WHEN BUILT. THE COLOR OF THE EZ5147'TANK IS PRESENTLY SILVER. THE STATION HAS NOT BEEN DESCRIBED, A EZ5147'PRESENT DAY DESCRIPTION FOLLOWS-- EZ5147' EZ5147'THE STATION IS LOCATED IMMEDIATELY WEST OF RALEIGH, N. C., ABOUT 1 MI EZ5147'EAST OF THE FAIR GROUNDS, ON THE PREMISES OF MEREDITH COLLEGE, JUST EZ5147'NORTH OF THE GROUP OF SCHOOL BUILDINGS. EZ5147 EZ5147 STATION RECOVERY (2004) EZ5147 EZ5147'RECOVERY NOTE BY US POWER SQUADRON 2004 (PFM) EZ5147'MARK NOT FOUND. EZ5147 EZ5147 STATION RECOVERY (2005) EZ5147 EZ5147'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ5147'THE COLLEGE HISTORIAN (C. ROBINSON) REPORTS THAT THE TANK WAS REMOVED EZ5147'IN 1963. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6597 *********************************************************************** EZ6597 DESIGNATION - RALEIGH NC EQPT CO RADIO MAST EZ6597 PID - EZ6597 EZ6597 STATE/COUNTY- NC/WAKE EZ6597 USGS QUAD - RALEIGH WEST (1988) EZ6597 EZ6597 *CURRENT SURVEY CONTROL EZ6597 ___________________________________________________________________ EZ6597* NAD 83(1986)- 35 47 21.08963(N) 078 40 44.50726(W) ADJUSTED EZ6597* NAVD 88 - EZ6597 ___________________________________________________________________ EZ6597 LAPLACE CORR- -6.95 (seconds) DEFLEC99 EZ6597 GEOID HEIGHT- -32.71 (meters) GEOID03 EZ6597 EZ6597 HORZ ORDER - THIRD EZ6597 EZ6597.The North Carolina HARNS have been completed but, EZ6597.due to contractual restrictions, coordinates for these stations EZ6597.will NOT be published in the near future. In the interim, the EZ6597.published coordinates in North Carolina will not be EZ6597.consistent with the Continuously Operating Reference Stations EZ6597.(CORS). The HARN coordinates for these stations are available EZ6597.upon request. Contact Gary Thompson(919-733-3836). EZ6597. EZ6597.In addition, the published North Carolina positions EZ6597.(NAD 83 (1986)) are NOT consistent with those determined in EZ6597.adjacent state readjustments. The discontinuity between stations EZ6597.located in North Carolina and those in adjacent states EZ6597.which have been adjusted to the HARN may be as much as 5 EZ6597.decimeters. This will result in a significant loss of accuracy EZ6597.over lines crossing such state borders. EZ6597 EZ6597 EZ6597.The horizontal coordinates were established by classical geodetic methods EZ6597.and adjusted by the National Geodetic Survey in December 1992. EZ6597 EZ6597 EZ6597.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6597 EZ6597.The geoid height was determined by GEOID03. EZ6597 EZ6597; North East Units Scale Factor Converg. EZ6597;SPC NC - 226,258.435 638,615.428 MT 0.99991648 +0 11 06.9 EZ6597;SPC NC - 742,316.22 2,095,190.78 sFT 0.99991648 +0 11 06.9 EZ6597;UTM 17 - 3,963,052.453 709,757.118 MT 1.00014219 +1 21 28.1 EZ6597 EZ6597 SUPERSEDED SURVEY CONTROL EZ6597 EZ6597.No superseded survey control is available for this station. EZ6597 EZ6597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0975763052(NAD 83) EZ6597_MARKER: 42 = RADIO/TV MAST EZ6597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6597+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005 EZ6597 EZ6597 HISTORY - Date Condition Report By EZ6597 HISTORY - 1984 FIRST OBSERVED NCGS EZ6597 HISTORY - 20030307 GOOD USPSQD EZ6597 HISTORY - 20040329 GOOD USPSQD EZ6597 HISTORY - 20050724 GOOD USPSQD EZ6597 EZ6597 STATION DESCRIPTION EZ6597 EZ6597'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6597'THE STATION, RALEIGH NORTH CAROLINA EQUIPMENT COMPANY RADIO MAST, IS EZ6597'LOCATED ABOUT 3.5 KM (2.2 MI) WEST OF THE CAPITOL SQUARE IN RALEIGH. EZ6597' EZ6597'ALONG HILLSBOROUGH STREET FOR 1.6 KM (1.0 MI) EAST OF THE US 1 AND EZ6597'US 64 BYPASS, AT THE SOUTHWEST CORNER OF THE NORTH CAROLINA EZ6597'EQUIPMENT COMPANY BUILDING SITE. EZ6597' EZ6597'THE LANDMARK IS A 300 FT TOWER PAINTED ALTERNATELY RED AND WHITE, EZ6597'WITH A RED LIGHT ON TOP. EZ6597' EZ6597'POINT INTERSECTED WAS THE RED LIGHT ON TOP. EZ6597 EZ6597 STATION RECOVERY (2003) EZ6597 EZ6597'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ6597'RECOVERED IN GOOD CONDITION. EZ6597 EZ6597 STATION RECOVERY (2004) EZ6597 EZ6597'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM) EZ6597'RECOVERED IN GOOD CONDITION. EZ6597 EZ6597 STATION RECOVERY (2005) EZ6597 EZ6597'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM) EZ6597'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5148 *********************************************************************** EZ5148 DESIGNATION - RALEIGH NC ST COLL CLOCK TOWER EZ5148 PID - EZ5148 EZ5148 STATE/COUNTY- NC/WAKE EZ5148 USGS QUAD - RALEIGH WEST (1988) EZ5148 EZ5148 *CURRENT SURVEY CONTROL EZ5148 ___________________________________________________________________ EZ5148* NAD 83(1986)- 35 47 10.10753(N) 078 39 48.61845(W) ADJUSTED EZ5148* NAVD 88 - EZ5148 ___________________________________________________________________ EZ5148 LAPLACE CORR- -7.21 (seconds) DEFLEC99 EZ5148 GEOID HEIGHT- -32.79 (meters) GEOID03 EZ5148 EZ5148 HORZ ORDER - THIRD EZ5148 EZ5148.The North Carolina HARNS have been completed but, EZ5148.due to contractual restrictions, coordinates for these stations EZ5148.will NOT be published in the near future. In the interim, the EZ5148.published coordinates in North Carolina will not be EZ5148.consistent with the Continuously Operating Reference Stations EZ5148.(CORS). The HARN coordinates for these stations are available EZ5148.upon request. Contact Gary Thompson(919-733-3836). EZ5148. EZ5148.In addition, the published North Carolina positions EZ5148.(NAD 83 (1986)) are NOT consistent with those determined in EZ5148.adjacent state readjustments. The discontinuity between stations EZ5148.located in North Carolina and those in adjacent states EZ5148.which have been adjusted to the HARN may be as much as 5 EZ5148.decimeters. This will result in a significant loss of accuracy EZ5148.over lines crossing such state borders. EZ5148 EZ5148 EZ5148.The horizontal coordinates were established by classical geodetic methods EZ5148.and adjusted by the National Geodetic Survey in July 1986. EZ5148 EZ5148 EZ5148.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5148 EZ5148.The geoid height was determined by GEOID03. EZ5148 EZ5148; North East Units Scale Factor Converg. EZ5148;SPC NC - 225,924.635 640,019.928 MT 0.99991598 +0 11 39.2 EZ5148;SPC NC - 741,221.07 2,099,798.71 sFT 0.99991598 +0 11 39.2 EZ5148;UTM 17 - 3,962,747.394 711,168.479 MT 1.00014951 +1 22 00.5 EZ5148 EZ5148 SUPERSEDED SURVEY CONTROL EZ5148 EZ5148 NAD 27 - 35 47 09.56700(N) 078 39 49.60500(W) AD( ) 3 EZ5148 EZ5148.Superseded values are not recommended for survey control. EZ5148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5148.See file dsdata.txt to determine how the superseded data were derived. EZ5148 EZ5148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1116862747(NAD 83) EZ5148_MARKER: 55 = TOWER EZ5148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5148+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005 EZ5148 EZ5148 HISTORY - Date Condition Report By EZ5148 HISTORY - 1957 FIRST OBSERVED CGS EZ5148 HISTORY - 1985 GOOD USPSQD EZ5148 HISTORY - 1988 GOOD USPSQD EZ5148 HISTORY - 20030307 GOOD USPSQD EZ5148 HISTORY - 20040329 GOOD USPSQD EZ5148 HISTORY - 20050726 GOOD USPSQD EZ5148 EZ5148 STATION DESCRIPTION EZ5148 EZ5148'NO DESCRIPTIVE TEXT AVAILABLE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5149 *********************************************************************** EZ5149 DESIGNATION - RALEIGH NC STATE COLL STACK EZ5149 PID - EZ5149 EZ5149 STATE/COUNTY- NC/WAKE EZ5149 USGS QUAD - RALEIGH WEST (1988) EZ5149 EZ5149 *CURRENT SURVEY CONTROL EZ5149 ___________________________________________________________________ EZ5149* NAD 83(1986)- 35 47 04.47539(N) 078 40 04.11292(W) ADJUSTED EZ5149* NAVD 88 - EZ5149 ___________________________________________________________________ EZ5149 LAPLACE CORR- -7.15 (seconds) DEFLEC99 EZ5149 GEOID HEIGHT- -32.77 (meters) GEOID03 EZ5149 EZ5149 HORZ ORDER - THIRD EZ5149 EZ5149.The North Carolina HARNS have been completed but, EZ5149.due to contractual restrictions, coordinates for these stations EZ5149.will NOT be published in the near future. In the interim, the EZ5149.published coordinates in North Carolina will not be EZ5149.consistent with the Continuously Operating Reference Stations EZ5149.(CORS). The HARN coordinates for these stations are available EZ5149.upon request. Contact Gary Thompson(919-733-3836). EZ5149. EZ5149.In addition, the published North Carolina positions EZ5149.(NAD 83 (1986)) are NOT consistent with those determined in EZ5149.adjacent state readjustments. The discontinuity between stations EZ5149.located in North Carolina and those in adjacent states EZ5149.which have been adjusted to the HARN may be as much as 5 EZ5149.decimeters. This will result in a significant loss of accuracy EZ5149.over lines crossing such state borders. EZ5149 EZ5149 EZ5149.The horizontal coordinates were established by classical geodetic methods EZ5149.and adjusted by the National Geodetic Survey in July 1986. EZ5149 EZ5149 EZ5149.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5149 EZ5149.The geoid height was determined by GEOID03. EZ5149 EZ5149; North East Units Scale Factor Converg. EZ5149;SPC NC - 225,749.753 639,631.432 MT 0.99991573 +0 11 30.2 EZ5149;SPC NC - 740,647.31 2,098,524.12 sFT 0.99991573 +0 11 30.2 EZ5149;UTM 17 - 3,962,564.556 710,783.553 MT 1.00014751 +1 21 51.2 EZ5149 EZ5149 SUPERSEDED SURVEY CONTROL EZ5149 EZ5149 NAD 27 - 35 47 03.93100(N) 078 40 05.09700(W) AD( ) 3 EZ5149 EZ5149.Superseded values are not recommended for survey control. EZ5149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5149.See file dsdata.txt to determine how the superseded data were derived. EZ5149 EZ5149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1078462565(NAD 83) EZ5149_MARKER: 63 = STACK EZ5149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5149+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005 EZ5149 EZ5149 HISTORY - Date Condition Report By EZ5149 HISTORY - 1933 FIRST OBSERVED CGS EZ5149 HISTORY - 1985 GOOD USPSQD EZ5149 HISTORY - 20030307 GOOD USPSQD EZ5149 HISTORY - 20040329 GOOD USPSQD EZ5149 HISTORY - 20050724 GOOD USPSQD EZ5149 EZ5149 STATION DESCRIPTION EZ5149 EZ5149'NO DESCRIPTIVE TEXT AVAILABLE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6598 *********************************************************************** EZ6598 DESIGNATION - RALEIGH NCSU RADIO STA TWR EZ6598 PID - EZ6598 EZ6598 STATE/COUNTY- NC/WAKE EZ6598 USGS QUAD - RALEIGH WEST (1988) EZ6598 EZ6598 *CURRENT SURVEY CONTROL EZ6598 ___________________________________________________________________ EZ6598* NAD 83(1986)- 35 47 15.48300(N) 078 40 12.55859(W) ADJUSTED EZ6598* NAVD 88 - EZ6598 ___________________________________________________________________ EZ6598 LAPLACE CORR- -7.11 (seconds) DEFLEC99 EZ6598 GEOID HEIGHT- -32.76 (meters) GEOID03 EZ6598 EZ6598 HORZ ORDER - THIRD EZ6598 EZ6598.The North Carolina HARNS have been completed but, EZ6598.due to contractual restrictions, coordinates for these stations EZ6598.will NOT be published in the near future. In the interim, the EZ6598.published coordinates in North Carolina will not be EZ6598.consistent with the Continuously Operating Reference Stations EZ6598.(CORS). The HARN coordinates for these stations are available EZ6598.upon request. Contact Gary Thompson(919-733-3836). EZ6598. EZ6598.In addition, the published North Carolina positions EZ6598.(NAD 83 (1986)) are NOT consistent with those determined in EZ6598.adjacent state readjustments. The discontinuity between stations EZ6598.located in North Carolina and those in adjacent states EZ6598.which have been adjusted to the HARN may be as much as 5 EZ6598.decimeters. This will result in a significant loss of accuracy EZ6598.over lines crossing such state borders. EZ6598 EZ6598 EZ6598.The horizontal coordinates were established by classical geodetic methods EZ6598.and adjusted by the National Geodetic Survey in December 1992. EZ6598 EZ6598 EZ6598.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6598 EZ6598.The geoid height was determined by GEOID03. EZ6598 EZ6598; North East Units Scale Factor Converg. EZ6598;SPC NC - 226,088.279 639,418.225 MT 0.99991623 +0 11 25.4 EZ6598;SPC NC - 741,757.96 2,097,824.63 sFT 0.99991623 +0 11 25.4 EZ6598;UTM 17 - 3,962,898.726 710,563.412 MT 1.00014637 +1 21 46.6 EZ6598 EZ6598 SUPERSEDED SURVEY CONTROL EZ6598 EZ6598.No superseded survey control is available for this station. EZ6598 EZ6598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1056362899(NAD 83) EZ6598_MARKER: 55 = TOWER EZ6598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6598+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005 EZ6598 EZ6598 HISTORY - Date Condition Report By EZ6598 HISTORY - 1984 FIRST OBSERVED NCGS EZ6598 HISTORY - 20030307 GOOD USPSQD EZ6598 HISTORY - 20040520 GOOD USPSQD EZ6598 HISTORY - 20040606 GOOD USPSQD EZ6598 HISTORY - 20050724 GOOD USPSQD EZ6598 EZ6598 STATION DESCRIPTION EZ6598 EZ6598'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6598'THE STATION, RALEIGH NORTH CAROLINA STATE UNIVERSITY RADIO STATION EZ6598'TOWER, IS LOCATED ABOUT 2.8 KM (1.8 MI) WEST OF THE CAPITOL SQUARE EZ6598'IN RALEIGH ON THE CAMPUS OF THE UNIVERSITY. EZ6598' EZ6598'LOCATED ON THE TOP OF THE D.H. HILL LIBRARY BUILDING, SOUTH OF EZ6598'HILLSBOROUGH STREET. EZ6598' EZ6598'THE LANDMARK IS ABOUT 10 METERS TALL (ABOVE THE ROOF), PAINTED RED EZ6598'AND WHITE WITH A RED LIGHT ON TOP. EZ6598' EZ6598'THE POINT INTERSECTED WAS THE RED LIGHT ON TOP. EZ6598 EZ6598 STATION RECOVERY (2003) EZ6598 EZ6598'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ6598'RECOVERED IN GOOD CONDITION. EZ6598 EZ6598 STATION RECOVERY (2004) EZ6598 EZ6598'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ6598'RECOVERED IN GOOD CONDITION. EZ6598 EZ6598 STATION RECOVERY (2004) EZ6598 EZ6598'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM) EZ6598'RECOVERED IN GOOD CONDITION. EZ6598 EZ6598 STATION RECOVERY (2005) EZ6598 EZ6598'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM) EZ6598'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5150 *********************************************************************** EZ5150 DESIGNATION - RALEIGH NW MUNICIPAL TANK EZ5150 PID - EZ5150 EZ5150 STATE/COUNTY- NC/WAKE EZ5150 USGS QUAD - RALEIGH WEST (1988) EZ5150 EZ5150 *CURRENT SURVEY CONTROL EZ5150 ___________________________________________________________________ EZ5150* NAD 83(1986)- 35 47 31.85207(N) 078 39 52.77435(W) ADJUSTED EZ5150* NAVD 88 - EZ5150 ___________________________________________________________________ EZ5150 LAPLACE CORR- -7.18 (seconds) DEFLEC99 EZ5150 GEOID HEIGHT- -32.77 (meters) GEOID03 EZ5150 EZ5150 HORZ ORDER - THIRD EZ5150 EZ5150.The North Carolina HARNS have been completed but, EZ5150.due to contractual restrictions, coordinates for these stations EZ5150.will NOT be published in the near future. In the interim, the EZ5150.published coordinates in North Carolina will not be EZ5150.consistent with the Continuously Operating Reference Stations EZ5150.(CORS). The HARN coordinates for these stations are available EZ5150.upon request. Contact Gary Thompson(919-733-3836). EZ5150. EZ5150.In addition, the published North Carolina positions EZ5150.(NAD 83 (1986)) are NOT consistent with those determined in EZ5150.adjacent state readjustments. The discontinuity between stations EZ5150.located in North Carolina and those in adjacent states EZ5150.which have been adjusted to the HARN may be as much as 5 EZ5150.decimeters. This will result in a significant loss of accuracy EZ5150.over lines crossing such state borders. EZ5150 EZ5150 EZ5150.The horizontal coordinates were established by classical geodetic methods EZ5150.and adjusted by the National Geodetic Survey in July 1986. EZ5150 EZ5150 EZ5150.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5150 EZ5150.The geoid height was determined by GEOID03. EZ5150 EZ5150; North East Units Scale Factor Converg. EZ5150;SPC NC - 226,594.407 639,913.307 MT 0.99991697 +0 11 36.8 EZ5150;SPC NC - 743,418.48 2,099,448.91 sFT 0.99991697 +0 11 36.8 EZ5150;UTM 17 - 3,963,415.000 711,048.144 MT 1.00014889 +1 21 58.8 EZ5150 EZ5150 SUPERSEDED SURVEY CONTROL EZ5150 EZ5150 NAD 27 - 35 47 31.31200(N) 078 39 53.75800(W) AD( ) 3 EZ5150 EZ5150.Superseded values are not recommended for survey control. EZ5150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5150.See file dsdata.txt to determine how the superseded data were derived. EZ5150 EZ5150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1104863415(NAD 83) EZ5150 EZ5150 HISTORY - Date Condition Report By EZ5150 HISTORY - 1957 MONUMENTED CGS EZ5150 EZ5150 STATION DESCRIPTION EZ5150 EZ5150'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE) EZ5150'STATION IS LOCATED IN THE NORTHWEST PART OF RALEIGH NEAR THE EZ5150'INTERSECTION OF EVERETT AND CHAMBERLIN AVENUE. STATION IS EZ5150'OF STEEL CONSTRUCTION ABOUT 70 FEET HIGH. STATION IS ONE OF EZ5150'TWO LARGE TANKS AND HAS A BOTTLE SHAPED FINIAL. THE POINT EZ5150'INTERSECTED WAS THE TOP OF FINIAL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6595 *********************************************************************** EZ6595 DESIGNATION - RALEIGH PWR AND LT CO MAST EZ6595 PID - EZ6595 EZ6595 STATE/COUNTY- NC/WAKE EZ6595 USGS QUAD - RALEIGH WEST (1988) EZ6595 EZ6595 *CURRENT SURVEY CONTROL EZ6595 ___________________________________________________________________ EZ6595* NAD 83(1986)- 35 47 30.99680(N) 078 40 57.91794(W) ADJUSTED EZ6595* NAVD 88 - EZ6595 ___________________________________________________________________ EZ6595 LAPLACE CORR- -6.93 (seconds) DEFLEC99 EZ6595 GEOID HEIGHT- -32.69 (meters) GEOID03 EZ6595 EZ6595 HORZ ORDER - THIRD EZ6595 EZ6595.The North Carolina HARNS have been completed but, EZ6595.due to contractual restrictions, coordinates for these stations EZ6595.will NOT be published in the near future. In the interim, the EZ6595.published coordinates in North Carolina will not be EZ6595.consistent with the Continuously Operating Reference Stations EZ6595.(CORS). The HARN coordinates for these stations are available EZ6595.upon request. Contact Gary Thompson(919-733-3836). EZ6595. EZ6595.In addition, the published North Carolina positions EZ6595.(NAD 83 (1986)) are NOT consistent with those determined in EZ6595.adjacent state readjustments. The discontinuity between stations EZ6595.located in North Carolina and those in adjacent states EZ6595.which have been adjusted to the HARN may be as much as 5 EZ6595.decimeters. This will result in a significant loss of accuracy EZ6595.over lines crossing such state borders. EZ6595 EZ6595 EZ6595.The horizontal coordinates were established by classical geodetic methods EZ6595.and adjusted by the National Geodetic Survey in December 1992. EZ6595 EZ6595 EZ6595.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6595 EZ6595.The geoid height was determined by GEOID03. EZ6595 EZ6595; North East Units Scale Factor Converg. EZ6595;SPC NC - 226,562.673 638,277.714 MT 0.99991693 +0 10 59.2 EZ6595;SPC NC - 743,314.37 2,094,082.80 sFT 0.99991693 +0 10 59.2 EZ6595;UTM 17 - 3,963,349.783 709,413.171 MT 1.00014042 +1 21 20.6 EZ6595 EZ6595 SUPERSEDED SURVEY CONTROL EZ6595 EZ6595.No superseded survey control is available for this station. EZ6595 EZ6595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0941363350(NAD 83) EZ6595_MARKER: 42 = RADIO/TV MAST EZ6595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6595+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005 EZ6595 EZ6595 HISTORY - Date Condition Report By EZ6595 HISTORY - UNK FIRST OBSERVED EZ6595 HISTORY - 1984 GOOD NCGS EZ6595 HISTORY - 20030307 GOOD USPSQD EZ6595 HISTORY - 20040329 GOOD USPSQD EZ6595 HISTORY - 20050724 GOOD USPSQD EZ6595 EZ6595 STATION DESCRIPTION EZ6595 EZ6595'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6595'THE STATION WAS RECOVERED AT THIS DATE. EZ6595' EZ6595'THIS STRUCTURE IS IN FACT A TOWER ON LEGS. EZ6595 EZ6595 STATION RECOVERY (2003) EZ6595 EZ6595'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ6595'RECOVERED IN GOOD CONDITION. EZ6595 EZ6595 STATION RECOVERY (2004) EZ6595 EZ6595'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM) EZ6595'RECOVERED IN GOOD CONDITION. EZ6595 EZ6595 STATION RECOVERY (2005) EZ6595 EZ6595'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM) EZ6595'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5151 *********************************************************************** EZ5151 DESIGNATION - RALEIGH RADIO STA WLLE MAST EZ5151 PID - EZ5151 EZ5151 STATE/COUNTY- NC/WAKE EZ5151 USGS QUAD - RALEIGH WEST (1988) EZ5151 EZ5151 *CURRENT SURVEY CONTROL EZ5151 ___________________________________________________________________ EZ5151* NAD 83(1986)- 35 45 37.25459(N) 078 39 25.33350(W) ADJUSTED EZ5151* NAVD 88 - EZ5151 ___________________________________________________________________ EZ5151 LAPLACE CORR- -7.21 (seconds) DEFLEC99 EZ5151 GEOID HEIGHT- -32.88 (meters) GEOID03 EZ5151 EZ5151 HORZ ORDER - THIRD EZ5151 EZ5151.The North Carolina HARNS have been completed but, EZ5151.due to contractual restrictions, coordinates for these stations EZ5151.will NOT be published in the near future. In the interim, the EZ5151.published coordinates in North Carolina will not be EZ5151.consistent with the Continuously Operating Reference Stations EZ5151.(CORS). The HARN coordinates for these stations are available EZ5151.upon request. Contact Gary Thompson(919-733-3836). EZ5151. EZ5151.In addition, the published North Carolina positions EZ5151.(NAD 83 (1986)) are NOT consistent with those determined in EZ5151.adjacent state readjustments. The discontinuity between stations EZ5151.located in North Carolina and those in adjacent states EZ5151.which have been adjusted to the HARN may be as much as 5 EZ5151.decimeters. This will result in a significant loss of accuracy EZ5151.over lines crossing such state borders. EZ5151 EZ5151 EZ5151.The horizontal coordinates were established by classical geodetic methods EZ5151.and adjusted by the National Geodetic Survey in July 1986. EZ5151 EZ5151 EZ5151.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5151 EZ5151.The geoid height was determined by GEOID03. EZ5151 EZ5151; North East Units Scale Factor Converg. EZ5151;SPC NC - 223,065.099 640,614.515 MT 0.99991189 +0 11 52.6 EZ5151;SPC NC - 731,839.41 2,101,749.45 sFT 0.99991189 +0 11 52.6 EZ5151;UTM 17 - 3,959,899.945 711,821.593 MT 1.00015292 +1 22 11.0 EZ5151 EZ5151 SUPERSEDED SURVEY CONTROL EZ5151 EZ5151 NAD 27 - 35 45 36.70900(N) 078 39 26.31900(W) AD( ) 3 EZ5151 EZ5151.Superseded values are not recommended for survey control. EZ5151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5151.See file dsdata.txt to determine how the superseded data were derived. EZ5151 EZ5151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1182259900(NAD 83) EZ5151_MARKER: 42 = RADIO/TV MAST EZ5151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5151+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005 EZ5151 EZ5151 HISTORY - Date Condition Report By EZ5151 HISTORY - 1957 FIRST OBSERVED CGS EZ5151 HISTORY - 1984 GOOD NCGS EZ5151 HISTORY - 20040613 GOOD USPSQD EZ5151 HISTORY - 20050724 GOOD USPSQD EZ5151 EZ5151 STATION DESCRIPTION EZ5151 EZ5151'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE) EZ5151'STATION IS LOCATED ABOUT 3.0 MILES SOUTHWEST OF CENTER OF EZ5151'RALEIGH. STATION IS OF STEEL CONSTRUCTION, 240 FEET HIGH EZ5151'AND PAINTED RED AND WHITE. THE POINT INTERSECTED WAS THE EZ5151'LIGHT ATOP MAST. EZ5151 EZ5151 STATION RECOVERY (1984) EZ5151 EZ5151'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ5151'THE STATION, RALEIGH RADIO STATION WLLE MAST, IS LOCATED ABOUT EZ5151'2.7 KM (1.7 MI) SOUTHWEST OF THE CAPITOL SQUARE IN RALEIGH. EZ5151' EZ5151'PROCEED NORTHEAST ALONG LAKE WHEELER ROAD FROM THE OVERPASS OF I 40 EZ5151'FOR 0.4 MI TO MAYWOOD AVENUE, THENCE EAST ALONG MAYWOOD FOR 0.2 MI TO EZ5151'THE RADIO STATION AND THE MAST ON THE RIGHT. EZ5151' EZ5151'THE LANDMARK IS A MAST 283 FT TALL, TRIANGULAR-SHAPED, PAINTED EZ5151'ALTERNATELY RED AND WHITE, WITH POINT INTERSECTED BEING THE RED EZ5151'LIGHT ON TOP. EZ5151' EZ5151'THIS MAST COINCIDES WITH THE PUBLISHED POSITION OF--RALEIGH RADIO EZ5151'STA WMSN MAST--WHICH WAS POSITIONED IN 1957 (G-13211) AND IS LIKELY EZ5151'THE SAME MAST. EZ5151 EZ5151 STATION RECOVERY (2004) EZ5151 EZ5151'RECOVERY NOTE BY US POWER SQUADRON 2004 (PFM) EZ5151'RECOVERED IN GOOD CONDITION. EZ5151 EZ5151 STATION RECOVERY (2005) EZ5151 EZ5151'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM) EZ5151'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6599 *********************************************************************** EZ6599 DESIGNATION - RALEIGH RADIO STA WPJL TOWER EZ6599 PID - EZ6599 EZ6599 STATE/COUNTY- NC/WAKE EZ6599 USGS QUAD - RALEIGH EAST (1993) EZ6599 EZ6599 *CURRENT SURVEY CONTROL EZ6599 ___________________________________________________________________ EZ6599* NAD 83(1986)- 35 46 25.12765(N) 078 37 08.42803(W) ADJUSTED EZ6599* NAVD 88 - EZ6599 ___________________________________________________________________ EZ6599 LAPLACE CORR- -7.73 (seconds) DEFLEC99 EZ6599 GEOID HEIGHT- -33.02 (meters) GEOID03 EZ6599 EZ6599 HORZ ORDER - THIRD EZ6599 EZ6599.The North Carolina HARNS have been completed but, EZ6599.due to contractual restrictions, coordinates for these stations EZ6599.will NOT be published in the near future. In the interim, the EZ6599.published coordinates in North Carolina will not be EZ6599.consistent with the Continuously Operating Reference Stations EZ6599.(CORS). The HARN coordinates for these stations are available EZ6599.upon request. Contact Gary Thompson(919-733-3836). EZ6599. EZ6599.In addition, the published North Carolina positions EZ6599.(NAD 83 (1986)) are NOT consistent with those determined in EZ6599.adjacent state readjustments. The discontinuity between stations EZ6599.located in North Carolina and those in adjacent states EZ6599.which have been adjusted to the HARN may be as much as 5 EZ6599.decimeters. This will result in a significant loss of accuracy EZ6599.over lines crossing such state borders. EZ6599 EZ6599 EZ6599.The horizontal coordinates were established by classical geodetic methods EZ6599.and adjusted by the National Geodetic Survey in December 1992. EZ6599 EZ6599 EZ6599.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6599 EZ6599.The geoid height was determined by GEOID03. EZ6599 EZ6599; North East Units Scale Factor Converg. EZ6599;SPC NC - 224,552.983 644,047.732 MT 0.99991398 +0 13 11.6 EZ6599;SPC NC - 736,720.91 2,113,013.27 sFT 0.99991398 +0 13 11.6 EZ6599;UTM 17 - 3,961,458.137 715,224.502 MT 1.00017083 +1 23 32.7 EZ6599 EZ6599 SUPERSEDED SURVEY CONTROL EZ6599 EZ6599.No superseded survey control is available for this station. EZ6599 EZ6599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1522561458(NAD 83) EZ6599_MARKER: 43 = RADIO/TV TOWER EZ6599 EZ6599 HISTORY - Date Condition Report By EZ6599 HISTORY - 1984 FIRST OBSERVED NCGS EZ6599 EZ6599 STATION DESCRIPTION EZ6599 EZ6599'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6599'THE STATION, RALEIGH RADIO STATION WPJL TOWER, IS LOCATED ABOUT EZ6599'1.9 KM (1.2 MI) EAST-SOUTHEAST OF THE CAPITOL SQUARE IN RALEIGH. EZ6599' EZ6599'ALONG BART STREET FOR 0.3 KM (0.2 MI) NORTH FROM ROCK QUARRY ROAD. EZ6599' EZ6599'THE LANDMARK IS A 360 FT TOWER, PAINTED ALTERNATELY RED AND WHITE, EZ6599'SUPPORTED BY FOUR LEGS WITH A RED LIGHT ON TOP. EZ6599' EZ6599'POINT INTERSECTED WAS THE RED LIGHT ON TOP. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5077 *********************************************************************** EZ5077 DESIGNATION - RALEIGH RADIO STA WRAL MAST EZ5077 PID - EZ5077 EZ5077 STATE/COUNTY- NC/WAKE EZ5077 USGS QUAD - RALEIGH EAST (1993) EZ5077 EZ5077 *CURRENT SURVEY CONTROL EZ5077 ___________________________________________________________________ EZ5077* NAD 83(1986)- 35 46 25.12067(N) 078 37 08.43645(W) ADJUSTED EZ5077* NAVD 88 - EZ5077 ___________________________________________________________________ EZ5077 LAPLACE CORR- -7.73 (seconds) DEFLEC99 EZ5077 GEOID HEIGHT- -33.02 (meters) GEOID03 EZ5077 EZ5077 HORZ ORDER - THIRD EZ5077 EZ5077.The North Carolina HARNS have been completed but, EZ5077.due to contractual restrictions, coordinates for these stations EZ5077.will NOT be published in the near future. In the interim, the EZ5077.published coordinates in North Carolina will not be EZ5077.consistent with the Continuously Operating Reference Stations EZ5077.(CORS). The HARN coordinates for these stations are available EZ5077.upon request. Contact Gary Thompson(919-733-3836). EZ5077. EZ5077.In addition, the published North Carolina positions EZ5077.(NAD 83 (1986)) are NOT consistent with those determined in EZ5077.adjacent state readjustments. The discontinuity between stations EZ5077.located in North Carolina and those in adjacent states EZ5077.which have been adjusted to the HARN may be as much as 5 EZ5077.decimeters. This will result in a significant loss of accuracy EZ5077.over lines crossing such state borders. EZ5077 EZ5077 EZ5077.The horizontal coordinates were established by classical geodetic methods EZ5077.and adjusted by the National Geodetic Survey in July 1986. EZ5077 EZ5077 EZ5077.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5077 EZ5077.The geoid height was determined by GEOID03. EZ5077 EZ5077; North East Units Scale Factor Converg. EZ5077;SPC NC - 224,552.767 644,047.522 MT 0.99991398 +0 13 11.6 EZ5077;SPC NC - 736,720.20 2,113,012.58 sFT 0.99991398 +0 13 11.6 EZ5077;UTM 17 - 3,961,457.916 715,224.296 MT 1.00017083 +1 23 32.7 EZ5077 EZ5077 SUPERSEDED SURVEY CONTROL EZ5077 EZ5077 NAD 27 - 35 46 24.57600(N) 078 37 09.42600(W) AD( ) 3 EZ5077 EZ5077.Superseded values are not recommended for survey control. EZ5077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5077.See file dsdata.txt to determine how the superseded data were derived. EZ5077 EZ5077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1522461458(NAD 83) EZ5077_MARKER: 42 = RADIO/TV MAST EZ5077 EZ5077 HISTORY - Date Condition Report By EZ5077 HISTORY - 1957 FIRST OBSERVED CGS EZ5077 EZ5077 STATION DESCRIPTION EZ5077 EZ5077'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE) EZ5077'STATION IS LOCATED IN THE EASTERN EDGE OF RALEIGH NEAR THE EZ5077'INTERSECTION OF GATTLING AND BART STREET. STATION IS OF STEEL EZ5077'CONSTRUCTION, 354 FEET HIGH AND PAINTED RED AND WHITE. THE EZ5077'POINT INTERSECTED WAS THE LIGHT ATOP ANTENNA. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5157 *********************************************************************** EZ5157 DESIGNATION - RALEIGH RM EZ5157 PID - EZ5157 EZ5157 STATE/COUNTY- NC/WAKE EZ5157 USGS QUAD - RALEIGH WEST (1988) EZ5157 EZ5157 *CURRENT SURVEY CONTROL EZ5157 ___________________________________________________________________ EZ5157* NAD 83(1986)- 35 46 37.26872(N) 078 38 19.83008(W) ADJUSTED EZ5157* NAVD 88 - 104. (meters) 341. (feet) SCALED EZ5157 ___________________________________________________________________ EZ5157 LAPLACE CORR- -7.43 (seconds) DEFLEC99 EZ5157 GEOID HEIGHT- -32.92 (meters) GEOID03 EZ5157 EZ5157 HORZ ORDER - SECOND EZ5157 EZ5157.The North Carolina HARNS have been completed but, EZ5157.due to contractual restrictions, coordinates for these stations EZ5157.will NOT be published in the near future. In the interim, the EZ5157.published coordinates in North Carolina will not be EZ5157.consistent with the Continuously Operating Reference Stations EZ5157.(CORS). The HARN coordinates for these stations are available EZ5157.upon request. Contact Gary Thompson(919-733-3836). EZ5157. EZ5157.In addition, the published North Carolina positions EZ5157.(NAD 83 (1986)) are NOT consistent with those determined in EZ5157.adjacent state readjustments. The discontinuity between stations EZ5157.located in North Carolina and those in adjacent states EZ5157.which have been adjusted to the HARN may be as much as 5 EZ5157.decimeters. This will result in a significant loss of accuracy EZ5157.over lines crossing such state borders. EZ5157 EZ5157 EZ5157.The horizontal coordinates were established by classical geodetic methods EZ5157.and adjusted by the National Geodetic Survey in July 1986. EZ5157 EZ5157.The orthometric height was scaled from a topographic map. EZ5157 EZ5157.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5157 EZ5157.The geoid height was determined by GEOID03. EZ5157 EZ5157; North East Units Scale Factor Converg. EZ5157;SPC NC - 224,920.443 642,253.144 MT 0.99991451 +0 12 30.4 EZ5157;SPC NC - 737,926.49 2,107,125.52 sFT 0.99991451 +0 12 30.4 EZ5157;UTM 17 - 3,961,788.881 713,422.317 MT 1.00016131 +1 22 51.4 EZ5157 EZ5157! - Elev Factor x Scale Factor = Combined Factor EZ5157!SPC NC - 0.99998889 x 0.99991451 = 0.99990340 EZ5157!UTM 17 - 0.99998889 x 1.00016131 = 1.00015020 EZ5157 EZ5157 SUPERSEDED SURVEY CONTROL EZ5157 EZ5157 NAD 27 - 35 46 36.72800(N) 078 38 20.82100(W) AD( ) 2 EZ5157 EZ5157.Superseded values are not recommended for survey control. EZ5157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5157.See file dsdata.txt to determine how the superseded data were derived. EZ5157 EZ5157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1342261789(NAD 83) EZ5157_MARKER: DR = REFERENCE MARK DISK EZ5157_SETTING: 0 = UNSPECIFIED SETTING EZ5157_STAMPING: RALEIGH 1918 EZ5157_MARK LOGO: CGS EZ5157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ5157 EZ5157 HISTORY - Date Condition Report By EZ5157 HISTORY - 1918 MONUMENTED CGS EZ5157 HISTORY - 1933 GOOD CGS EZ5157 HISTORY - 20040613 MARK NOT FOUND USPSQD EZ5157 EZ5157 STATION DESCRIPTION EZ5157 EZ5157'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 EZ5157'AT RALEIGH, ON ROOF OF NORTH CAROLINA BANK AND TRUST CO. BUILDING, EZ5157'AND IN INNER SIDE OF PARAPET AT SOUTHEAST CORNER. MARKED BY EZ5157'STANDARD REFERENCE DISK. EZ5157' EZ5157'STATION RALEIGH (SEE DESCRIPTION THEREOF) EZ5157'IS 20.600 METERS (67.59 FEET) FROM STATION N 64 DEG 49 MIN W. EZ5157' EZ5157'STATION RALEIGH 2 (SEE DESCRIPTION THEREOF) IS 20.40 EZ5157'METERS (66.9 FEET) FROM STATION N 64 DEG 04 MIN W. EZ5157 EZ5157 STATION RECOVERY (2004) EZ5157 EZ5157'RECOVERY NOTE BY US POWER SQUADRON 2004 (PFM) EZ5157'BLDG NOT THE SAME BUILDING 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5152 *********************************************************************** EZ5152 DESIGNATION - RALEIGH SE MUNICIPAL TANK EZ5152 PID - EZ5152 EZ5152 STATE/COUNTY- NC/WAKE EZ5152 USGS QUAD - RALEIGH WEST (1988) EZ5152 EZ5152 *CURRENT SURVEY CONTROL EZ5152 ___________________________________________________________________ EZ5152* NAD 83(1986)- 35 47 03.66853(N) 078 39 06.50561(W) ADJUSTED EZ5152* NAVD 88 - EZ5152 ___________________________________________________________________ EZ5152 LAPLACE CORR- -7.36 (seconds) DEFLEC99 EZ5152 GEOID HEIGHT- -32.84 (meters) GEOID03 EZ5152 EZ5152 HORZ ORDER - THIRD EZ5152 EZ5152.The North Carolina HARNS have been completed but, EZ5152.due to contractual restrictions, coordinates for these stations EZ5152.will NOT be published in the near future. In the interim, the EZ5152.published coordinates in North Carolina will not be EZ5152.consistent with the Continuously Operating Reference Stations EZ5152.(CORS). The HARN coordinates for these stations are available EZ5152.upon request. Contact Gary Thompson(919-733-3836). EZ5152. EZ5152.In addition, the published North Carolina positions EZ5152.(NAD 83 (1986)) are NOT consistent with those determined in EZ5152.adjacent state readjustments. The discontinuity between stations EZ5152.located in North Carolina and those in adjacent states EZ5152.which have been adjusted to the HARN may be as much as 5 EZ5152.decimeters. This will result in a significant loss of accuracy EZ5152.over lines crossing such state borders. EZ5152 EZ5152 EZ5152.The horizontal coordinates were established by classical geodetic methods EZ5152.and adjusted by the National Geodetic Survey in July 1986. EZ5152 EZ5152 EZ5152.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5152 EZ5152.The geoid height was determined by GEOID03. EZ5152 EZ5152; North East Units Scale Factor Converg. EZ5152;SPC NC - 225,729.844 641,078.105 MT 0.99991569 +0 12 03.5 EZ5152;SPC NC - 740,582.00 2,103,270.42 sFT 0.99991569 +0 12 03.5 EZ5152;UTM 17 - 3,962,574.258 712,230.671 MT 1.00015506 +1 22 24.9 EZ5152 EZ5152 SUPERSEDED SURVEY CONTROL EZ5152 EZ5152 NAD 27 - 35 47 03.12600(N) 078 39 07.49100(W) AD( ) 3 EZ5152 EZ5152.Superseded values are not recommended for survey control. EZ5152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5152.See file dsdata.txt to determine how the superseded data were derived. EZ5152 EZ5152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1223162574(NAD 83) EZ5152_MARKER: 53 = ELEVATED TANK EZ5152 EZ5152 HISTORY - Date Condition Report By EZ5152 HISTORY - 1957 FIRST OBSERVED CGS EZ5152 HISTORY - 20041222 MARK NOT FOUND GEOCAC EZ5152 EZ5152 STATION DESCRIPTION EZ5152 EZ5152'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE) EZ5152'STATION IS LOCATED IN THE WEST CENTRAL PART OF RALEIGH ON THE EZ5152'NORTH SIDE OF COLLEGE PLACE STREET. STATION IS OF STEEL EZ5152'CONSTRUCTION, MOUNTED ON EIGHT LEGS, IS ABOUT 150 FEET HIGH EZ5152'AND PAINTED SILVER. THE POINT INTERSECTED WAS THE SMALL FLAT EZ5152'OBJECT ON THE TOP OF THE TANK. EZ5152 EZ5152 STATION RECOVERY (2004) EZ5152 EZ5152'RECOVERY NOTE BY GEOCACHING 2004 (PFF) EZ5152'VISITED SITE. TANK HAS BEEN REMOVED TO CREATE SPACE FOR A PAVED EZ5152'PARKING LOT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6600 *********************************************************************** EZ6600 DESIGNATION - RALEIGH SIXFORKS SPHEROID TANK EZ6600 PID - EZ6600 EZ6600 STATE/COUNTY- NC/WAKE EZ6600 USGS QUAD - BAYLEAF (1987) EZ6600 EZ6600 *CURRENT SURVEY CONTROL EZ6600 ___________________________________________________________________ EZ6600* NAD 83(1986)- 35 53 45.40477(N) 078 39 00.85580(W) ADJUSTED EZ6600* NAVD 88 - EZ6600 ___________________________________________________________________ EZ6600 LAPLACE CORR- -6.94 (seconds) DEFLEC99 EZ6600 GEOID HEIGHT- -32.56 (meters) GEOID03 EZ6600 EZ6600 HORZ ORDER - THIRD EZ6600 EZ6600.The North Carolina HARNS have been completed but, EZ6600.due to contractual restrictions, coordinates for these stations EZ6600.will NOT be published in the near future. In the interim, the EZ6600.published coordinates in North Carolina will not be EZ6600.consistent with the Continuously Operating Reference Stations EZ6600.(CORS). The HARN coordinates for these stations are available EZ6600.upon request. Contact Gary Thompson(919-733-3836). EZ6600. EZ6600.In addition, the published North Carolina positions EZ6600.(NAD 83 (1986)) are NOT consistent with those determined in EZ6600.adjacent state readjustments. The discontinuity between stations EZ6600.located in North Carolina and those in adjacent states EZ6600.which have been adjusted to the HARN may be as much as 5 EZ6600.decimeters. This will result in a significant loss of accuracy EZ6600.over lines crossing such state borders. EZ6600 EZ6600 EZ6600.The horizontal coordinates were established by classical geodetic methods EZ6600.and adjusted by the National Geodetic Survey in December 1992. EZ6600 EZ6600 EZ6600.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6600 EZ6600.The geoid height was determined by GEOID03. EZ6600 EZ6600; North East Units Scale Factor Converg. EZ6600;SPC NC - 238,111.304 641,176.356 MT 0.99993568 +0 12 06.7 EZ6600;SPC NC - 781,203.50 2,103,592.76 sFT 0.99993568 +0 12 06.7 EZ6600;UTM 17 - 3,974,957.969 712,075.082 MT 1.00015423 +1 22 41.6 EZ6600 EZ6600 SUPERSEDED SURVEY CONTROL EZ6600 EZ6600.No superseded survey control is available for this station. EZ6600 EZ6600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1207574958(NAD 83) EZ6600_MARKER: 53 = ELEVATED TANK EZ6600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6600+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2004 EZ6600 EZ6600 HISTORY - Date Condition Report By EZ6600 HISTORY - 1985 FIRST OBSERVED NCGS EZ6600 HISTORY - 20041221 GOOD GEOCAC EZ6600 EZ6600 STATION DESCRIPTION EZ6600 EZ6600'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ6600'LOCATED IN RALEIGH, ALONG SIXFORKS ROAD 2.5 KM (4.0 MI) NORTH OF EZ6600'NORTH HILLLS SHOPPING CENTER, AND 0.2 KM (0.35 MI) SOUTH OF EZ6600'STRICKLAND ROAD INTERSECTION. EZ6600' EZ6600'THE RALEIGH NORTH SIXFORKS ROAD SPHEROID MUNICIPAL TANK IS A ONE EZ6600'MILLION GALLON TANK SUPPORTED BY A SINGLE STANDPIPE, PAINTED EZ6600'METALLIC BLUE. EZ6600' EZ6600'THE TANK IS LOCATED ABOUT 100 FEET WEST OF ROAD. EZ6600' EZ6600'THE POINT INTERSECTED WAS THE CENTER OF THE TANK. EZ6600 EZ6600 STATION RECOVERY (2004) EZ6600 EZ6600'RECOVERY NOTE BY GEOCACHING 2004 (PFF) EZ6600'STRUCTURE HAS BEEN PAINTED WHITE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5153 *********************************************************************** EZ5153 DESIGNATION - RALEIGH ST HWY PATROL RAD MAST EZ5153 PID - EZ5153 EZ5153 STATE/COUNTY- NC/WAKE EZ5153 USGS QUAD - RALEIGH WEST (1988) EZ5153 EZ5153 *CURRENT SURVEY CONTROL EZ5153 ___________________________________________________________________ EZ5153* NAD 83(1986)- 35 47 57.29962(N) 078 42 19.55397(W) ADJUSTED EZ5153* NAVD 88 - EZ5153 ___________________________________________________________________ EZ5153 LAPLACE CORR- -6.87 (seconds) DEFLEC99 EZ5153 GEOID HEIGHT- -32.58 (meters) GEOID03 EZ5153 EZ5153 HORZ ORDER - THIRD EZ5153 EZ5153.The North Carolina HARNS have been completed but, EZ5153.due to contractual restrictions, coordinates for these stations EZ5153.will NOT be published in the near future. In the interim, the EZ5153.published coordinates in North Carolina will not be EZ5153.consistent with the Continuously Operating Reference Stations EZ5153.(CORS). The HARN coordinates for these stations are available EZ5153.upon request. Contact Gary Thompson(919-733-3836). EZ5153. EZ5153.In addition, the published North Carolina positions EZ5153.(NAD 83 (1986)) are NOT consistent with those determined in EZ5153.adjacent state readjustments. The discontinuity between stations EZ5153.located in North Carolina and those in adjacent states EZ5153.which have been adjusted to the HARN may be as much as 5 EZ5153.decimeters. This will result in a significant loss of accuracy EZ5153.over lines crossing such state borders. EZ5153 EZ5153 EZ5153.The horizontal coordinates were established by classical geodetic methods EZ5153.and adjusted by the National Geodetic Survey in July 1986. EZ5153 EZ5153 EZ5153.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5153 EZ5153.The geoid height was determined by GEOID03. EZ5153 EZ5153; North East Units Scale Factor Converg. EZ5153;SPC NC - 227,366.963 636,225.519 MT 0.99991814 +0 10 12.1 EZ5153;SPC NC - 745,953.11 2,087,349.89 sFT 0.99991814 +0 10 12.1 EZ5153;UTM 17 - 3,964,112.072 707,344.496 MT 1.00012979 +1 20 33.6 EZ5153 EZ5153 SUPERSEDED SURVEY CONTROL EZ5153 EZ5153 NAD 27 - 35 47 56.76100(N) 078 42 20.53500(W) AD( ) 3 EZ5153 EZ5153.Superseded values are not recommended for survey control. EZ5153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5153.See file dsdata.txt to determine how the superseded data were derived. EZ5153 EZ5153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0734464112(NAD 83) EZ5153_MARKER: 42 = RADIO/TV MAST EZ5153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5153+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005 EZ5153 EZ5153 HISTORY - Date Condition Report By EZ5153 HISTORY - 1957 FIRST OBSERVED CGS EZ5153 HISTORY - 1985 GOOD USPSQD EZ5153 HISTORY - 1988 GOOD USPSQD EZ5153 HISTORY - 20030307 GOOD USPSQD EZ5153 HISTORY - 20030521 GOOD USPSQD EZ5153 HISTORY - 20040606 GOOD USPSQD EZ5153 HISTORY - 20040611 GOOD USPSQD EZ5153 HISTORY - 20050724 GOOD USPSQD EZ5153 EZ5153 STATION DESCRIPTION EZ5153 EZ5153'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE) EZ5153'STATION IS LOCATED NEAR THE FAIR GROUNDS AND AT THE STATE HIGHWAY EZ5153'PATROL STATION, WHICH IS ABOUT 4-1/2 MILES WEST OF RALEIGH. STATION EZ5153'IS OF STEEL CONSTRUCTION AND 180 FEET HIGH, PAINTED RED AND WHITE EZ5153'AND HAS A RED LIGHT AND SMALL ANTENNA ATOP MAST. THE POINT EZ5153'INTERSECTED WAS THE LIGHT ATOP MAST. EZ5153 EZ5153 STATION RECOVERY (1985) EZ5153 EZ5153'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ5153'STATION FOUND GOOD. EZ5153'VISITED SITE - VERIFIED EXISTENCE. EZ5153 EZ5153 STATION RECOVERY (1988) EZ5153 EZ5153'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EZ5153'RECOVERED IN GOOD CONDITION. EZ5153 EZ5153 STATION RECOVERY (2003) EZ5153 EZ5153'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ5153'RECOVERED IN GOOD CONDITION. EZ5153 EZ5153 STATION RECOVERY (2003) EZ5153 EZ5153'RECOVERY NOTE BY US POWER SQUADRON 2003 EZ5153'RECOVERED IN GOOD CONDITION. EZ5153 EZ5153 STATION RECOVERY (2004) EZ5153 EZ5153'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM) EZ5153'RECOVERED IN GOOD CONDITION. EZ5153 EZ5153 STATION RECOVERY (2004) EZ5153 EZ5153'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN) EZ5153'RECOVERED IN GOOD CONDITION. EZ5153 EZ5153 STATION RECOVERY (2005) EZ5153 EZ5153'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM) EZ5153'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5154 *********************************************************************** EZ5154 DESIGNATION - RALEIGH ST HWY PUB WK COMM TK EZ5154 PID - EZ5154 EZ5154 STATE/COUNTY- NC/WAKE EZ5154 USGS QUAD - RALEIGH WEST (1988) EZ5154 EZ5154 *CURRENT SURVEY CONTROL EZ5154 ___________________________________________________________________ EZ5154* NAD 83(1986)- 35 47 32.23798(N) 078 42 33.13425(W) ADJUSTED EZ5154* NAVD 88 - EZ5154 ___________________________________________________________________ EZ5154 LAPLACE CORR- -6.91 (seconds) DEFLEC99 EZ5154 GEOID HEIGHT- -32.58 (meters) GEOID03 EZ5154 EZ5154 HORZ ORDER - THIRD EZ5154 EZ5154.The North Carolina HARNS have been completed but, EZ5154.due to contractual restrictions, coordinates for these stations EZ5154.will NOT be published in the near future. In the interim, the EZ5154.published coordinates in North Carolina will not be EZ5154.consistent with the Continuously Operating Reference Stations EZ5154.(CORS). The HARN coordinates for these stations are available EZ5154.upon request. Contact Gary Thompson(919-733-3836). EZ5154. EZ5154.In addition, the published North Carolina positions EZ5154.(NAD 83 (1986)) are NOT consistent with those determined in EZ5154.adjacent state readjustments. The discontinuity between stations EZ5154.located in North Carolina and those in adjacent states EZ5154.which have been adjusted to the HARN may be as much as 5 EZ5154.decimeters. This will result in a significant loss of accuracy EZ5154.over lines crossing such state borders. EZ5154 EZ5154 EZ5154.The horizontal coordinates were established by classical geodetic methods EZ5154.and adjusted by the National Geodetic Survey in July 1986. EZ5154 EZ5154 EZ5154.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5154 EZ5154.The geoid height was determined by GEOID03. EZ5154 EZ5154; North East Units Scale Factor Converg. EZ5154;SPC NC - 226,593.602 635,886.826 MT 0.99991699 +0 10 04.2 EZ5154;SPC NC - 743,415.84 2,086,238.69 sFT 0.99991699 +0 10 04.2 EZ5154;UTM 17 - 3,963,331.778 707,021.632 MT 1.00012814 +1 20 24.9 EZ5154 EZ5154 SUPERSEDED SURVEY CONTROL EZ5154 EZ5154 NAD 27 - 35 47 31.69800(N) 078 42 34.11400(W) AD( ) 3 EZ5154 EZ5154.Superseded values are not recommended for survey control. EZ5154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5154.See file dsdata.txt to determine how the superseded data were derived. EZ5154 EZ5154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0702263332(NAD 83) EZ5154_MARKER: 53 = ELEVATED TANK EZ5154 EZ5154 HISTORY - Date Condition Report By EZ5154 HISTORY - 1957 FIRST OBSERVED CGS EZ5154 HISTORY - 1985 GOOD USPSQD EZ5154 HISTORY - 20040913 MARK NOT FOUND GEOCAC EZ5154 EZ5154 STATION DESCRIPTION EZ5154 EZ5154'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE) EZ5154'STATION IS LOCATED IN THE WEST EDGE OF RALEIGH AND NEAR THE EZ5154'FAIR GROUNDS. THE TANK IS OF STEEL CONSTRUCTION, SUPPORTED BY EZ5154'4 LEGS, PAINTED A SILVER COLOR AND IS ABOUT 100 FEET HIGH. THE EZ5154'BALL FINIAL WAS THE POINT INTERSECTED. EZ5154 EZ5154 STATION RECOVERY (1985) EZ5154 EZ5154'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) EZ5154'RECOVERED IN GOOD CONDITION. EZ5154 EZ5154 STATION RECOVERY (2004) EZ5154 EZ5154'RECOVERY NOTE BY GEOCACHING 2004 (P) EZ5154'ELEVATED TANK REMOVED BETWEEN 1986 AND 1992. VERIFIED BY VISITING EZ5154'SITE. DATE DETERMINED BY SERIES OF AERIAL PHOTOGRAPHS. REPLACED BY NEW EZ5154'TANK .2 MILES NORTH. PROPERTY NOW OWNED BY NCDOT AND USED FOR STORING EZ5154'CONSTRUCTION MATERIALS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5155 *********************************************************************** EZ5155 DESIGNATION - RALEIGH TV STATION WUNC MAST EZ5155 PID - EZ5155 EZ5155 STATE/COUNTY- NC/WAKE EZ5155 USGS QUAD - RALEIGH WEST (1988) EZ5155 EZ5155 *CURRENT SURVEY CONTROL EZ5155 ___________________________________________________________________ EZ5155* NAD 83(1986)- 35 47 03.22826(N) 078 41 05.90726(W) ADJUSTED EZ5155* NAVD 88 - EZ5155 ___________________________________________________________________ EZ5155 LAPLACE CORR- -6.88 (seconds) DEFLEC99 EZ5155 GEOID HEIGHT- -32.70 (meters) GEOID03 EZ5155 EZ5155 HORZ ORDER - THIRD EZ5155 EZ5155.The North Carolina HARNS have been completed but, EZ5155.due to contractual restrictions, coordinates for these stations EZ5155.will NOT be published in the near future. In the interim, the EZ5155.published coordinates in North Carolina will not be EZ5155.consistent with the Continuously Operating Reference Stations EZ5155.(CORS). The HARN coordinates for these stations are available EZ5155.upon request. Contact Gary Thompson(919-733-3836). EZ5155. EZ5155.In addition, the published North Carolina positions EZ5155.(NAD 83 (1986)) are NOT consistent with those determined in EZ5155.adjacent state readjustments. The discontinuity between stations EZ5155.located in North Carolina and those in adjacent states EZ5155.which have been adjusted to the HARN may be as much as 5 EZ5155.decimeters. This will result in a significant loss of accuracy EZ5155.over lines crossing such state borders. EZ5155 EZ5155 EZ5155.The horizontal coordinates were established by classical geodetic methods EZ5155.and adjusted by the National Geodetic Survey in July 1986. EZ5155 EZ5155 EZ5155.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5155 EZ5155.The geoid height was determined by GEOID03. EZ5155 EZ5155; North East Units Scale Factor Converg. EZ5155;SPC NC - 225,706.260 638,079.827 MT 0.99991567 +0 10 54.6 EZ5155;SPC NC - 740,504.62 2,093,433.57 sFT 0.99991567 +0 10 54.6 EZ5155;UTM 17 - 3,962,489.308 709,232.810 MT 1.00013949 +1 21 15.0 EZ5155 EZ5155 SUPERSEDED SURVEY CONTROL EZ5155 EZ5155 NAD 27 - 35 47 02.68439(N) 078 41 06.88578(W) AD( ) 3 EZ5155 EZ5155.Superseded values are not recommended for survey control. EZ5155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5155.See file dsdata.txt to determine how the superseded data were derived. EZ5155 EZ5155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0923362489(NAD 83) EZ5155_MARKER: 42 = RADIO/TV MAST EZ5155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5155+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005 EZ5155 EZ5155 HISTORY - Date Condition Report By EZ5155 HISTORY - 1957 FIRST OBSERVED NCGS EZ5155 HISTORY - 1984 GOOD NCGS EZ5155 HISTORY - 1985 GOOD USPSQD EZ5155 HISTORY - 1988 GOOD USPSQD EZ5155 HISTORY - 20030307 GOOD USPSQD EZ5155 HISTORY - 20040520 GOOD USPSQD EZ5155 HISTORY - 20040606 GOOD USPSQD EZ5155 HISTORY - 20050724 GOOD USPSQD EZ5155 EZ5155 STATION DESCRIPTION EZ5155 EZ5155'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1957 (JCE) EZ5155'STATION IS LOCATED ALONG WESTERN BOULEVARD ABOUT 5 MILES EZ5155'WEST-SOUTHWEST OF THE CENTER OF RALEIGH. STATION IS OF STEEL EZ5155'CONSTRUCTION, 200 FEET HIGH, PAINTED RED AND WHITE AND EZ5155'BELONGS TO NORTH CAROLINA STATE COLLEGE. THE POINT INTERSECTED EZ5155'WAS THE LIGHT ATOP MAST. EZ5155 EZ5155 STATION RECOVERY (1984) EZ5155 EZ5155'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ5155'THE STATION WAS RECOVERED AT THIS DATE. EZ5155'STATION IS IN GOOD CONDITION AS DESCRIBED. EZ5155' EZ5155'NCGS EZ5155 EZ5155 STATION RECOVERY (1985) EZ5155 EZ5155'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) EZ5155'RECOVERED IN GOOD CONDITION. EZ5155 EZ5155 STATION RECOVERY (1988) EZ5155 EZ5155'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EZ5155'RECOVERED IN GOOD CONDITION. EZ5155 EZ5155 STATION RECOVERY (2003) EZ5155 EZ5155'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ5155'RECOVERED IN GOOD CONDITION. EZ5155 EZ5155 STATION RECOVERY (2004) EZ5155 EZ5155'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ5155'RECOVERED IN GOOD CONDITION. EZ5155 EZ5155 STATION RECOVERY (2004) EZ5155 EZ5155'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM) EZ5155'RECOVERED IN GOOD CONDITION. EZ5155 EZ5155 STATION RECOVERY (2005) EZ5155 EZ5155'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM) EZ5155'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5156 *********************************************************************** EZ5156 DESIGNATION - RALEIGH TV WRAL RELAY TOWER EZ5156 PID - EZ5156 EZ5156 STATE/COUNTY- NC/WAKE EZ5156 USGS QUAD - RALEIGH WEST (1988) EZ5156 EZ5156 *CURRENT SURVEY CONTROL EZ5156 ___________________________________________________________________ EZ5156* NAD 83(1986)- 35 46 46.32089(N) 078 40 28.98319(W) ADJUSTED EZ5156* NAVD 88 - -0. (meters) -0. (feet) SCALED EZ5156 ___________________________________________________________________ EZ5156 LAPLACE CORR- -7.05 (seconds) DEFLEC99 EZ5156 GEOID HEIGHT- -32.76 (meters) GEOID03 EZ5156 EZ5156 HORZ ORDER - THIRD EZ5156 EZ5156.The North Carolina HARNS have been completed but, EZ5156.due to contractual restrictions, coordinates for these stations EZ5156.will NOT be published in the near future. In the interim, the EZ5156.published coordinates in North Carolina will not be EZ5156.consistent with the Continuously Operating Reference Stations EZ5156.(CORS). The HARN coordinates for these stations are available EZ5156.upon request. Contact Gary Thompson(919-733-3836). EZ5156. EZ5156.In addition, the published North Carolina positions EZ5156.(NAD 83 (1986)) are NOT consistent with those determined in EZ5156.adjacent state readjustments. The discontinuity between stations EZ5156.located in North Carolina and those in adjacent states EZ5156.which have been adjusted to the HARN may be as much as 5 EZ5156.decimeters. This will result in a significant loss of accuracy EZ5156.over lines crossing such state borders. EZ5156 EZ5156 EZ5156.The horizontal coordinates were established by classical geodetic methods EZ5156.and adjusted by the National Geodetic Survey in July 1986. EZ5156 EZ5156.The orthometric height was scaled from a topographic map. EZ5156 EZ5156.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5156 EZ5156.The geoid height was determined by GEOID03. EZ5156 EZ5156; North East Units Scale Factor Converg. EZ5156;SPC NC - 225,188.198 639,008.744 MT 0.99991492 +0 11 15.9 EZ5156;SPC NC - 738,804.95 2,096,481.19 sFT 0.99991492 +0 11 15.9 EZ5156;UTM 17 - 3,961,990.246 710,172.345 MT 1.00014434 +1 21 36.1 EZ5156 EZ5156! - Elev Factor x Scale Factor = Combined Factor EZ5156!SPC NC - 1.00000518 x 0.99991492 = 0.99992010 EZ5156!UTM 17 - 1.00000518 x 1.00014434 = 1.00014952 EZ5156 EZ5156 SUPERSEDED SURVEY CONTROL EZ5156 EZ5156 NAD 27 - 35 46 45.77800(N) 078 40 29.96800(W) AD( ) 3 EZ5156 EZ5156.Superseded values are not recommended for survey control. EZ5156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5156.See file dsdata.txt to determine how the superseded data were derived. EZ5156 EZ5156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1017261990(NAD 83) EZ5156_MARKER: 45 = MICROWAVE TOWER EZ5156_MARK LOGO: CGS EZ5156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5156+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005 EZ5156 EZ5156 HISTORY - Date Condition Report By EZ5156 HISTORY - 1957 FIRST OBSERVED CGS EZ5156 HISTORY - 1957 GOOD CGS EZ5156 HISTORY - 1984 GOOD NCGS EZ5156 HISTORY - 1985 GOOD USPSQD EZ5156 HISTORY - 1988 GOOD USPSQD EZ5156 HISTORY - 19880101 GOOD NCGS EZ5156 HISTORY - 20030307 GOOD USPSQD EZ5156 HISTORY - 20040329 GOOD USPSQD EZ5156 HISTORY - 20050724 GOOD USPSQD EZ5156 EZ5156 STATION DESCRIPTION EZ5156 EZ5156'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE) EZ5156'STATION IS LOCATED ALONG WESTERN BOULEVARD ABOUT 4.0 MILES EZ5156'SOUTHWEST OF THE CENTER OF RALEIGH. STATION IS OF STEEL EZ5156'CONSTRUCTION, 275 FEET HIGH, PAINTED RED AND WHITE. THIS EZ5156'STATION IS UNDER CONSTRUCTION AND THE PRESENT PLAN IS TO EZ5156'EXTEND THE HEIGHT OF TOWER. THE POINT INTERSECTED WAS THE EZ5156'LIGHT ATOP TOWER. EZ5156 EZ5156 STATION RECOVERY (1957) EZ5156 EZ5156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 EZ5156'RECOVERED IN GOOD CONDITION. EZ5156 EZ5156 STATION RECOVERY (1984) EZ5156 EZ5156'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ5156'THE STATION WAS RECOVERED AT THIS DATE. EZ5156'STATION IS IN GOOD CONDITION AS DESCRIBED. EZ5156' EZ5156'NCGS EZ5156 EZ5156 STATION RECOVERY (1985) EZ5156 EZ5156'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) EZ5156'RECOVERED IN GOOD CONDITION. EZ5156 EZ5156 STATION RECOVERY (1988) EZ5156 EZ5156'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EZ5156'RECOVERED IN GOOD CONDITION. EZ5156 EZ5156 STATION RECOVERY (1988) EZ5156 EZ5156'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ5156'STATION IS LOCATED ALONG WESTERN BOULEVARD ABOUT 4.0 MILES EZ5156'SOUTHWEST OF THE CENTER OF RALEIGH. STATION IS OF STEEL EZ5156'CONSTRUCTION, 275 FEET HIGH, PAINTED RED AND WHITE. THIS EZ5156'STATION IS UNDER CONSTRUCTION AND THE PRESENT PLAN IS TO EZ5156'EXTEND THE HEIGHT OF TOWER. THE POINT INTERSECTED WAS THE EZ5156'LIGHT ATOP TOWER. EZ5156'DELETE THE STATEMENT ABOUT CONSTRUCTION AND EZ5156'PLANS TO EXTEND. EZ5156 EZ5156 STATION RECOVERY (2003) EZ5156 EZ5156'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ5156'RECOVERED IN GOOD CONDITION. EZ5156 EZ5156 STATION RECOVERY (2004) EZ5156 EZ5156'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM) EZ5156'RECOVERED IN GOOD CONDITION. EZ5156 EZ5156 STATION RECOVERY (2005) EZ5156 EZ5156'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM) EZ5156'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6602 *********************************************************************** EZ6602 DESIGNATION - RALEIGH WESTINGHOUSE TANK EZ6602 PID - EZ6602 EZ6602 STATE/COUNTY- NC/WAKE EZ6602 USGS QUAD - RALEIGH EAST (1993) EZ6602 EZ6602 *CURRENT SURVEY CONTROL EZ6602 ___________________________________________________________________ EZ6602* NAD 83(1986)- 35 48 54.99171(N) 078 35 49.86595(W) ADJUSTED EZ6602* NAVD 88 - EZ6602 ___________________________________________________________________ EZ6602 LAPLACE CORR- -7.74 (seconds) DEFLEC99 EZ6602 GEOID HEIGHT- -33.01 (meters) GEOID03 EZ6602 EZ6602 HORZ ORDER - THIRD EZ6602 EZ6602.The North Carolina HARNS have been completed but, EZ6602.due to contractual restrictions, coordinates for these stations EZ6602.will NOT be published in the near future. In the interim, the EZ6602.published coordinates in North Carolina will not be EZ6602.consistent with the Continuously Operating Reference Stations EZ6602.(CORS). The HARN coordinates for these stations are available EZ6602.upon request. Contact Gary Thompson(919-733-3836). EZ6602. EZ6602.In addition, the published North Carolina positions EZ6602.(NAD 83 (1986)) are NOT consistent with those determined in EZ6602.adjacent state readjustments. The discontinuity between stations EZ6602.located in North Carolina and those in adjacent states EZ6602.which have been adjusted to the HARN may be as much as 5 EZ6602.decimeters. This will result in a significant loss of accuracy EZ6602.over lines crossing such state borders. EZ6602 EZ6602 EZ6602.The horizontal coordinates were established by classical geodetic methods EZ6602.and adjusted by the National Geodetic Survey in December 1992. EZ6602 EZ6602 EZ6602.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6602 EZ6602.The geoid height was determined by GEOID03. EZ6602 EZ6602; North East Units Scale Factor Converg. EZ6602;SPC NC - 229,179.296 646,002.038 MT 0.99992085 +0 13 57.0 EZ6602;SPC NC - 751,899.07 2,119,425.02 sFT 0.99992085 +0 13 57.0 EZ6602;UTM 17 - 3,966,124.703 717,084.146 MT 1.00018073 +1 24 23.8 EZ6602 EZ6602 SUPERSEDED SURVEY CONTROL EZ6602 EZ6602.No superseded survey control is available for this station. EZ6602 EZ6602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1708466125(NAD 83) EZ6602_MARKER: 53 = ELEVATED TANK EZ6602 EZ6602 HISTORY - Date Condition Report By EZ6602 HISTORY - 1984 FIRST OBSERVED NCGS EZ6602 HISTORY - 20030307 MARK NOT FOUND USPSQD EZ6602 HISTORY - 20040329 MARK NOT FOUND USPSQD EZ6602 EZ6602 STATION DESCRIPTION EZ6602 EZ6602'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6602'THE STATION, RALEIGH WESTINGHOUSE TANK, IS LOCATED ABOUT 5.3 KM EZ6602'(3.3 MI) NORTHEAST OF THE CAPITOL SQUARE IN RALEIGH. EZ6602' EZ6602'LOCATED 0.7 KM (0.45 MI) NORTHEAST OF THE CENTER OF THE US 1, US 70 EZ6602'AND US 401 INTERCHANGE, ABOUT 200 METERS NORTHEAST OF THE NORTHEAST EZ6602'CORNER OF THE WESTINGHOUSE PLANT. EZ6602' EZ6602'THE LANDMARK IS AN ELEVATED WATER TANK ON SIX LEGS, PAINTED GREY, EZ6602'AND PROJECTING ABOUT 200 FT ABOVE THE GROUND WITH A RED LIGHT ON EZ6602'TOP. EZ6602' EZ6602'THE POINT OBSERVED WAS THE RED LIGHT ON TOP. EZ6602 EZ6602 STATION RECOVERY (2003) EZ6602 EZ6602'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ6602'MARK NOT FOUND. EZ6602 EZ6602 STATION RECOVERY (2004) EZ6602 EZ6602'RECOVERY NOTE BY US POWER SQUADRON 2004 (KLM) EZ6602'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5355 *********************************************************************** EZ5355 DESIGNATION - RALPH EZ5355 PID - EZ5355 EZ5355 STATE/COUNTY- NC/WAKE EZ5355 USGS QUAD - NEW HILL (1983) EZ5355 EZ5355 *CURRENT SURVEY CONTROL EZ5355 ___________________________________________________________________ EZ5355* NAD 83(1986)- 35 40 48.56933(N) 078 56 05.30112(W) ADJUSTED EZ5355* NAVD 88 - 102.3 (meters) 336. (feet) VERTCON EZ5355 ___________________________________________________________________ EZ5355 LAPLACE CORR- -6.05 (seconds) DEFLEC99 EZ5355 GEOID HEIGHT- -32.04 (meters) GEOID03 EZ5355 EZ5355 HORZ ORDER - SECOND EZ5355 EZ5355.The North Carolina HARNS have been completed but, EZ5355.due to contractual restrictions, coordinates for these stations EZ5355.will NOT be published in the near future. In the interim, the EZ5355.published coordinates in North Carolina will not be EZ5355.consistent with the Continuously Operating Reference Stations EZ5355.(CORS). The HARN coordinates for these stations are available EZ5355.upon request. Contact Gary Thompson(919-733-3836). EZ5355. EZ5355.In addition, the published North Carolina positions EZ5355.(NAD 83 (1986)) are NOT consistent with those determined in EZ5355.adjacent state readjustments. The discontinuity between stations EZ5355.located in North Carolina and those in adjacent states EZ5355.which have been adjusted to the HARN may be as much as 5 EZ5355.decimeters. This will result in a significant loss of accuracy EZ5355.over lines crossing such state borders. EZ5355 EZ5355 EZ5355.The horizontal coordinates were established by classical geodetic methods EZ5355.and adjusted by the National Geodetic Survey in July 1986. EZ5355 EZ5355.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5355 EZ5355.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5355 EZ5355.The geoid height was determined by GEOID03. EZ5355 EZ5355; North East Units Scale Factor Converg. EZ5355;SPC NC - 214,116.874 615,502.419 MT 0.99990047 +0 02 15.5 EZ5355;SPC NC - 702,481.78 2,019,360.85 sFT 0.99990047 +0 02 15.5 EZ5355;UTM 17 - 3,950,439.310 686,892.763 MT 1.00003044 +1 12 17.6 EZ5355 EZ5355! - Elev Factor x Scale Factor = Combined Factor EZ5355!SPC NC - 0.99998896 x 0.99990047 = 0.99988944 EZ5355!UTM 17 - 0.99998896 x 1.00003044 = 1.00001940 EZ5355 EZ5355: Primary Azimuth Mark Grid Az EZ5355:SPC NC - LANA 171 10 36.8 EZ5355:UTM 17 - LANA 170 00 34.7 EZ5355 EZ5355|---------------------------------------------------------------------| EZ5355| PID Reference Object Distance Geod. Az | EZ5355| dddmmss.s | EZ5355| EZ5356 LANA 437.162 METERS 1711252.3 | EZ5355|---------------------------------------------------------------------| EZ5355 EZ5355 SUPERSEDED SURVEY CONTROL EZ5355 EZ5355 NAD 27 - 35 40 48.02844(N) 078 56 06.26855(W) AD( ) 2 EZ5355 NGVD 29 (07/19/86) 102.6 (m) 337. (f) VERT ANG EZ5355 EZ5355.Superseded values are not recommended for survey control. EZ5355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5355.See file dsdata.txt to determine how the superseded data were derived. EZ5355 EZ5355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8689350439(NAD 83) EZ5355_MARKER: DE = TRAVERSE STATION DISK EZ5355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5355_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5355_STAMPING: RALPH 1970 EZ5355_MARK LOGO: NCGS EZ5355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5355+STABILITY: SURFACE MOTION EZ5355 EZ5355 HISTORY - Date Condition Report By EZ5355 HISTORY - 1970 MONUMENTED NCGS EZ5355 EZ5355 STATION DESCRIPTION EZ5355 EZ5355'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ5355'RALPH IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ5355'VICINITY OF NEW HILL, NORTH CAROLINA. EZ5355' EZ5355'RALPH IS LOCATED APPROXIMATELY 0.5 MILE SOUTHEAST OF NEW HILL. TO EZ5355'REACH STATION PROCEED FROM SR 1011 (OLD US 1) WITH SR 1141 GOING EZ5355'NORTHWEST AND SR 1135 GOING SOUTHEAST IN THE TOWN OF NEW HILL, GO EZ5355'SOUTHEAST ON SR 1135 FOR 0.05 MILE TO RAILROAD TRACKS. STATION IS EZ5355'ON THE NORTH SIDE OF SR 1135 AND EAST SIDE OF TRACKS. EZ5355' EZ5355'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ5355'RALPH 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ5355'IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5355' EZ5355'MARK IS-- EZ5355'44.3 FEET ENE OF C/L OF SR 1135. EZ5355'21.2 FEET SE OF SE RAIL OF MAIN TRACK. EZ5355'9.2 FEET NE OF METAL BOX ON 3 FOOT PIPE. EZ5355'23.0 FEET W OF ALUMINUM REF. TAG ON TP. EZ5355'28.0 FEET NE OF TACK GUARD ON SE SIDE OF TRACK. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2665 *********************************************************************** EZ2665 DESIGNATION - RAND EZ2665 PID - EZ2665 EZ2665 STATE/COUNTY- NC/WAKE EZ2665 USGS QUAD - LAKE WHEELER (1993) EZ2665 EZ2665 *CURRENT SURVEY CONTROL EZ2665 ___________________________________________________________________ EZ2665* NAD 83(1986)- 35 41 17.38558(N) 078 38 42.94852(W) ADJUSTED EZ2665* NAVD 88 - 98.885 (meters) 324.43 (feet) ADJUSTED EZ2665 ___________________________________________________________________ EZ2665 LAPLACE CORR- -7.19 (seconds) DEFLEC99 EZ2665 GEOID HEIGHT- -33.07 (meters) GEOID03 EZ2665 DYNAMIC HT - 98.798 (meters) 324.14 (feet) COMP EZ2665 MODELED GRAV- 979,753.6 (mgal) NAVD 88 EZ2665 EZ2665 HORZ ORDER - SECOND EZ2665 VERT ORDER - SECOND CLASS I EZ2665 EZ2665.The North Carolina HARNS have been completed but, EZ2665.due to contractual restrictions, coordinates for these stations EZ2665.will NOT be published in the near future. In the interim, the EZ2665.published coordinates in North Carolina will not be EZ2665.consistent with the Continuously Operating Reference Stations EZ2665.(CORS). The HARN coordinates for these stations are available EZ2665.upon request. Contact Gary Thompson(919-733-3836). EZ2665. EZ2665.In addition, the published North Carolina positions EZ2665.(NAD 83 (1986)) are NOT consistent with those determined in EZ2665.adjacent state readjustments. The discontinuity between stations EZ2665.located in North Carolina and those in adjacent states EZ2665.which have been adjusted to the HARN may be as much as 5 EZ2665.decimeters. This will result in a significant loss of accuracy EZ2665.over lines crossing such state borders. EZ2665 EZ2665 EZ2665.The horizontal coordinates were established by classical geodetic methods EZ2665.and adjusted by the National Geodetic Survey in December 1990. EZ2665 EZ2665.The orthometric height was determined by differential leveling EZ2665.and adjusted by the National Geodetic Survey in June 1991. EZ2665 EZ2665.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2665 EZ2665.The geoid height was determined by GEOID03. EZ2665 EZ2665.The dynamic height is computed by dividing the NAVD 88 EZ2665.geopotential number by the normal gravity value computed on the EZ2665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2665.degrees latitude (g = 980.6199 gals.). EZ2665 EZ2665.The modeled gravity was interpolated from observed gravity values. EZ2665 EZ2665; North East Units Scale Factor Converg. EZ2665;SPC NC - 215,060.340 641,707.786 MT 0.99990152 +0 12 17.1 EZ2665;SPC NC - 705,577.13 2,105,336.29 sFT 0.99990152 +0 12 17.1 EZ2665;UTM 17 - 3,951,917.199 713,078.487 MT 1.00015951 +1 22 27.1 EZ2665 EZ2665! - Elev Factor x Scale Factor = Combined Factor EZ2665!SPC NC - 0.99998967 x 0.99990152 = 0.99989119 EZ2665!UTM 17 - 0.99998967 x 1.00015951 = 1.00014918 EZ2665 EZ2665 SUPERSEDED SURVEY CONTROL EZ2665 EZ2665 NGVD 29 (12/03/90) 99.13 (m) 325.2 (f) LEVELING 3 EZ2665 EZ2665.Superseded values are not recommended for survey control. EZ2665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2665.See file dsdata.txt to determine how the superseded data were derived. EZ2665 EZ2665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1307851917(NAD 83) EZ2665_MARKER: DE = TRAVERSE STATION DISK EZ2665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2665_SP_SET: CONCRETE POST EZ2665_STAMPING: RAND 1978 EZ2665_MARK LOGO: NCGS EZ2665_PROJECTION: RECESSED 3 CENTIMETERS EZ2665_MAGNETIC: N = NO MAGNETIC MATERIAL EZ2665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2665+STABILITY: SURFACE MOTION EZ2665 EZ2665 HISTORY - Date Condition Report By EZ2665 HISTORY - 1978 MONUMENTED NCGS EZ2665 HISTORY - 1978 GOOD NCGS EZ2665 HISTORY - 1987 GOOD USPSQD EZ2665 HISTORY - 20050530 MARK NOT FOUND USPSQD EZ2665 EZ2665 STATION DESCRIPTION EZ2665 EZ2665'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ2665'THE STATION IS LOCATED APPROXIMATELY 2.6 MILES SOUTHWEST OF GARNER. EZ2665' EZ2665'THE STATION IS LOCATED AT THE Y INTERSECTION OF SR 2711 (BUFFALO ROAD) EZ2665'AND SR 2713 (VANDORA SPRINGS ROAD) ON THE EAST SIDE OF INTERSECTION EZ2665'AND ON PROLONGATION OF DRIVE ACROSS SR 2713. EZ2665' EZ2665'STATION MARK IS A STANDARD DISK STAMPED---RAND 1978---SET IN THE TOP EZ2665'OF A CONCRETE CYLINDER WHICH IS 1 INCH BELOW THE GROUND SURFACE. THE EZ2665'MARK IS 58.9 FEET SOUTH-SOUTHEAST OF CENTERLINE OF SR 2713, 51.7 FEET EZ2665'NORTHEAST OF CENTERLINE OF SR 2711, 90.2 FEET NORTH-NORTHEAST OF EZ2665'POWER POLE WITH TELEPHONE PEDESTAL AND REFERENCE TAG, 132.4 FEET EAST EZ2665'OF POWER POLE WITH TRANSFORMER AND REFERENCE TAG, 70.0 FEET EAST- EZ2665'SOUTHEAST OF CENTER OF DIRT TRIANGLE IN INTERSECTION, 16.5 FEET WEST EZ2665'OF 4 INCH PINE WITH REFERENCE TAG, 14.0 FEET SOUTH OF SANITARY SEWER EZ2665'MANHOLE AND 132.8 FEET SOUTH-SOUTHWEST OF POWER POLE WITH PEDESTAL AND EZ2665'REFERENCE TAG. EZ2665 EZ2665 STATION RECOVERY (1978) EZ2665 EZ2665'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EZ2665'2.6 MI SW FROM GARNER. EZ2665'THE STATION IS LOCATED AT THE WYE INTERSECTION OF SR 2711 (BUFFALO EZ2665'ROAD) AND SR 2713 (VANDORA SPRINGS ROAD) ON EAST SIDE OF INTERSECTION EZ2665'AND ON PROLONGATION OF DRIVE ACROSS SR 2713, 58.9 FEET SOUTH-SOUTHEAST EZ2665'OF CENTERLINE OF SR 2713, 51.7 FEET NORTHEAST OF CENTERLINE OF SR 2711 EZ2665'90.2 FEET NORTH-NORTHEAST OF POWER POLE WITH TELEPHONE PEDESTAL EZ2665'AND WITH REFERENCE TAG, 132.4 FEET EAST OF POWER POLE WITH EZ2665'TRANSFORMER AND REFERENCE TAG, 70.0 FEET EAST-SOUTHEAST OF CENTER OF EZ2665'DIRT TRIANGLE IN INTERSECTION, 16.5 FEET WEST OF 4 INCH PINE WITH EZ2665'REFERENCE TAG, 14.0 FEET SOUTH OF SANITARY SEWER MANHOLE, AND EZ2665'132.8 FEET SOUTH-SOUTHWEST OF POWER POLE WITH PEDESTAL AND REFERENCE EZ2665'TAG. EZ2665'THE MARK IS ABOVE LEVEL WITH ROAD. EZ2665 EZ2665 STATION RECOVERY (1987) EZ2665 EZ2665'RECOVERY NOTE BY US POWER SQUADRON 1987 (FBB) EZ2665'RECOVERED IN GOOD CONDITION. EZ2665 EZ2665 STATION RECOVERY (2005) EZ2665 EZ2665'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ2665'MARK NOT FOUND 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5448 *********************************************************************** EZ5448 DESIGNATION - RANSDELL EZ5448 PID - EZ5448 EZ5448 STATE/COUNTY- NC/WAKE EZ5448 USGS QUAD - CARY (1993) EZ5448 EZ5448 *CURRENT SURVEY CONTROL EZ5448 ___________________________________________________________________ EZ5448* NAD 83(1986)- 35 51 48.42603(N) 078 48 12.54095(W) ADJUSTED EZ5448* NAVD 88 - 109.96 (+/-2cm) 360.8 (feet) VERTCON EZ5448 ___________________________________________________________________ EZ5448 LAPLACE CORR- -5.93 (seconds) DEFLEC99 EZ5448 GEOID HEIGHT- -32.03 (meters) GEOID03 EZ5448 EZ5448 HORZ ORDER - SECOND EZ5448 VERT ORDER - THIRD ? (See Below) EZ5448 EZ5448.The North Carolina HARNS have been completed but, EZ5448.due to contractual restrictions, coordinates for these stations EZ5448.will NOT be published in the near future. In the interim, the EZ5448.published coordinates in North Carolina will not be EZ5448.consistent with the Continuously Operating Reference Stations EZ5448.(CORS). The HARN coordinates for these stations are available EZ5448.upon request. Contact Gary Thompson(919-733-3836). EZ5448. EZ5448.In addition, the published North Carolina positions EZ5448.(NAD 83 (1986)) are NOT consistent with those determined in EZ5448.adjacent state readjustments. The discontinuity between stations EZ5448.located in North Carolina and those in adjacent states EZ5448.which have been adjusted to the HARN may be as much as 5 EZ5448.decimeters. This will result in a significant loss of accuracy EZ5448.over lines crossing such state borders. EZ5448 EZ5448 EZ5448.The horizontal coordinates were established by classical geodetic methods EZ5448.and adjusted by the National Geodetic Survey in July 1986. EZ5448 EZ5448.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5448.The vertical order pertains to the NGVD 29 superseded value. EZ5448 EZ5448.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5448 EZ5448.The geoid height was determined by GEOID03. EZ5448 EZ5448; North East Units Scale Factor Converg. EZ5448;SPC NC - 234,468.049 627,349.095 MT 0.99992947 +0 06 48.3 EZ5448;SPC NC - 769,250.59 2,058,227.82 sFT 0.99992947 +0 06 48.3 EZ5448;UTM 17 - 3,971,031.185 698,322.878 MT 1.00008468 +1 17 14.1 EZ5448 EZ5448! - Elev Factor x Scale Factor = Combined Factor EZ5448!SPC NC - 0.99998777 x 0.99992947 = 0.99991724 EZ5448!UTM 17 - 0.99998777 x 1.00008468 = 1.00007245 EZ5448 EZ5448: Primary Azimuth Mark Grid Az EZ5448:SPC NC - KNIGHTS 269 27 52.5 EZ5448:UTM 17 - KNIGHTS 268 17 26.7 EZ5448 EZ5448|---------------------------------------------------------------------| EZ5448| PID Reference Object Distance Geod. Az | EZ5448| dddmmss.s | EZ5448| EZ0936 WK 22 104.948 METERS 06033 | EZ5448| EZ5449 BELINDA 466.674 METERS 0734926.8 | EZ5448| EZ1104 KNIGHTS APPROX. 0.5 KM 2693440.8 | EZ5448|---------------------------------------------------------------------| EZ5448 EZ5448 SUPERSEDED SURVEY CONTROL EZ5448 EZ5448 NAD 27 - 35 51 47.90041(N) 078 48 13.52033(W) AD( ) 2 EZ5448 NGVD 29 (07/19/86) 110.21 (m) 361.6 (f) LEVELING 3 EZ5448 EZ5448.Superseded values are not recommended for survey control. EZ5448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5448.See file dsdata.txt to determine how the superseded data were derived. EZ5448 EZ5448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9832371031(NAD 83) EZ5448_MARKER: DE = TRAVERSE STATION DISK EZ5448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5448_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5448_STAMPING: RANSDELL 1973 EZ5448_MARK LOGO: NCGS EZ5448_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ5448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5448+STABILITY: SURFACE MOTION EZ5448 EZ5448 HISTORY - Date Condition Report By EZ5448 HISTORY - 1973 MONUMENTED NCGS EZ5448 HISTORY - 1982 GOOD NC-183 EZ5448 HISTORY - 20040823 SEE DESCRIPTION NCGS EZ5448 EZ5448 STATION DESCRIPTION EZ5448 EZ5448'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (LWA) EZ5448'RANSDELL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ5448'THE VICINITY OF MORRISVILLE, NORTH CAROLINA. EZ5448' EZ5448'RANSDELL IS LOCATED APPROXIMATELY 3.0 MILES NNE OF MORRISVILLE, AND EZ5448'10.9 MILES WNW OF RALEIGH. TO REACH STATION FROM THE SR 1788 (RDU EZ5448'AIRPORT ROAD) OVERPASS OF I-40 (WEST), PROCEED ESE ALONG SR 1788 EZ5448'FOR 0.7 MILES TO STATION ON RIGHT ON EAST SLOPE OF A 20 FOOT BANK, EZ5448'0.1 MILES WSW OF INTERSECTION WITH SR 1002. EZ5448' EZ5448'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5448'RANSDELL 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5448'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EZ5448' EZ5448'MARK IS EZ5448'86.9 FEET SE OF C/L SR 1788 (SLOPE). EZ5448'138.9 FEET WSW OF CENTER OF METAL DRAIN COVER AT SOUTH END OF EZ5448'CONCRETE SPILLWAY (SLOPE). EZ5448'34.3 FEET NW OF 4 INCH PINE W/ALUMINUM REF. TAG. EZ5448'16.9 FEET SE OF PP NO. 6 W/ALUMINUM REF. TAG. EZ5448'35.1 FEET WSW OF 5 INCH SWEETGUM W/ALUMINUM REF. TAG. EZ5448 EZ5448 STATION RECOVERY (1982) EZ5448 EZ5448'RECOVERY NOTE BY WAKE COUNTY NORTH CAROLINA 1982 (DHC) EZ5448'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ5448 EZ5448 STATION RECOVERY (2004) EZ5448 EZ5448'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL) EZ5448'STATION WAS NOT FOUND. BELIEVED LOST TO HIGHWAY REVISION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6679 *********************************************************************** EZ6679 DESIGNATION - RANSOM EZ6679 PID - EZ6679 EZ6679 STATE/COUNTY- NC/WAKE EZ6679 USGS QUAD - FUQUAY-VARINA (1993) EZ6679 EZ6679 *CURRENT SURVEY CONTROL EZ6679 ___________________________________________________________________ EZ6679* NAD 83(1986)- 35 34 43.26093(N) 078 47 59.53177(W) ADJUSTED EZ6679* NAVD 88 - 109.9 (meters) 361. (feet) VERTCON EZ6679 ___________________________________________________________________ EZ6679 LAPLACE CORR- -4.74 (seconds) DEFLEC99 EZ6679 GEOID HEIGHT- -32.71 (meters) GEOID03 EZ6679 EZ6679 HORZ ORDER - SECOND EZ6679 EZ6679.The North Carolina HARNS have been completed but, EZ6679.due to contractual restrictions, coordinates for these stations EZ6679.will NOT be published in the near future. In the interim, the EZ6679.published coordinates in North Carolina will not be EZ6679.consistent with the Continuously Operating Reference Stations EZ6679.(CORS). The HARN coordinates for these stations are available EZ6679.upon request. Contact Gary Thompson(919-733-3836). EZ6679. EZ6679.In addition, the published North Carolina positions EZ6679.(NAD 83 (1986)) are NOT consistent with those determined in EZ6679.adjacent state readjustments. The discontinuity between stations EZ6679.located in North Carolina and those in adjacent states EZ6679.which have been adjusted to the HARN may be as much as 5 EZ6679.decimeters. This will result in a significant loss of accuracy EZ6679.over lines crossing such state borders. EZ6679 EZ6679 EZ6679.The horizontal coordinates were established by classical geodetic methods EZ6679.and adjusted by the National Geodetic Survey in March 1993. EZ6679 EZ6679.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6679 EZ6679.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6679 EZ6679.The geoid height was determined by GEOID03. EZ6679 EZ6679; North East Units Scale Factor Converg. EZ6679;SPC NC - 202,875.589 627,739.145 MT 0.99988882 +0 06 55.8 EZ6679;SPC NC - 665,600.99 2,059,507.51 sFT 0.99988882 +0 06 55.8 EZ6679;UTM 17 - 3,939,447.577 699,357.798 MT 1.00008978 +1 16 49.8 EZ6679 EZ6679! - Elev Factor x Scale Factor = Combined Factor EZ6679!SPC NC - 0.99998788 x 0.99988882 = 0.99987670 EZ6679!UTM 17 - 0.99998788 x 1.00008978 = 1.00007766 EZ6679 EZ6679 SUPERSEDED SURVEY CONTROL EZ6679 EZ6679 NGVD 29 (03/10/93) 110.2 (m) 362. (f) VERT ANG EZ6679 EZ6679.Superseded values are not recommended for survey control. EZ6679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6679.See file dsdata.txt to determine how the superseded data were derived. EZ6679 EZ6679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9935839448(NAD 83) EZ6679_MARKER: DE = TRAVERSE STATION DISK EZ6679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6679_SP_SET: CONCRETE POST EZ6679_STAMPING: RANSOM 1983 EZ6679_MARK LOGO: NCGS EZ6679_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ6679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6679+STABILITY: SURFACE MOTION EZ6679 EZ6679 HISTORY - Date Condition Report By EZ6679 HISTORY - 1983 MONUMENTED NCGS EZ6679 EZ6679 STATION DESCRIPTION EZ6679 EZ6679'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 EZ6679'STATION IS LOCATED IN FUQUAY VARINA. EZ6679'ALONG US 401 (MAIN ST), ON EAST SIDE OF STREET BETWEEN INTERSECTIONS EZ6679'WITH RANSOM ST AND SUNSET DRIVE, IN BETWEEN CURB AND SIDEWALK. EZ6679'THE STATION IS A STANDARD NCGS DISK STAMPED---RANSOM 1983---, SET INTO EZ6679'THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER FLUSH WITH EZ6679'GROUND. LOCATED 7.80 METERS (25.6 FT) EAST FROM THE CENTERLINE OF EZ6679'HIGHWAY, 25 METERS (82 FT) SOUTH OF CENTERLINE INTERSECTION WITH EZ6679'SUNSET DRIVE, 0.37 METERS (1.2 FT) WEST FROM THE WEST EDGE OF EZ6679'SIDEWALK, 16.40 METERS (53.8 FT) SOUTH FROM A FIRE HYDRANT, 24.57 EZ6679'METERS (80.6 FT) NORTH FROM A POWER POLE WITH REFERENCE TAG, 4.30 EZ6679'METERS (14.1 FT) EAST-SOUTHEAST FROM A MANHOLE COVER, AND 2.1 METERS EZ6679'(7 FT) NORTHWEST OF CENTER OF BOTTOM CONCRETE STEP IN ROCK WALL. EZ6679'STATION IS LEVEL WITH HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AI7140 *********************************************************************** AI7140 DESIGNATION - RAUL AI7140 PID - AI7140 AI7140 STATE/COUNTY- NC/WAKE AI7140 USGS QUAD - GREEN LEVEL (1993) AI7140 AI7140 *CURRENT SURVEY CONTROL AI7140 ___________________________________________________________________ AI7140* NAD 83(1986)- 35 50 34.43736(N) 078 52 32.22048(W) ADJUSTED AI7140* NAVD 88 - 108.6 (meters) 356. (feet) VERT ANG AI7140 ___________________________________________________________________ AI7140 LAPLACE CORR- -5.81 (seconds) DEFLEC99 AI7140 GEOID HEIGHT- -31.82 (meters) GEOID03 AI7140 AI7140 HORZ ORDER - SECOND AI7140 AI7140.The North Carolina HARNS have been completed but, AI7140.due to contractual restrictions, coordinates for these stations AI7140.will NOT be published in the near future. In the interim, the AI7140.published coordinates in North Carolina will not be AI7140.consistent with the Continuously Operating Reference Stations AI7140.(CORS). The HARN coordinates for these stations are available AI7140.upon request. Contact Gary Thompson(919-733-3836). AI7140. AI7140.In addition, the published North Carolina positions AI7140.(NAD 83 (1986)) are NOT consistent with those determined in AI7140.adjacent state readjustments. The discontinuity between stations AI7140.located in North Carolina and those in adjacent states AI7140.which have been adjusted to the HARN may be as much as 5 AI7140.decimeters. This will result in a significant loss of accuracy AI7140.over lines crossing such state borders. AI7140 AI7140 AI7140.The horizontal coordinates were established by classical geodetic methods AI7140.and adjusted by the National Geodetic Survey in August 2000. AI7140 AI7140.The orthometric height was determined by vertical angle observations. AI7140 AI7140.The Laplace correction was computed from DEFLEC99 derived deflections. AI7140 AI7140.The geoid height was determined by GEOID03. AI7140 AI7140; North East Units Scale Factor Converg. AI7140;SPC NC - 232,177.268 620,837.431 MT 0.99992571 +0 04 18.4 AI7140;SPC NC - 761,734.92 2,036,864.14 sFT 0.99992571 +0 04 18.4 AI7140;UTM 17 - 3,968,607.218 691,858.568 MT 1.00005360 +1 14 39.6 AI7140 AI7140! - Elev Factor x Scale Factor = Combined Factor AI7140!SPC NC - 0.99998795 x 0.99992571 = 0.99991366 AI7140!UTM 17 - 0.99998795 x 1.00005360 = 1.00004154 AI7140 AI7140 SUPERSEDED SURVEY CONTROL AI7140 AI7140.No superseded survey control is available for this station. AI7140 AI7140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9185968607(NAD 83) AI7140_MARKER: DH = HORIZONTAL CONTROL DISK AI7140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI7140_STAMPING: RAUL 1996 RTP-8 AI7140_MARK LOGO: NCGS AI7140_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AI7140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI7140+STABILITY: SURFACE MOTION AI7140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI7140+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2005 AI7140 AI7140 HISTORY - Date Condition Report By AI7140 HISTORY - 1996 MONUMENTED NCGS AI7140 HISTORY - 19960319 GOOD NCGS AI7140 HISTORY - 20050504 GOOD GEOCAC AI7140 AI7140 STATION DESCRIPTION AI7140 AI7140'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG) AI7140'STATION IS LOCATED ABOUT 10.6 MI (17.1 KM) SOUTH OF DURHAM AND 3.3 MI AI7140'(5.3 KM) WEST-NORTHWEST OF MORRISVILLE. AI7140'PROCEED ALONG SR 1635 (KOPPERS ROAD) FOR 0.45 MI (0.72 KM) WEST FROM AI7140'SR 1613 (DAVIS DRIVE) , THENCE NORTHWEST ALONG SR 1632 (OLD MAYNARD AI7140'ROAD) FOR 1.1 MI (1.8 KM) TO STATION, ON THE EAST SHOULDER ABOUT AI7140'150-FEET SOUTH OF A OLD ABANDONED FARM BUILDING. AI7140'MARK IS ABOUT LEVEL WITH ROAD AND FLUSH WITH THE GROUND. LOCATED 34.5 AI7140'FT (10.5 M) EAST-NORTHEAST OF THE CENTERLINE OF THE ROAD, 130.4 FT AI7140'(39.7 M) SOUTHEAST OF A TELEPHONE PEDESTAL--AND 147.5 FT (45.0 M) AI7140'NORTH-NORTHWEST OF POWER POLE 4924K, 79.5 FT (24.2 M) SOUTH OF POWER AI7140'POLE PPD 79, 80.5 FT (24.5 M) NORTH-NORTHEAST OF A 16-INCH PINE--ALL AI7140'THREE WITH REFERENCE TAGS. AI7140 AI7140 STATION RECOVERY (1996) AI7140 AI7140'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG) AI7140'RECOVERED AS DESCRIBED. AI7140 AI7140 STATION RECOVERY (2005) AI7140 AI7140'RECOVERY NOTE BY GEOCACHING 2005 (PFF) AI7140'RECOVERED AS DESCRIBED, EXCEPT REF TAGS AND PHONE PEDESTAL NOT AI7140'OBSERVED. STATION CAN BE REACHED FROM THE INTERSECTION OF KOPPERS ROAD AI7140'AND DAVIS DRIVE BY PROCEEDING NORTH ALONG DAVIS DRIVE FOR 0.3 MILE, AI7140'THENCE WEST ON PARKSIDE VALLEY DRIVE 1.2 MILES TO INTERSECTION WITH AI7140'OLD MAYNARD ROAD. TURN NORTH ON OLD MAYNARD RD TO REACH STATION ON AI7140'RIGHT, MIDWAY BETWEEN THE THIRD AND FOURTH POWER POLES. AI7140' AI7140'STATION IS 34.5 FEET ENE OF CENTERLINE OF ROAD, APPROXIMATELY 160 FEET AI7140'SOUTHEAST OF A METAL GATE ACROSS ROAD AND 150 FEET SOUTHEAST OF AN AI7140'ABANDONED LOG BUILDING. MARK IS FLUSH WITH GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6603 *********************************************************************** EZ6603 DESIGNATION - RAVENS EZ6603 PID - EZ6603 EZ6603 STATE/COUNTY- NC/WAKE EZ6603 USGS QUAD - BAYLEAF (1987) EZ6603 EZ6603 *CURRENT SURVEY CONTROL EZ6603 ___________________________________________________________________ EZ6603* NAD 83(1986)- 35 53 11.90077(N) 078 37 39.58870(W) ADJUSTED EZ6603* NAVD 88 - 136.9 (meters) 449. (feet) VERTCON EZ6603 ___________________________________________________________________ EZ6603 LAPLACE CORR- -7.18 (seconds) DEFLEC99 EZ6603 GEOID HEIGHT- -32.68 (meters) GEOID03 EZ6603 EZ6603 HORZ ORDER - SECOND EZ6603 EZ6603.The North Carolina HARNS have been completed but, EZ6603.due to contractual restrictions, coordinates for these stations EZ6603.will NOT be published in the near future. In the interim, the EZ6603.published coordinates in North Carolina will not be EZ6603.consistent with the Continuously Operating Reference Stations EZ6603.(CORS). The HARN coordinates for these stations are available EZ6603.upon request. Contact Gary Thompson(919-733-3836). EZ6603. EZ6603.In addition, the published North Carolina positions EZ6603.(NAD 83 (1986)) are NOT consistent with those determined in EZ6603.adjacent state readjustments. The discontinuity between stations EZ6603.located in North Carolina and those in adjacent states EZ6603.which have been adjusted to the HARN may be as much as 5 EZ6603.decimeters. This will result in a significant loss of accuracy EZ6603.over lines crossing such state borders. EZ6603 EZ6603 EZ6603.The horizontal coordinates were established by classical geodetic methods EZ6603.and adjusted by the National Geodetic Survey in December 1992. EZ6603 EZ6603.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6603 EZ6603.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6603 EZ6603.The geoid height was determined by GEOID03. EZ6603 EZ6603; North East Units Scale Factor Converg. EZ6603;SPC NC - 237,086.151 643,218.127 MT 0.99993387 +0 12 53.6 EZ6603;SPC NC - 777,840.15 2,110,291.47 sFT 0.99993387 +0 12 53.6 EZ6603;UTM 17 - 3,973,974.726 714,137.932 MT 1.00016507 +1 23 28.2 EZ6603 EZ6603! - Elev Factor x Scale Factor = Combined Factor EZ6603!SPC NC - 0.99998364 x 0.99993387 = 0.99991751 EZ6603!UTM 17 - 0.99998364 x 1.00016507 = 1.00014871 EZ6603 EZ6603 SUPERSEDED SURVEY CONTROL EZ6603 EZ6603 NGVD 29 (02/27/98) 137.2 (m) 450. (f) VERT ANG EZ6603 EZ6603.Superseded values are not recommended for survey control. EZ6603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6603.See file dsdata.txt to determine how the superseded data were derived. EZ6603 EZ6603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1413873975(NAD 83) EZ6603_MARKER: DE = TRAVERSE STATION DISK EZ6603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6603_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6603_STAMPING: RAVENS 1985 EZ6603_MARK LOGO: NCGS EZ6603_MAGNETIC: N = NO MAGNETIC MATERIAL EZ6603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6603+STABILITY: SURFACE MOTION EZ6603 EZ6603 HISTORY - Date Condition Report By EZ6603 HISTORY - 1985 MONUMENTED NCGS EZ6603 HISTORY - 19871030 GOOD NCGS EZ6603 HISTORY - 20050706 GOOD GEOCAC EZ6603 EZ6603 STATION DESCRIPTION EZ6603 EZ6603'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ6603'THE STATION IS LOCATED IN NORTH RALEIGH. EZ6603' EZ6603'ALONG FALLS OF NEUSE ROAD (SR 2000), 0.6 KM (0.35 MI) SOUTH FROM EZ6603'THE INTERSECTION WITH SR 1829 (STRICKLAND ROAD), AT THE NORTHEAST EZ6603'FENCE CORNER OF RAVENCROFT SCHOOL GROUNDS. EZ6603' EZ6603'THE STATION IS A STANDARD NCGS DISK STAMPED---RAVENS 1985---, EZ6603'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6603'25 CM IN DIAMETER RECESSED 2 CM BELOW GROUND. LOCATED EZ6603'4.2 METERS (13.9 FT) WEST OF THE STREET CURB, EZ6603'1.5 METERS (4.8 FT WEST OF THE EDGE OF THE SIDEWALK, EZ6603'1.6 METERS (5.1 FT) NORTH-NORTHEAST OF THE CORNER METAL FENCE POST, EZ6603'8.8 METERS (28.9 FT) SOUTH-SOUTHWEST OF A RIGHT-OF-WAY MARKER, EZ6603'26.3 METERS (86.2 FT) NORTH OF A MANHOLE COVER IN THE SIDEWALK, AND EZ6603'31.2 METERS (102.3 FT) SOUTH OF A POWER POLE WITH A TRANSFORMER AND EZ6603'A REFERENCE TAG. EZ6603' EZ6603'MARK IS LEVEL WITH THE HIGHWAY. EZ6603 EZ6603 STATION RECOVERY (1987) EZ6603 EZ6603'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ6603'RECOVERED AS DESCRIBED. EZ6603 EZ6603 STATION RECOVERY (2005) EZ6603 EZ6603'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ6603'RECOVERED AS DESCRIBED, EXCEPT THE REFERENCED MANHOLE IS NOW IN THE EZ6603'STREET, DUE TO RELOCATION OF SIDEWALK AND INSTALLATION OF A TURNING EZ6603'LANE. OTHER REFERENCES REMAIN VALID. STATION IS DIRECTLY ACROSS STREET EZ6603'FROM ENTRANCE TO ST. ANDREWS PRESB CHURCH. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6682 *********************************************************************** EZ6682 DESIGNATION - RAYCHEM EZ6682 PID - EZ6682 EZ6682 STATE/COUNTY- NC/WAKE EZ6682 USGS QUAD - FUQUAY-VARINA (1993) EZ6682 EZ6682 *CURRENT SURVEY CONTROL EZ6682 ___________________________________________________________________ EZ6682* NAD 83(1986)- 35 34 50.04999(N) 078 46 20.02970(W) ADJUSTED EZ6682* NAVD 88 - 124.1 (meters) 407. (feet) VERTCON EZ6682 ___________________________________________________________________ EZ6682 LAPLACE CORR- -4.61 (seconds) DEFLEC99 EZ6682 GEOID HEIGHT- -32.79 (meters) GEOID03 EZ6682 EZ6682 HORZ ORDER - SECOND EZ6682 EZ6682.The North Carolina HARNS have been completed but, EZ6682.due to contractual restrictions, coordinates for these stations EZ6682.will NOT be published in the near future. In the interim, the EZ6682.published coordinates in North Carolina will not be EZ6682.consistent with the Continuously Operating Reference Stations EZ6682.(CORS). The HARN coordinates for these stations are available EZ6682.upon request. Contact Gary Thompson(919-733-3836). EZ6682. EZ6682.In addition, the published North Carolina positions EZ6682.(NAD 83 (1986)) are NOT consistent with those determined in EZ6682.adjacent state readjustments. The discontinuity between stations EZ6682.located in North Carolina and those in adjacent states EZ6682.which have been adjusted to the HARN may be as much as 5 EZ6682.decimeters. This will result in a significant loss of accuracy EZ6682.over lines crossing such state borders. EZ6682 EZ6682 EZ6682.The horizontal coordinates were established by classical geodetic methods EZ6682.and adjusted by the National Geodetic Survey in March 1993. EZ6682 EZ6682.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6682 EZ6682.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6682 EZ6682.The geoid height was determined by GEOID03. EZ6682 EZ6682; North East Units Scale Factor Converg. EZ6682;SPC NC - 203,090.202 630,243.645 MT 0.99988901 +0 07 53.3 EZ6682;SPC NC - 666,305.10 2,067,724.36 sFT 0.99988901 +0 07 53.3 EZ6682;UTM 17 - 3,939,713.125 701,857.934 MT 1.00010214 +1 17 48.0 EZ6682 EZ6682! - Elev Factor x Scale Factor = Combined Factor EZ6682!SPC NC - 0.99998567 x 0.99988901 = 0.99987468 EZ6682!UTM 17 - 0.99998567 x 1.00010214 = 1.00008781 EZ6682 EZ6682 SUPERSEDED SURVEY CONTROL EZ6682 EZ6682 NGVD 29 (03/10/93) 124.4 (m) 408. (f) VERT ANG EZ6682 EZ6682.Superseded values are not recommended for survey control. EZ6682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6682.See file dsdata.txt to determine how the superseded data were derived. EZ6682 EZ6682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0185839713(NAD 83) EZ6682_MARKER: DE = TRAVERSE STATION DISK EZ6682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6682_SP_SET: CONCRETE POST EZ6682_STAMPING: RAYCHEM 1983 EZ6682_MARK LOGO: NCGS EZ6682_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ6682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6682+STABILITY: SURFACE MOTION EZ6682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6682+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2004 EZ6682 EZ6682 HISTORY - Date Condition Report By EZ6682 HISTORY - 1983 MONUMENTED NCGS EZ6682 HISTORY - 20041106 GOOD GEOCAC EZ6682 EZ6682 STATION DESCRIPTION EZ6682 EZ6682'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 EZ6682'STATION IS LOCATED APPROXIMATELY 2.4 KM (1.5 MI) EAST OF FUQUAY EZ6682'VARINA. EZ6682'PROCEED ALONG US 401, 1.7 KM (1.05 MI) EAST OF THE INTERSECTION WITH EZ6682'NC 55 NORTH , THENCE 1.3 KM (0.8 MI) SOUTH ALONG SR 1301 (PURFOY EZ6682'ROAD), AT THE INTERSECTION WITH ENTRANCE DRIVE TO RAYCHEM CORP., IN EZ6682'NORTHWEST QUADRANT. EZ6682'THE STATION IS A STANDARD NCGS DISK STAMPED---RAYCHEM 1983---, SET EZ6682'INTO THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER RECESSED 2 EZ6682'CM BELOW GROUND. LOCATED 10.76 METERS (35.3 FT) WEST FROM THE EZ6682'CENTERLINE OF HIGHWAY, 12.44 METERS (40.8 FT) NORTH FROM THE EAST END EZ6682'OF TRAFFIC ISLAND IN NORTH DRIVE TO RAYCHEM CORP., 6.40 METERS EZ6682'(21.0 FT) SOUTHWEST FROM THE NORTH END OF DRIVEWAY CULVERT, 17.71 EZ6682'METERS (58.1 FT) EAST-NORTHEAST FROM A FOUR TRUNK PECAN WITH REFERENCE EZ6682'TAG, 21.49 METERS (70.5 FT) EAST-SOUTHEAST FROM A BIG SCAR PECAN WITH EZ6682'REFERENCE TAG, AND 13.26 METERS (43.5 FT) SOUTH FROM AN 18 INCH PECAN EZ6682'WITH REFERENCE TAG. EZ6682'STATION IS LEVEL WITH HIGHWAY. EZ6682 EZ6682 STATION RECOVERY (2004) EZ6682 EZ6682'RECOVERY NOTE BY GEOCACHING 2004 (PFF) EZ6682'RECOVERED IN GOOD CONDITION. INDUSTRIAL SITE NOW TYCO ELECTRONICS, EZ6682'8000 PURFOY RD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2518 *********************************************************************** EZ2518 DESIGNATION - RAYFORD EZ2518 PID - EZ2518 EZ2518 STATE/COUNTY- NC/WAKE EZ2518 USGS QUAD - RALEIGH EAST (1993) EZ2518 EZ2518 *CURRENT SURVEY CONTROL EZ2518 ___________________________________________________________________ EZ2518* NAD 83(1986)- 35 50 55.55294(N) 078 33 46.40802(W) ADJUSTED EZ2518* NAVD 88 - 88.551 (meters) 290.52 (feet) ADJUSTED EZ2518 ___________________________________________________________________ EZ2518 LAPLACE CORR- -8.06 (seconds) DEFLEC99 EZ2518 GEOID HEIGHT- -33.08 (meters) GEOID03 EZ2518 DYNAMIC HT - 88.475 (meters) 290.27 (feet) COMP EZ2518 MODELED GRAV- 979,769.7 (mgal) NAVD 88 EZ2518 EZ2518 HORZ ORDER - SECOND EZ2518 VERT ORDER - SECOND CLASS II EZ2518 EZ2518.The North Carolina HARNS have been completed but, EZ2518.due to contractual restrictions, coordinates for these stations EZ2518.will NOT be published in the near future. In the interim, the EZ2518.published coordinates in North Carolina will not be EZ2518.consistent with the Continuously Operating Reference Stations EZ2518.(CORS). The HARN coordinates for these stations are available EZ2518.upon request. Contact Gary Thompson(919-733-3836). EZ2518. EZ2518.In addition, the published North Carolina positions EZ2518.(NAD 83 (1986)) are NOT consistent with those determined in EZ2518.adjacent state readjustments. The discontinuity between stations EZ2518.located in North Carolina and those in adjacent states EZ2518.which have been adjusted to the HARN may be as much as 5 EZ2518.decimeters. This will result in a significant loss of accuracy EZ2518.over lines crossing such state borders. EZ2518 EZ2518 EZ2518.The horizontal coordinates were established by classical geodetic methods EZ2518.and adjusted by the National Geodetic Survey in July 1986. EZ2518 EZ2518.The orthometric height was determined by differential leveling EZ2518.and adjusted by the National Geodetic Survey in June 1991. EZ2518 EZ2518.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2518 EZ2518.The geoid height was determined by GEOID03. EZ2518 EZ2518.The dynamic height is computed by dividing the NAVD 88 EZ2518.geopotential number by the normal gravity value computed on the EZ2518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2518.degrees latitude (g = 980.6199 gals.). EZ2518 EZ2518.The modeled gravity was interpolated from observed gravity values. EZ2518 EZ2518; North East Units Scale Factor Converg. EZ2518;SPC NC - 232,907.914 649,084.661 MT 0.99992677 +0 15 08.2 EZ2518;SPC NC - 764,132.05 2,129,538.59 sFT 0.99992677 +0 15 08.2 EZ2518;UTM 17 - 3,969,916.747 720,090.468 MT 1.00019693 +1 25 40.3 EZ2518 EZ2518! - Elev Factor x Scale Factor = Combined Factor EZ2518!SPC NC - 0.99999129 x 0.99992677 = 0.99991806 EZ2518!UTM 17 - 0.99999129 x 1.00019693 = 1.00018822 EZ2518 EZ2518 SUPERSEDED SURVEY CONTROL EZ2518 EZ2518 NAD 27 - 35 50 55.01799(N) 078 33 47.40154(W) AD( ) 2 EZ2518 NGVD 29 (??/??/92) 88.828 (m) 291.43 (f) ADJ UNCH 2 2 EZ2518 EZ2518.Superseded values are not recommended for survey control. EZ2518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2518.See file dsdata.txt to determine how the superseded data were derived. EZ2518 EZ2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2009069917(NAD 83) EZ2518_MARKER: DE = TRAVERSE STATION DISK EZ2518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2518_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2518_STAMPING: RAYFORD 1965 EZ2518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2518+STABILITY: SURFACE MOTION EZ2518 EZ2518 HISTORY - Date Condition Report By EZ2518 HISTORY - 1965 MONUMENTED NCGS EZ2518 HISTORY - 1976 GOOD NCGS EZ2518 HISTORY - 1980 MARK NOT FOUND LOCSUR EZ2518 HISTORY - 19871013 MARK NOT FOUND NCGS EZ2518 HISTORY - 20040627 MARK NOT FOUND USPSQD EZ2518 EZ2518 STATION DESCRIPTION EZ2518 EZ2518'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ2518'RAYFORD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2518'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ2518' EZ2518'RAYFORD IS 6.5 MILES NE OF RALEIGH. LOCATED 1.15 MILES NE EZ2518'ALONG U.S. 401 FROM BRIDGE ON U.S. 1 OVER U.S. 401. 1.0 MILE NE OF EZ2518'NEW HOPE BAPTIST CHURCH 0.7 MILES SW OF SR 2041 AND ON W SIDE EZ2518'OF U.S. 401 ON 15 FT. BANK IN PASTURE. EZ2518' EZ2518'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2518'RAYFORD 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2518'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2518' EZ2518'MARK IS EZ2518' EZ2518'37.8 FT W OF C/L OF U.S. 401 EZ2518' EZ2518'28.0 FT W OF YELLOW ARROW PAINTED ON U.S. 401 EZ2518' EZ2518'22.5 FT SW OF FENCE WITH ALUMINUM REF. TAG EZ2518' EZ2518'10.5 FT NW OF FENCE WITH ALUMINUM REF. TAG EZ2518' EZ2518'161.0 FT S OF PP WITH ALUMINUM REF. TAG EZ2518' EZ2518'7.0 FT W OF FENCE EZ2518' EZ2518'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ2518 EZ2518 STATION RECOVERY (1976) EZ2518 EZ2518'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2518'6.5 MI NE FROM RALEIGH. EZ2518'STATION IS LOCATED 1.1 MILES NORTHEAST ALONG US 401 FROM BRIDGE ON US EZ2518'1 OVER US 401. 0.85 MILE NORTHEAST OF NEW HOPE BAPTIST CHURCH 0.65 EZ2518'MILE SOUTHWEST OF SR 2041 AND ON WEST SIDE OF US 401 ON 10 FOOT ROCKY EZ2518'CUT IN PASTURE. 35.8 FT. NW OF C/L OF US 401, 22.5 FT. WSW OF FENCE EZ2518'WITH ALUMINUM REF. TAG, 160.5 FT. SW OF PP WITH ALUMINUM REF. TAG, 7.0 EZ2518'FT. NW OF FENCE, 21.7 FT. NE OF 4 INCH PINE WITH ALUMINUM REF. TAG, EZ2518'110.5 FT. SE OF 16 INCH CEDAR AND 21.5 FT. SW OF THE PROLONGATION OF EZ2518'CARPORT ROOF LINE OF MIDDLE OF 3 BRICK RESIDENCES. DISK IS SET IN EZ2518'CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND. EZ2518 EZ2518 STATION RECOVERY (1980) EZ2518 EZ2518'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (HW) EZ2518'THE STATION WAS REPORTED DESTROYED BY DEVELOPMENT CONSTRUCTION. EZ2518 EZ2518 STATION RECOVERY (1987) EZ2518 EZ2518'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ2518'STATION HAS BEEN DESTROYED. EZ2518 EZ2518 STATION RECOVERY (2004) EZ2518 EZ2518'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ2518'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0864 *********************************************************************** EZ0864 DESIGNATION - RAYS EZ0864 PID - EZ0864 EZ0864 STATE/COUNTY- NC/WAKE EZ0864 USGS QUAD - WAKE FOREST (1987) EZ0864 EZ0864 *CURRENT SURVEY CONTROL EZ0864 ___________________________________________________________________ EZ0864* NAD 83(1986)- 35 58 54.81884(N) 078 36 46.09846(W) ADJUSTED EZ0864* NAVD 88 - 125.259 (meters) 410.95 (feet) ADJUSTED EZ0864 ___________________________________________________________________ EZ0864 LAPLACE CORR- -6.53 (seconds) DEFLEC99 EZ0864 GEOID HEIGHT- -32.49 (meters) GEOID03 EZ0864 DYNAMIC HT - 125.154 (meters) 410.61 (feet) COMP EZ0864 MODELED GRAV- 979,790.2 (mgal) NAVD 88 EZ0864 EZ0864 HORZ ORDER - SECOND EZ0864 VERT ORDER - SECOND CLASS 0 EZ0864 EZ0864.The North Carolina HARNS have been completed but, EZ0864.due to contractual restrictions, coordinates for these stations EZ0864.will NOT be published in the near future. In the interim, the EZ0864.published coordinates in North Carolina will not be EZ0864.consistent with the Continuously Operating Reference Stations EZ0864.(CORS). The HARN coordinates for these stations are available EZ0864.upon request. Contact Gary Thompson(919-733-3836). EZ0864. EZ0864.In addition, the published North Carolina positions EZ0864.(NAD 83 (1986)) are NOT consistent with those determined in EZ0864.adjacent state readjustments. The discontinuity between stations EZ0864.located in North Carolina and those in adjacent states EZ0864.which have been adjusted to the HARN may be as much as 5 EZ0864.decimeters. This will result in a significant loss of accuracy EZ0864.over lines crossing such state borders. EZ0864 EZ0864 EZ0864.The horizontal coordinates were established by classical geodetic methods EZ0864.and adjusted by the National Geodetic Survey in March 1998. EZ0864 EZ0864.The orthometric height was determined by differential leveling EZ0864.and adjusted by the National Geodetic Survey in June 1991. EZ0864 EZ0864.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0864 EZ0864.The geoid height was determined by GEOID03. EZ0864 EZ0864.The dynamic height is computed by dividing the NAVD 88 EZ0864.geopotential number by the normal gravity value computed on the EZ0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0864.degrees latitude (g = 980.6199 gals.). EZ0864 EZ0864.The modeled gravity was interpolated from observed gravity values. EZ0864 EZ0864; North East Units Scale Factor Converg. EZ0864;SPC NC - 247,659.891 644,518.410 MT 0.99995367 +0 13 24.5 EZ0864;SPC NC - 812,530.83 2,114,557.48 sFT 0.99995367 +0 13 24.5 EZ0864;UTM 17 - 3,984,575.341 715,220.815 MT 1.00017078 +1 24 11.1 EZ0864 EZ0864! - Elev Factor x Scale Factor = Combined Factor EZ0864!SPC NC - 0.99998544 x 0.99995367 = 0.99993911 EZ0864!UTM 17 - 0.99998544 x 1.00017078 = 1.00015622 EZ0864 EZ0864|---------------------------------------------------------------------| EZ0864| PID Reference Object Distance Geod. Az | EZ0864| dddmmss.s | EZ0864| EZ0865 RIDGE 339.428 METERS 25147 | EZ0864|---------------------------------------------------------------------| EZ0864 EZ0864 SUPERSEDED SURVEY CONTROL EZ0864 EZ0864 NAD 83(1986)- 35 58 54.81923(N) 078 36 46.10200(W) AD( ) 2 EZ0864 NAD 27 - 35 58 54.28021(N) 078 36 47.09547(W) AD( ) 2 EZ0864 NGVD 29 (??/??/92) 125.532 (m) 411.85 (f) ADJ UNCH 2 0 EZ0864 EZ0864.Superseded values are not recommended for survey control. EZ0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0864.See file dsdata.txt to determine how the superseded data were derived. EZ0864 EZ0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1522184575(NAD 83) EZ0864_MARKER: DE = TRAVERSE STATION DISK EZ0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0864_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EZ0864_STAMPING: RAYS 1969 EZ0864_MARK LOGO: NCGS EZ0864_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0864+STABILITY: SURFACE MOTION EZ0864 EZ0864 HISTORY - Date Condition Report By EZ0864 HISTORY - 1969 MONUMENTED NCGS EZ0864 HISTORY - 1972 GOOD NCGS EZ0864 HISTORY - 19850101 GOOD NCGS EZ0864 EZ0864 STATION DESCRIPTION EZ0864 EZ0864'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ0864'RAYS IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ0864'ESTABLISHED IN THE VICINITY OF WAKE FOREST, NORTH CAROLINA. EZ0864' EZ0864'RAYS IS LOCATED APPROXIMATELY 5.8 MILES WEST OF WAKE FOREST. TO EZ0864'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 1 EZ0864'AND NC 98, GO WEST ON NC 98 FOR 4.8 MILES TO INTERSECTION OF NC 98 EZ0864'AND SR 1917, CONTINUE WEST ON NC 98 FOR 0.05 MILE TO DRIVEWAY ON EZ0864'RIGHT LEADING TO RESIDENCE OF THE RAY FAMILY, AND NORTH OF NC 98. EZ0864' EZ0864'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, EZ0864'STAMPED RAYS 1969, SET IN THE TOP OF A CONCRETE CYLINDER, EZ0864'THE TOP OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ0864' EZ0864'MARK IS EZ0864' EZ0864'151.8 FT NNW OF C/L OF NC 98 EZ0864' EZ0864'120.8 FT NNW OF PP 12, WITH ALUMINUM REF. TAG EZ0864' EZ0864'40.9 FT SSE OF TP, WITH ALUMINUM REF. TAG EZ0864' EZ0864'10.1 FT E OF C/L OF DRIVEWAY EZ0864' EZ0864'52.7 FT ENE OF SE CORNER OF BRICK HOUSE EZ0864' EZ0864'74.1 FT SE OF SE CORNER OF WATER PUMP HOUSE EZ0864 EZ0864 STATION RECOVERY (1972) EZ0864 EZ0864'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0864'5.8 MI W FROM WAKE FOREST. EZ0864'FROM INTERSECTION OF U.S. 1 AND NC 98 FOR 4.8 MILES TO EZ0864'INTERSECTION OF NC 98 AND SR 1917, CONTINUE W ON NC 98 FOR 0.05 EZ0864'MILE TO DRIVEWAY ON RIGHT LEADING TO RESIDENCE OF THE RAY FAMILY, EZ0864'AND N OF NC 98, 151.8 FT NNW OF C/L OF NC 98, 120.8 FT NNW OF EZ0864'PP 12 WITH ALUM. REF. TAG, 40.9 FT SSE OF TP WITH ALUM. REF. TAG EZ0864'AND 10.1 FT E OF C/L OF DRIVEWAY. STATION IS 1 INCH BELOW THE EZ0864'GROUND. EZ0864 EZ0864 STATION RECOVERY (1985) EZ0864 EZ0864'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0864'STATION IS LOCATED ABOUT 9.3 KM (5.75 MI) WEST OF WAKE FOREST, AND 4.8 EZ0864'KM (3.00 MI) NORTH-NORTHEAST OF BAYLEAF. ALONG NC 98 FOR 1.85 KM (1.15 EZ0864'MI) EAST OF THE NEUSE RIVER BRIDGE, OR ABOUT 300 FEET (91.4 M) WEST OF EZ0864'SR 1917 (STONY HILL ROAD), AND ABOUT 1000 FEET (304.8 M) EAST OF RIDGE EZ0864'CREST CHURCH, IN YARD BETWEEN 2 BRICK HOUSES. LOCATED 46.3 M (151.9 EZ0864'FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 3.2 M (10.5 FT) EAST OF EZ0864'THE CENTERLINE OF A DRIVE, 16.1 M (52.8 FT) EAST OF THE SOUTHEAST EZ0864'CORNER OF A BRICK RESIDENCE, 23.0 M (75.5 FT) WEST-NORTHWEST OF THE EZ0864'SOUTHWEST CORNER OF THE OTHER BRICK RESIDENCE, 22.6 M (74.1 FT) EZ0864'SOUTHEAST OF THE SOUTHEAST CORNER OF A WATER PUMP HOUSE, AND 13.0 M EZ0864'(42.7 FT) SOUTH OF A SERVICE POLE WITH REFERENCE TAG. MARK IS ABOUT EZ0864'LEVEL WITH THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7367 *********************************************************************** AE7367 DESIGNATION - RAYSTRIC AZ MK AE7367 PID - AE7367 AE7367 STATE/COUNTY- NC/WAKE AE7367 USGS QUAD - BAYLEAF (1987) AE7367 AE7367 *CURRENT SURVEY CONTROL AE7367 ___________________________________________________________________ AE7367* NAD 83(1986)- 35 54 37.66935(N) 078 42 13.31230(W) ADJUSTED AE7367* NAVD 88 - 145.385 (meters) 476.98 (feet) ADJUSTED AE7367 ___________________________________________________________________ AE7367 LAPLACE CORR- -7.41 (seconds) DEFLEC99 AE7367 GEOID HEIGHT- -32.30 (meters) GEOID03 AE7367 DYNAMIC HT - 145.262 (meters) 476.58 (feet) COMP AE7367 MODELED GRAV- 979,781.0 (mgal) NAVD 88 AE7367 AE7367 HORZ ORDER - SECOND AE7367 VERT ORDER - SECOND CLASS II AE7367 AE7367.The North Carolina HARNS have been completed but, AE7367.due to contractual restrictions, coordinates for these stations AE7367.will NOT be published in the near future. In the interim, the AE7367.published coordinates in North Carolina will not be AE7367.consistent with the Continuously Operating Reference Stations AE7367.(CORS). The HARN coordinates for these stations are available AE7367.upon request. Contact Gary Thompson(919-733-3836). AE7367. AE7367.In addition, the published North Carolina positions AE7367.(NAD 83 (1986)) are NOT consistent with those determined in AE7367.adjacent state readjustments. The discontinuity between stations AE7367.located in North Carolina and those in adjacent states AE7367.which have been adjusted to the HARN may be as much as 5 AE7367.decimeters. This will result in a significant loss of accuracy AE7367.over lines crossing such state borders. AE7367 AE7367 AE7367.The horizontal coordinates were established by classical geodetic methods AE7367.and adjusted by the National Geodetic Survey in March 1998. AE7367 AE7367.The orthometric height was determined by differential leveling AE7367.and adjusted by the National Geodetic Survey in September 1998. AE7367 AE7367.The Laplace correction was computed from DEFLEC99 derived deflections. AE7367 AE7367.The geoid height was determined by GEOID03. AE7367 AE7367.The dynamic height is computed by dividing the NAVD 88 AE7367.geopotential number by the normal gravity value computed on the AE7367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7367.degrees latitude (g = 980.6199 gals.). AE7367 AE7367.The modeled gravity was interpolated from observed gravity values. AE7367 AE7367; North East Units Scale Factor Converg. AE7367;SPC NC - 239,706.361 636,345.397 MT 0.99993856 +0 10 15.7 AE7367;SPC NC - 786,436.62 2,087,743.19 sFT 0.99993856 +0 10 15.7 AE7367;UTM 17 - 3,976,453.820 707,211.401 MT 1.00012910 +1 20 50.3 AE7367 AE7367! - Elev Factor x Scale Factor = Combined Factor AE7367!SPC NC - 0.99998225 x 0.99993856 = 0.99992081 AE7367!UTM 17 - 0.99998225 x 1.00012910 = 1.00011135 AE7367 AE7367 SUPERSEDED SURVEY CONTROL AE7367 AE7367 NGVD 29 (03/10/98) 145.66 (m) 477.9 (f) LEVELING 3 AE7367 AE7367.Superseded values are not recommended for survey control. AE7367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7367.See file dsdata.txt to determine how the superseded data were derived. AE7367 AE7367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0721176454(NAD 83) AE7367_MARKER: DZ = AZIMUTH MARK DISK AE7367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7367_STAMPING: RAYSTRIC 1986 AE7367_MARK LOGO: NCGS AE7367_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7367+STABILITY: SURFACE MOTION AE7367_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AE7367+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005 AE7367 AE7367 HISTORY - Date Condition Report By AE7367 HISTORY - 1986 MONUMENTED NCGS AE7367 HISTORY - 19870101 GOOD NCGS AE7367 HISTORY - 20050101 GOOD GEOCAC AE7367 HISTORY - 20050810 GOOD USPSQD AE7367 AE7367 STATION DESCRIPTION AE7367 AE7367'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7367'STATION IS LOCATED ABOUT 15.1 KM (9.40 MI) NORTH-NORTHWEST OF CAPITOL AE7367'SQUARE (IN RALEIGH), AND 1.9 KM (1.20 MI) EAST OF LEESVILLE COMMUNITY. AE7367'PROCEED ALONG SR 1829 (STRICKLAND ROAD) FOR 2.2 KM (1.35 MI) WEST FROM AE7367'THE NC 50 CROSSROADS, TO SR 1826 (RAY ROAD), THENCE 0.4 KM (0.25 MI) AE7367'NORTH ALONG SR 1826, TO THE AZIMUTH MARK. MARK IS RECESSED 2 INCHES AE7367'BELOW GROUND AND LEVEL WITH ROAD. LOCATED 8.4 M (27.6 FT) EAST OF THE AE7367'CENTERLINE OF THE ROAD, 1.5 M (4.9 FT) NORTHEAST OF THE SOUTH END OF A AE7367'CULVERT UNDER A WOODS ROAD--AND 1.3 M (4.3 FT) SOUTHWEST OF THE SOUTH AE7367'GATE POST OF A WOVEN WIRE FENCE, 5.2 M (17.1 FT) SOUTH OF THE NORTH AE7367'GATE POST OF A WVOEN WIRE FENCE--BOTH WITH REFERENCE TAGS. AE7367 AE7367 STATION RECOVERY (1987) AE7367 AE7367'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7367'RECOVERED AS DESCRIBED. AE7367 AE7367 STATION RECOVERY (2005) AE7367 AE7367'RECOVERY NOTE BY GEOCACHING 2005 (PFF) AE7367'RECOVERED AS DESCRIBED, ACROSS STREET FROM DRIVEWAY TO 9209 RAY ROAD. AE7367 AE7367 STATION RECOVERY (2005) AE7367 AE7367'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) AE7367'N 35 54.629 AE7367'W 078 42.223 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5445 *********************************************************************** EZ5445 DESIGNATION - RDU CL END RWY 05R EZ5445 PID - EZ5445 EZ5445 STATE/COUNTY- NC/WAKE EZ5445 USGS QUAD - CARY (1993) EZ5445 EZ5445 *CURRENT SURVEY CONTROL EZ5445 ___________________________________________________________________ EZ5445* NAD 83(1986)- 35 51 52.67318(N) 078 47 50.42600(W) ADJUSTED EZ5445* NAVD 88 - 120.87 (+/-2cm) 396.6 (feet) VERTCON EZ5445 ___________________________________________________________________ EZ5445 LAPLACE CORR- -5.91 (seconds) DEFLEC99 EZ5445 GEOID HEIGHT- -32.05 (meters) GEOID03 EZ5445 EZ5445 HORZ ORDER - SECOND EZ5445 VERT ORDER - THIRD ? (See Below) EZ5445 EZ5445.This mark is at Durham Intl-Raleigh Airport (RDU) EZ5445 EZ5445.The North Carolina HARNS have been completed but, EZ5445.due to contractual restrictions, coordinates for these stations EZ5445.will NOT be published in the near future. In the interim, the EZ5445.published coordinates in North Carolina will not be EZ5445.consistent with the Continuously Operating Reference Stations EZ5445.(CORS). The HARN coordinates for these stations are available EZ5445.upon request. Contact Gary Thompson(919-733-3836). EZ5445. EZ5445.In addition, the published North Carolina positions EZ5445.(NAD 83 (1986)) are NOT consistent with those determined in EZ5445.adjacent state readjustments. The discontinuity between stations EZ5445.located in North Carolina and those in adjacent states EZ5445.which have been adjusted to the HARN may be as much as 5 EZ5445.decimeters. This will result in a significant loss of accuracy EZ5445.over lines crossing such state borders. EZ5445 EZ5445 EZ5445.The horizontal coordinates were established by classical geodetic methods EZ5445.and adjusted by the National Geodetic Survey in July 1986. EZ5445 EZ5445.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5445.The vertical order pertains to the NGVD 29 superseded value. EZ5445 EZ5445.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5445 EZ5445.The geoid height was determined by GEOID03. EZ5445 EZ5445; North East Units Scale Factor Converg. EZ5445;SPC NC - 234,600.058 627,903.620 MT 0.99992969 +0 07 01.1 EZ5445;SPC NC - 769,683.69 2,060,047.13 sFT 0.99992969 +0 07 01.1 EZ5445;UTM 17 - 3,971,174.549 698,874.669 MT 1.00008738 +1 17 27.2 EZ5445 EZ5445! - Elev Factor x Scale Factor = Combined Factor EZ5445!SPC NC - 0.99998606 x 0.99992969 = 0.99991575 EZ5445!UTM 17 - 0.99998606 x 1.00008738 = 1.00007344 EZ5445 EZ5445 SUPERSEDED SURVEY CONTROL EZ5445 EZ5445 NAD 27 - 35 51 52.14735(N) 078 47 51.40564(W) AD( ) 2 EZ5445 NGVD 29 (07/19/86) 121.12 (m) 397.4 (f) LEVELING 3 EZ5445 EZ5445.Superseded values are not recommended for survey control. EZ5445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5445.See file dsdata.txt to determine how the superseded data were derived. EZ5445 EZ5445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9887571175(NAD 83) EZ5445_MARKER: N = NAIL EZ5445_SETTING: 0 = UNSPECIFIED SETTING EZ5445_MARK LOGO: CGS EZ5445_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ5445 EZ5445 HISTORY - Date Condition Report By EZ5445 HISTORY - 1973 MONUMENTED NGS EZ5445 EZ5445 STATION DESCRIPTION EZ5445 EZ5445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LWA) EZ5445'USC AND GS IS A COPPER NAIL AND WASHER DRIVEN IN THE C/L AT THE EZ5445'SOUTHERN END OF THE NE-SW RUNWAY OF AIRPORT. WASHER IS EZ5445'STAMPED---USC AND GS BM---. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6701 *********************************************************************** EZ6701 HT_MOD - This is a Height Modernization Survey Station. EZ6701 PACS - This is a Primary Airport Control Station. EZ6701 DESIGNATION - RDU E EZ6701 PID - EZ6701 EZ6701 STATE/COUNTY- NC/WAKE EZ6701 USGS QUAD - CARY (1993) EZ6701 EZ6701 *CURRENT SURVEY CONTROL EZ6701 ___________________________________________________________________ EZ6701* NAD 83(2001)- 35 52 24.10366(N) 078 48 06.42999(W) ADJUSTED EZ6701* NAVD 88 - 111.17 (meters) 364.7 (feet) GPS OBS EZ6701 ___________________________________________________________________ EZ6701 X - 1,004,870.439 (meters) COMP EZ6701 Y - -5,075,797.009 (meters) COMP EZ6701 Z - 3,716,861.078 (meters) COMP EZ6701 LAPLACE CORR- -5.95 (seconds) DEFLEC99 EZ6701 ELLIP HEIGHT- 79.17 (meters) (01/30/03) GPS OBS EZ6701 GEOID HEIGHT- -32.01 (meters) GEOID03 EZ6701 EZ6701 HORZ ORDER - B EZ6701 ELLP ORDER - FIRST CLASS I EZ6701 EZ6701.This mark is at Durham Intl-Raleigh Airport (RDU) EZ6701 EZ6701.The North Carolina HARNS have been completed but, EZ6701.due to contractual restrictions, coordinates for these stations EZ6701.will NOT be published in the near future. In the interim, the EZ6701.published coordinates in North Carolina will not be EZ6701.consistent with the Continuously Operating Reference Stations EZ6701.(CORS). The HARN coordinates for these stations are available EZ6701.upon request. Contact Gary Thompson(919-733-3836). EZ6701. EZ6701.In addition, the published North Carolina positions EZ6701.(NAD 83 (1986)) are NOT consistent with those determined in EZ6701.adjacent state readjustments. The discontinuity between stations EZ6701.located in North Carolina and those in adjacent states EZ6701.which have been adjusted to the HARN may be as much as 5 EZ6701.decimeters. This will result in a significant loss of accuracy EZ6701.over lines crossing such state borders. EZ6701 EZ6701 EZ6701.The horizontal coordinates were established by GPS observations EZ6701.and adjusted by the National Geodetic Survey in January 2003. EZ6701 EZ6701.The orthometric height was determined by GPS observations and a EZ6701.high-resolution geoid model. EZ6701 EZ6701.GPS derived orthometric heights for airport stations designated as EZ6701.PACS or SACS are published to 2 decimal places. This maintains EZ6701.centimeter relative accuracy between the PACS and SACS. It does EZ6701.not indicate centimeter accuracy relative to other marks which are EZ6701.part of the NAVD 88 network. EZ6701 EZ6701.Photographs are available for this station. EZ6701 EZ6701.The X, Y, and Z were computed from the position and the ellipsoidal ht. EZ6701 EZ6701.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6701 EZ6701.The ellipsoidal height was determined by GPS observations EZ6701.and is referenced to NAD 83. EZ6701 EZ6701.The geoid height was determined by GEOID03. EZ6701 EZ6701; North East Units Scale Factor Converg. EZ6701;SPC NC - 235,567.905 627,500.204 MT 0.99993133 +0 06 51.9 EZ6701;SPC NC - 772,859.03 2,058,723.59 sFT 0.99993133 +0 06 51.9 EZ6701;UTM 17 - 3,972,134.077 698,451.440 MT 1.00008531 +1 17 18.8 EZ6701 EZ6701! - Elev Factor x Scale Factor = Combined Factor EZ6701!SPC NC - 0.99998757 x 0.99993133 = 0.99991891 EZ6701!UTM 17 - 0.99998757 x 1.00008531 = 1.00007288 EZ6701 EZ6701 SUPERSEDED SURVEY CONTROL EZ6701 EZ6701 NAD 83(1995)- 35 52 24.10391(N) 078 48 06.43013(W) AD( ) B EZ6701 NAD 83(1986)- 35 52 24.10680(N) 078 48 06.44028(W) AD( ) 2 EZ6701 NGVD 29 (09/13/93) 111. (m) 364. (f) GPS OBS EZ6701 EZ6701.Superseded values are not recommended for survey control. EZ6701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6701.See file dsdata.txt to determine how the superseded data were derived. EZ6701 EZ6701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9845172134(NAD 83) EZ6701_MARKER: DD = SURVEY DISK EZ6701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6701_SP_SET: CONCRETE POST EZ6701_STAMPING: RDU E 1990 EZ6701_MARK LOGO: NOS EZ6701_MAGNETIC: N = NO MAGNETIC MATERIAL EZ6701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6701+STABILITY: SURFACE MOTION EZ6701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6701+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005 EZ6701 EZ6701 HISTORY - Date Condition Report By EZ6701 HISTORY - 1990 MONUMENTED NOS EZ6701 HISTORY - 19920615 GOOD NGS EZ6701 HISTORY - 19920818 GOOD EZ6701 HISTORY - 20000227 GOOD NCGS EZ6701 HISTORY - 20000301 GOOD NGS EZ6701 HISTORY - 20010414 GOOD NGS EZ6701 HISTORY - 20020604 GOOD NGS EZ6701 HISTORY - 20050407 GOOD NCGS EZ6701 EZ6701 STATION DESCRIPTION EZ6701 EZ6701'DESCRIBED BY NATIONAL OCEAN SERVICE 1990 EZ6701'THE STATION IS LOCATED BETWEEN RALEIGH AND DURHAM, N.C. AT THE EZ6701'RALEIGH-DURHAM INTL AIRPORT ON THE SOUTHWEST PART OF THE AIRFIELD EZ6701'NEAR THE APPROACH END OF RUNWAY 5L JUST SOUTHEAST OF THE EAST EDGE OF EZ6701'A LOCALIZER SERVICE ROAD. EZ6701'TO REACH THE STATION CONTACT THE AIRPORT OPERATIONS MANGER IN TERMINAL EZ6701'A OF THE AIRPORT. THE AIRFIELD CONSISTS OF CONTROLLED MOVEMENT EZ6701'AREAS AND PERMISSION TO ACCESS THE FIELD MUST BE OBTAINED. POINT OF EZ6701'CONTACT MR. ROBIN WHITCHER, OPERATIONS MANGER, RALEIGH-DURHAM AIRPORT EZ6701'AUTHORITY, P.O. BOX 80001, RDU AIRPORT, N.C. 27623-0001, PHONE EZ6701'919-840-2111. EZ6701'THE STATION MARK IS A BRONZE NOS DISK STAMPED---RDU E 1990--- SET IN A EZ6701'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS, 231.2 EZ6701'FT (70.5 M) SOUTHEAST OF THE SOUTH CORNER OF THE BLAST PAD FOR RUNWAY EZ6701'5L, 102.0 FT (31.1 M) SOUTHWEST OF THE EDGE OF THE TAXIWAY, 69.4 FT EZ6701'(21.2 M) SOUTHOF THE SOUTHWEST CORNER OF A RUNWAY HOLD SIGN, 57.1 FT EZ6701'(17.4 M) SOUTHWEST OF AN ILS CRITICAL AREA SIGN, 44.6 FT (13.6 M) EZ6701'SOUTHWEST OF A POINT ON LINE WITH THE BACK EDGE OF THE BLAST PAD EZ6701'PERPENDICULAR TO THE STATION, AND 6.0 FT (1.8 M) SOUTHEAST OF THE EZ6701'EAST EDGE OF THE LOCALIZER SERVICE ROAD. EZ6701 EZ6701 STATION RECOVERY (1992) EZ6701 EZ6701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 EZ6701'9THE STATION IS LOCATED SE OF THE END OF RWY 5L ALONG THE EAST SIDE OF EZ6701'THE LOCALIZER SERVICE ROAD. THE STATION IS 231.2 FT (70.5 M) SE OF EZ6701'THE S CORNER OF THE BLAST PAD FOR 5L, 69.4 FT (21.2 M) S OF THE SW EZ6701'CORNER OF A RWY HOLD SIGN, 102 FT (31.1 M) SW OF THE EDGE OF THE EZ6701'TAXIWAY, 57.1 FT (17.4 M) SW OF A ILS CRITICAL AREA SIGN, AND 6.0 FT EZ6701'(1.8 M) SE OF THE EAST EDGE OF THE LOCALIZER SERVICE ROAD. THE EZ6701'STATION IS A STANDARD NOS DISK SET IN THE TOP OF A CONCRETE POST FLUSH EZ6701'WITH THE GROUND STAMPED RDU E 1990. EZ6701 EZ6701 STATION RECOVERY (1992) EZ6701 EZ6701'RECOVERED 1992 EZ6701'RECOVERED IN GOOD CONDITION. EZ6701 EZ6701 STATION RECOVERY (2000) EZ6701 EZ6701'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2000 EZ6701'RECOVERED AS DESCRIBED. EZ6701 EZ6701 STATION RECOVERY (2000) EZ6701 EZ6701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (ED) EZ6701'RECOVERED AS DESCRIBED. THIS STATION HAS BEEN SELECTEDE AS THE EZ6701'PRIMARY AIRPORT CONTROL STATION (PACS) . EZ6701 EZ6701 STATION RECOVERY (2001) EZ6701 EZ6701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DRM) EZ6701'RECOVERED AS DESCRIBED. EZ6701' EZ6701' EZ6701 EZ6701 STATION RECOVERY (2002) EZ6701 EZ6701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (RWA) EZ6701'RECOVERED IN GOOD CONDITION. NOTE--HERE ARE A FEW CHANGES THAT WERE EZ6701'MADE, 86.0 FT (26.2 M) NORTHEAST OF EAST POST OF STOP SIGN ON ACCESS EZ6701'ROAD, 6.5 FT (2.0 M) EAST OF ACCESS ROAD PAVEMENT, 69.3 FT (21.1 M) OF EZ6701'THE SOUTHEAST CORNER OF RUNWAY 5L SIGN, AND 101.8 FT (31.0 M) SOUTH OF EZ6701'THE SOUTHEAST CORNER OF FAA ACCESS ROAD. EZ6701 EZ6701 STATION RECOVERY (2005) EZ6701 EZ6701'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2005 (WMK) EZ6701'RECOVERED AS DESCRIBED. EXCELLENT GPS WITHIN RESTRICTED ACCESS 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6702 *********************************************************************** EZ6702 SACS - This is a Secondary Airport Control Station. EZ6702 DESIGNATION - RDU F EZ6702 PID - EZ6702 EZ6702 STATE/COUNTY- NC/WAKE EZ6702 USGS QUAD - SOUTHEAST DURHAM (1993) EZ6702 EZ6702 *CURRENT SURVEY CONTROL EZ6702 ___________________________________________________________________ EZ6702* NAD 83(2001)- 35 53 51.43083(N) 078 46 22.20335(W) ADJUSTED EZ6702* NAVD 88 - 124.85 (meters) 409.6 (feet) LEVELING EZ6702 ___________________________________________________________________ EZ6702 X - 1,007,130.111 (meters) COMP EZ6702 Y - -5,073,751.928 (meters) COMP EZ6702 Z - 3,719,049.775 (meters) COMP EZ6702 LAPLACE CORR- -6.02 (seconds) DEFLEC99 EZ6702 ELLIP HEIGHT- 92.83 (meters) (07/14/03) GPS OBS EZ6702 GEOID HEIGHT- -32.05 (meters) GEOID03 EZ6702 EZ6702 HORZ ORDER - FIRST EZ6702 VERT ORDER - THIRD ? EZ6702 ELLP ORDER - THIRD CLASS II EZ6702 EZ6702.This mark is at Durham Intl-Raleigh Airport (RDU) EZ6702 EZ6702.The North Carolina HARNS have been completed but, EZ6702.due to contractual restrictions, coordinates for these stations EZ6702.will NOT be published in the near future. In the interim, the EZ6702.published coordinates in North Carolina will not be EZ6702.consistent with the Continuously Operating Reference Stations EZ6702.(CORS). The HARN coordinates for these stations are available EZ6702.upon request. Contact Gary Thompson(919-733-3836). EZ6702. EZ6702.In addition, the published North Carolina positions EZ6702.(NAD 83 (1986)) are NOT consistent with those determined in EZ6702.adjacent state readjustments. The discontinuity between stations EZ6702.located in North Carolina and those in adjacent states EZ6702.which have been adjusted to the HARN may be as much as 5 EZ6702.decimeters. This will result in a significant loss of accuracy EZ6702.over lines crossing such state borders. EZ6702 EZ6702 EZ6702.The horizontal coordinates were established by GPS observations EZ6702.and adjusted by the National Geodetic Survey in July 2003. EZ6702 EZ6702.The orthometric height was determined by differential leveling. EZ6702.The vertical network tie was performed by a horz. field party for horz. EZ6702.obs reductions. Reset procedures were used to establish the elevation. EZ6702 EZ6702.Photographs are available for this station. EZ6702 EZ6702.The X, Y, and Z were computed from the position and the ellipsoidal ht. EZ6702 EZ6702.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6702 EZ6702.The ellipsoidal height was determined by GPS observations EZ6702.and is referenced to NAD 83. EZ6702 EZ6702.The geoid height was determined by GEOID03. EZ6702 EZ6702; North East Units Scale Factor Converg. EZ6702;SPC NC - 238,264.863 630,108.431 MT 0.99993601 +0 07 52.0 EZ6702;SPC NC - 781,707.30 2,067,280.74 sFT 0.99993601 +0 07 52.0 EZ6702;UTM 17 - 3,974,884.372 701,004.234 MT 1.00009787 +1 18 22.7 EZ6702 EZ6702! - Elev Factor x Scale Factor = Combined Factor EZ6702!SPC NC - 0.99998543 x 0.99993601 = 0.99992144 EZ6702!UTM 17 - 0.99998543 x 1.00009787 = 1.00008330 EZ6702 EZ6702: Primary Azimuth Mark Grid Az EZ6702:SPC NC - FRANK 148 02 34.2 EZ6702:UTM 17 - FRANK 146 52 03.5 EZ6702 EZ6702|---------------------------------------------------------------------| EZ6702| PID Reference Object Distance Geod. Az | EZ6702| dddmmss.s | EZ6702| DH6053 FRANK 449.758 METERS 1481026.2 | EZ6702|---------------------------------------------------------------------| EZ6702 EZ6702 SUPERSEDED SURVEY CONTROL EZ6702 EZ6702 NAD 83(1986)- 35 53 51.43559(N) 078 46 22.21257(W) AD( ) 1 EZ6702 NAD 83(1995)- 35 53 51.43112(N) 078 46 22.20358(W) AD( ) 1 EZ6702 ELLIP H (07/12/00) 92.82 (m) GP( ) 3 2 EZ6702 NAD 83(1986)- 35 53 51.43439(N) 078 46 22.21354(W) AD( ) 2 EZ6702 NGVD 29 (09/13/93) 125. (m) 410. (f) GPS OBS EZ6702 EZ6702.Superseded values are not recommended for survey control. EZ6702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6702.See file dsdata.txt to determine how the superseded data were derived. EZ6702 EZ6702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0100474884(NAD 83) EZ6702_MARKER: I = METAL ROD EZ6702_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL EZ6702+WITH SETTING: INFORMATION. EZ6702_SP_SET: METAL ROD DRIVEN INTO GROUND EZ6702_STAMPING: RDU F 1992 EZ6702_MARK LOGO: NOS EZ6702_PROJECTION: FLUSH EZ6702_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6702+STABILITY: SURFACE MOTION EZ6702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6702+SATELLITE: SATELLITE OBSERVATIONS - May 27, 2004 EZ6702_ROD/PIPE-DEPTH: 1.07 meters EZ6702 EZ6702 HISTORY - Date Condition Report By EZ6702 HISTORY - 1992 MONUMENTED NOS EZ6702 HISTORY - 20000301 GOOD NGS EZ6702 HISTORY - 20010414 GOOD NGS EZ6702 HISTORY - 20040527 GOOD NCGS EZ6702 EZ6702 STATION DESCRIPTION EZ6702 EZ6702'DESCRIBED BY NATIONAL OCEAN SERVICE 1992 EZ6702'THE STATION IS LOCATED BETWEEN RALIEGH AND DURHAM, N.C. AT THE EZ6702'RALIEGH-DURHAM INTL. AIRPORT, ON THE NORTH SIDE OF THE AIRFIELD NEAR EZ6702'THE NORTHEAST CORNER OF THE AIRFIELD ABOUT 700 M (2296.6 FT) EZ6702'NORTHEAST OF THE RUNWAY END 23R ON A GRASSY CUT BANK BETWEEN AVIATION EZ6702'PARKWAY AND THE NORTH AIRFIELD FENCE JUST EAST OF A PAVED ACCECC ROAD EZ6702'TO GATE 34. EZ6702'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 70 AND AVIATION EZ6702'PARKWAY, BETWEEN RALIEGH AND DURHAM, GO SOUTHWEST ON AVIATION PARKWAY EZ6702'FOR 0.45 MI (0.72 KM) TO TO THE INTERSECTION OF MOUNT HERMAN ROAD, EZ6702'CONTINUE WEST ON AVIATION PKWY FOR 0.05 MI (0.08 KM) TO A PAVED EZ6702'ACCESS ROAD TO GATE 34, TURN LEFT AND GO SOUTH 50 FT (15.2 M) TO THE EZ6702'STATION ON THE LEFT ATOP A CUT BANK. EZ6702'THE STATION IS IS AN NOS ALUMINUM DISK STAMPED---RDU F 1992--- EQUIPED EZ6702'WITH A BAR MAGNET CRIMPED TO A 1.07 M (3.51 FT) ALUMINUM ROD DRIVEN EZ6702'INTO THE GROUND AND SURROUNDED BY CONCRETE WHICH IS FLUSH WITH THE EZ6702'GROUND. IT IS ABOUT 80.0 M (262.5 FT) WEST OF THE INTERSECTION OF EZ6702'AVIATION PKWY AND MT. HERMAN ROAD, 21.3 M (69.9 FT) SOUTH OF THE EZ6702'CENTERLINE OF AVIATION PKWY, 9.7 M (31.8 FT) EAST OF A PAVED ACCESS EZ6702'ROAD TOGATE 34, AND 8.2 M (26.9 FT) NORTH OF THE AIRFIELD ANCHOR EZ6702'FENCE. EZ6702 EZ6702 STATION RECOVERY (2000) EZ6702 EZ6702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (ED) EZ6702'RECOVERED AS DESCRIBED. THIS STATION HAS BEEN SELECTED AS A SECONDARY EZ6702'AIRPORT CONTROL STATION (SACS) . EZ6702 EZ6702 STATION RECOVERY (2001) EZ6702 EZ6702'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DRM) EZ6702'RECOVERED AS DESCRIBED EZ6702' EZ6702 EZ6702 STATION RECOVERY (2004) EZ6702 EZ6702'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WMK) EZ6702'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1059 *********************************************************************** EZ1059 DESIGNATION - READ EZ1059 PID - EZ1059 EZ1059 STATE/COUNTY- NC/WAKE EZ1059 USGS QUAD - APEX (1993) EZ1059 EZ1059 *CURRENT SURVEY CONTROL EZ1059 ___________________________________________________________________ EZ1059* NAD 83(1986)- 35 41 03.29842(N) 078 50 01.42434(W) ADJUSTED EZ1059* NAVD 88 - 121.405 (meters) 398.31 (feet) ADJUSTED EZ1059 ___________________________________________________________________ EZ1059 LAPLACE CORR- -5.03 (seconds) DEFLEC99 EZ1059 GEOID HEIGHT- -32.38 (meters) GEOID03 EZ1059 DYNAMIC HT - 121.299 (meters) 397.96 (feet) COMP EZ1059 MODELED GRAV- 979,758.2 (mgal) NAVD 88 EZ1059 EZ1059 HORZ ORDER - SECOND EZ1059 VERT ORDER - SECOND CLASS 0 EZ1059 EZ1059.The North Carolina HARNS have been completed but, EZ1059.due to contractual restrictions, coordinates for these stations EZ1059.will NOT be published in the near future. In the interim, the EZ1059.published coordinates in North Carolina will not be EZ1059.consistent with the Continuously Operating Reference Stations EZ1059.(CORS). The HARN coordinates for these stations are available EZ1059.upon request. Contact Gary Thompson(919-733-3836). EZ1059. EZ1059.In addition, the published North Carolina positions EZ1059.(NAD 83 (1986)) are NOT consistent with those determined in EZ1059.adjacent state readjustments. The discontinuity between stations EZ1059.located in North Carolina and those in adjacent states EZ1059.which have been adjusted to the HARN may be as much as 5 EZ1059.decimeters. This will result in a significant loss of accuracy EZ1059.over lines crossing such state borders. EZ1059 EZ1059 EZ1059.The horizontal coordinates were established by classical geodetic methods EZ1059.and adjusted by the National Geodetic Survey in July 1986. EZ1059 EZ1059.The orthometric height was determined by differential leveling EZ1059.and adjusted by the National Geodetic Survey in June 1991. EZ1059 EZ1059.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1059 EZ1059.The geoid height was determined by GEOID03. EZ1059 EZ1059.The dynamic height is computed by dividing the NAVD 88 EZ1059.geopotential number by the normal gravity value computed on the EZ1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1059.degrees latitude (g = 980.6199 gals.). EZ1059 EZ1059.The modeled gravity was interpolated from observed gravity values. EZ1059 EZ1059; North East Units Scale Factor Converg. EZ1059;SPC NC - 214,581.450 624,650.864 MT 0.99990100 +0 05 45.5 EZ1059;SPC NC - 704,005.97 2,049,375.38 sFT 0.99990100 +0 05 45.5 EZ1059;UTM 17 - 3,951,090.316 696,031.221 MT 1.00007356 +1 15 50.5 EZ1059 EZ1059! - Elev Factor x Scale Factor = Combined Factor EZ1059!SPC NC - 0.99998603 x 0.99990100 = 0.99988703 EZ1059!UTM 17 - 0.99998603 x 1.00007356 = 1.00005959 EZ1059 EZ1059: Primary Azimuth Mark Grid Az EZ1059:SPC NC - MERGE 170 16 14.3 EZ1059:UTM 17 - MERGE 169 06 09.3 EZ1059 EZ1059|---------------------------------------------------------------------| EZ1059| PID Reference Object Distance Geod. Az | EZ1059| dddmmss.s | EZ1059| EZ1058 MERGE APPROX. 0.7 KM 1702159.8 | EZ1059| EZ5319 FORNEY 424.017 METERS 3550926.3 | EZ1059|---------------------------------------------------------------------| EZ1059 EZ1059 SUPERSEDED SURVEY CONTROL EZ1059 EZ1059 NAD 27 - 35 41 02.75108(N) 078 50 02.38962(W) AD( ) 2 EZ1059 NGVD 29 (??/??/92) 121.662 (m) 399.15 (f) ADJ UNCH 2 0 EZ1059 EZ1059.Superseded values are not recommended for survey control. EZ1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1059.See file dsdata.txt to determine how the superseded data were derived. EZ1059 EZ1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9603151090(NAD 83) EZ1059_MARKER: DE = TRAVERSE STATION DISK EZ1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1059_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1059_STAMPING: READ 1967 EZ1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1059+STABILITY: SURFACE MOTION EZ1059 EZ1059 HISTORY - Date Condition Report By EZ1059 HISTORY - 1967 MONUMENTED NCGS EZ1059 HISTORY - 1973 GOOD NCGS EZ1059 HISTORY - 1979 MARK NOT FOUND LOCSUR EZ1059 EZ1059 STATION DESCRIPTION EZ1059 EZ1059'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1059'READ IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1059'IN THE VICINITY OF APEX, NORTH CAROLINA. EZ1059' EZ1059'READ IS LOCATED APPROXIMATELY 2.1 MILES NNW OF THE CENTER OF EZ1059'HOLLY SPRINGS. TO REACH STATION PROCEED FROM THE INTERSECTION EZ1059'OF NC 55 AND U.S. 1, GO SOUTH ON NC 55 FOR 2.1 MILES TO EZ1059'STATION. WHICH IS ON THE EAST BANK OF NC 55, ON BANK BETWEEN EZ1059'DURHAM-SOUTHERN RR, 0.1 MILE NORTH OF INTERSECTION OF SR 1172 EZ1059'W AND 1301 E WITH NC 55 AND ABOUT 300 FEET SOUTH OF FELTON EZ1059'GROVE BAPTIST CHURCH. EZ1059' EZ1059'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1059'READ 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1059'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ1059' EZ1059'MARK IS EZ1059' EZ1059'28.5 FT E OF C/L OF NC 55 EZ1059' EZ1059'23.6 FT W OF W RAIL OF RR TRACK EZ1059' EZ1059'31.0 FT SSE OF TP ON BANK BETWEEN RR AND NC 55, AND WITH ALUMINUM EZ1059'REF. TAG EZ1059' EZ1059'119.3 FT N OF TP WITH ALUMINUM REF. TAG ON BANK BETWEEN RAILROAD EZ1059'AND NC 55 EZ1059 EZ1059 STATION RECOVERY (1973) EZ1059 EZ1059'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1059'2.3 MI N FROM HOLLY SPRINGS. EZ1059'READ IS LOCATED APPROXIMATELY 13.0 MILES WSW OF CAPITOL SQUARE EZ1059'IN RALEIGH. TO REACH STATION FROM NC 55 OVERPASS OF U.S. 1 EZ1059'SOUTH OF APEX, PROCEED SOUTH ALONG NC 55 FOR 2.1 MILES TO STATION EZ1059'ON LEFT ON EAST BANK BETWEEN HIGHWAY AND DURHAM-SOUTHERN R/R, EZ1059'0.1 MILES NORTH OF INTERSECTION WITH SR 1301 EAST, APPROXIMATELY EZ1059'300 FT SOUTH OF FELTON GROVE BAPTIST CHURCH, 28.5 FT E OF C/L EZ1059'OF NC 55, 23.6 FT W OF W RAIL OF R/R TRACKS, 31.0 FT SSE OF TP EZ1059'W/ALUMINUM REF. TAG, AND 119.8 FT N OF TP W/ALUMINUM REF. TAG. EZ1059'DISK IS SET IN CONCRETE CYLINDER FLUSH WITH THE SURFACE OF THE EZ1059'GROUND. EZ1059 EZ1059 STATION RECOVERY (1979) EZ1059 EZ1059'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (ARB) EZ1059'THE STATION WAS REPORTED NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1103 *********************************************************************** EZ1103 DESIGNATION - REBECCA EZ1103 PID - EZ1103 EZ1103 STATE/COUNTY- NC/WAKE EZ1103 USGS QUAD - CARY (1993) EZ1103 EZ1103 *CURRENT SURVEY CONTROL EZ1103 ___________________________________________________________________ EZ1103* NAD 83(1986)- 35 51 45.26634(N) 078 48 44.20997(W) ADJUSTED EZ1103* NAVD 88 - 96.858 (meters) 317.77 (feet) ADJUSTED EZ1103 ___________________________________________________________________ EZ1103 LAPLACE CORR- -6.05 (seconds) DEFLEC99 EZ1103 GEOID HEIGHT- -32.00 (meters) GEOID03 EZ1103 DYNAMIC HT - 96.777 (meters) 317.51 (feet) COMP EZ1103 MODELED GRAV- 979,793.8 (mgal) NAVD 88 EZ1103 EZ1103 HORZ ORDER - SECOND EZ1103 VERT ORDER - SECOND CLASS II EZ1103 EZ1103.The North Carolina HARNS have been completed but, EZ1103.due to contractual restrictions, coordinates for these stations EZ1103.will NOT be published in the near future. In the interim, the EZ1103.published coordinates in North Carolina will not be EZ1103.consistent with the Continuously Operating Reference Stations EZ1103.(CORS). The HARN coordinates for these stations are available EZ1103.upon request. Contact Gary Thompson(919-733-3836). EZ1103. EZ1103.In addition, the published North Carolina positions EZ1103.(NAD 83 (1986)) are NOT consistent with those determined in EZ1103.adjacent state readjustments. The discontinuity between stations EZ1103.located in North Carolina and those in adjacent states EZ1103.which have been adjusted to the HARN may be as much as 5 EZ1103.decimeters. This will result in a significant loss of accuracy EZ1103.over lines crossing such state borders. EZ1103 EZ1103 EZ1103.The horizontal coordinates were established by classical geodetic methods EZ1103.and adjusted by the National Geodetic Survey in July 1986. EZ1103 EZ1103.The orthometric height was determined by differential leveling EZ1103.and adjusted by the National Geodetic Survey in June 1991. EZ1103 EZ1103.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1103 EZ1103.The geoid height was determined by GEOID03. EZ1103 EZ1103.The dynamic height is computed by dividing the NAVD 88 EZ1103.geopotential number by the normal gravity value computed on the EZ1103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1103.degrees latitude (g = 980.6199 gals.). EZ1103 EZ1103.The modeled gravity was interpolated from observed gravity values. EZ1103 EZ1103; North East Units Scale Factor Converg. EZ1103;SPC NC - 234,369.133 626,554.806 MT 0.99992930 +0 06 30.0 EZ1103;SPC NC - 768,926.06 2,055,621.89 sFT 0.99992930 +0 06 30.0 EZ1103;UTM 17 - 3,970,916.002 697,530.661 MT 1.00008081 +1 16 55.5 EZ1103 EZ1103! - Elev Factor x Scale Factor = Combined Factor EZ1103!SPC NC - 0.99998982 x 0.99992930 = 0.99991912 EZ1103!UTM 17 - 0.99998982 x 1.00008081 = 1.00007063 EZ1103 EZ1103: Primary Azimuth Mark Grid Az EZ1103:SPC NC - R/W MARKER 334 48 04.7 EZ1103:UTM 17 - R/W MARKER 333 37 39.2 EZ1103 EZ1103|---------------------------------------------------------------------| EZ1103| PID Reference Object Distance Geod. Az | EZ1103| dddmmss.s | EZ1103| EZ1104 KNIGHTS 264.129 METERS 06918 | EZ1103| EZ0960 VIEW 218.453 METERS 23941 | EZ1103| EZ1102 R/W MARKER 413.129 METERS 3345434.7 | EZ1103|---------------------------------------------------------------------| EZ1103 EZ1103 SUPERSEDED SURVEY CONTROL EZ1103 EZ1103 NAD 27 - 35 51 44.74093(N) 078 48 45.18914(W) AD( ) 2 EZ1103 NGVD 29 (??/??/92) 97.111 (m) 318.61 (f) ADJ UNCH 2 2 EZ1103 EZ1103.Superseded values are not recommended for survey control. EZ1103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1103.See file dsdata.txt to determine how the superseded data were derived. EZ1103 EZ1103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9753170916(NAD 83) EZ1103_MARKER: DE = TRAVERSE STATION DISK EZ1103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1103_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1103_STAMPING: REBECCA 1973 EZ1103_MARK LOGO: NCGS EZ1103_MAGNETIC: N = NO MAGNETIC MATERIAL EZ1103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1103+STABILITY: SURFACE MOTION EZ1103_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ1103+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2004 EZ1103 EZ1103 HISTORY - Date Condition Report By EZ1103 HISTORY - 1973 MONUMENTED NCGS EZ1103 HISTORY - 1974 GOOD NCGS EZ1103 HISTORY - 1982 GOOD NC-183 EZ1103 HISTORY - 20040823 SEE DESCRIPTION NCGS EZ1103 HISTORY - 20050529 MARK NOT FOUND USPSQD EZ1103 EZ1103 STATION DESCRIPTION EZ1103 EZ1103'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (LWA) EZ1103'REBECCA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ1103'THE VICINITY OF MORRISVILLE, NORTH CAROLINA. EZ1103' EZ1103'REBECCA IS LOCATED APPROXIMATELY 3.0 MILES NORTH OF MORRISVILLE, AND EZ1103'11.3 MILES WNW OF RALEIGH. TO REACH STATION FROM THE SR 1788 (RDU EZ1103'AIRPORT ROAD) OVERPASS OF I-40 (WEST), PROCEED ESE ALONG SR 1788 EZ1103'FOR 0.2 MILES TO T INTERSECTION WITH SR 1789 AND STATION ON LEFT, EZ1103'IN NE QUADRANT OF INTERSECTION, AND 0.6 MILES WNW OF INTERSECTION EZ1103'WITH SR 1002 AND IN SHOULDER OF ROAD. EZ1103' EZ1103'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED REBECCA EZ1103'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 5 EZ1103'INCHES BELOW THE SURFACE OF THE GROUND. EZ1103' EZ1103'MARK IS EZ1103'42.9 FEET E OF C/L OF SR 1789. EZ1103'43.2 FEET N OF C/L OF SR 1788. EZ1103'80.1 FEET NE OF 4X4 HIGHWAY SIGN POST W/ALUMINUM REF. TAG. EZ1103'46.5 FEET ENE OF CENTER OF S END OF CONCRETE MEDIAN ON SR 1789. EZ1103'75.6 FEET SE OF CENTER OF N END OF CONCRETE MEDIAN ON SR 1789. EZ1103'2.2 FEET S OF GUARD RAIL. EZ1103 EZ1103 STATION RECOVERY (1974) EZ1103 EZ1103'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 EZ1103'3.0 MI N FROM MORRISVILLE. EZ1103'REBECCA IS LOCATED APPROXIMATELY 11.3 MILES WNW OF RALEIGH. TO EZ1103'REACH STATION FROM THE SR 1788 (RDU AIRPORT ROAD) OVERPASS OF EZ1103'I-40 (WEST), PROCEED ESE ALONG SR 1788 FOR 0.2 MILES TO T EZ1103'INTERSECTION WITH SR 1789 AND STATION ON LEFT IN SHOULDER IN EZ1103'NE QUADRANT OF INTERSECTION, 0.6 MILES WNW OF INTERSECTION WITH EZ1103'SR 1002, 42.9 FT E OF C/L OF SR 1789, 43.2 FT N OF C/L OF SR EZ1103'1788, 80.1 FT NE OF 4 X 4 HIGHWAY SIGN POST W/ALUMINUM REF. TAG, EZ1103'46.5 FT ENE OF CENTER OF S END OF CONCRETE MEDIAN ON SR 1789, EZ1103'75.6 FT SE OF CENTER OF N END OF CONCRETE MEDIAN ON SR 1789, AND EZ1103'2.2 FT S OF GUARD RAIL. DISK IS SET IN TOP OF CONCRETE CYLINDER, EZ1103'5 INCHES BELOW THE GROUND. EZ1103 EZ1103 STATION RECOVERY (1982) EZ1103 EZ1103'RECOVERY NOTE BY WAKE COUNTY NORTH CAROLINA 1982 (DHC) EZ1103'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED, SEE EZ1103'VERTICAL CONTROL DATA FOR CORRECT ELEVATION. EZ1103 EZ1103 STATION RECOVERY (2004) EZ1103 EZ1103'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL) EZ1103'STATION WAS NOT FOUND. BELIEVED TO BE PAVED OVER. RTK POSITION FALLS EZ1103'INTO PAVEMENT IN INTERSECTION. EZ1103 EZ1103 STATION RECOVERY (2005) EZ1103 EZ1103'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ1103'MARK NOT FOUND 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AH6718 *********************************************************************** AH6718 DESIGNATION - RECYCLE AH6718 PID - AH6718 AH6718 STATE/COUNTY- NC/WAKE AH6718 USGS QUAD - KNIGHTDALE (1993) AH6718 AH6718 *CURRENT SURVEY CONTROL AH6718 ___________________________________________________________________ AH6718* NAD 83(1986)- 35 48 15.56567(N) 078 26 06.25398(W) ADJUSTED AH6718* NAVD 88 - 98.37 (+/-2cm) 322.7 (feet) VERTCON AH6718 ___________________________________________________________________ AH6718 LAPLACE CORR- -5.81 (seconds) DEFLEC99 AH6718 GEOID HEIGHT- -33.72 (meters) GEOID03 AH6718 AH6718 HORZ ORDER - SECOND AH6718 VERT ORDER - THIRD (See Below) AH6718 AH6718.The North Carolina HARNS have been completed but, AH6718.due to contractual restrictions, coordinates for these stations AH6718.will NOT be published in the near future. In the interim, the AH6718.published coordinates in North Carolina will not be AH6718.consistent with the Continuously Operating Reference Stations AH6718.(CORS). The HARN coordinates for these stations are available AH6718.upon request. Contact Gary Thompson(919-733-3836). AH6718. AH6718.In addition, the published North Carolina positions AH6718.(NAD 83 (1986)) are NOT consistent with those determined in AH6718.adjacent state readjustments. The discontinuity between stations AH6718.located in North Carolina and those in adjacent states AH6718.which have been adjusted to the HARN may be as much as 5 AH6718.decimeters. This will result in a significant loss of accuracy AH6718.over lines crossing such state borders. AH6718 AH6718 AH6718.The horizontal coordinates were established by classical geodetic methods AH6718.and adjusted by the National Geodetic Survey in September 1997. AH6718 AH6718.The NAVD 88 height was computed by applying the VERTCON shift value to AH6718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AH6718.The vertical order pertains to the NGVD 29 superseded value. AH6718 AH6718.The Laplace correction was computed from DEFLEC99 derived deflections. AH6718 AH6718.The geoid height was determined by GEOID03. AH6718 AH6718; North East Units Scale Factor Converg. AH6718;SPC NC - 228,035.671 660,658.464 MT 0.99991899 +0 19 33.8 AH6718;SPC NC - 748,147.03 2,167,510.31 sFT 0.99991899 +0 19 33.8 AH6718;UTM 17 - 3,965,281.519 731,765.355 MT 1.00026195 +1 30 04.3 AH6718 AH6718! - Elev Factor x Scale Factor = Combined Factor AH6718!SPC NC - 0.99998985 x 0.99991899 = 0.99990884 AH6718!UTM 17 - 0.99998985 x 1.00026195 = 1.00025180 AH6718 AH6718 SUPERSEDED SURVEY CONTROL AH6718 AH6718 NGVD 29 (09/29/97) 98.65 (m) 323.7 (f) LEVELING 3 AH6718 AH6718.Superseded values are not recommended for survey control. AH6718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AH6718.See file dsdata.txt to determine how the superseded data were derived. AH6718 AH6718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3176565282(NAD 83) AH6718_MARKER: DH = HORIZONTAL CONTROL DISK AH6718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AH6718_STAMPING: RECYCLE 1986 AH6718_MARK LOGO: NCGS AH6718_PROJECTION: FLUSH AH6718_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AH6718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AH6718+STABILITY: SURFACE MOTION AH6718 AH6718 HISTORY - Date Condition Report By AH6718 HISTORY - 1986 MONUMENTED NCGS AH6718 AH6718 STATION DESCRIPTION AH6718 AH6718'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AH6718'STATION IS LOCATED ABOUT 4.2 KM (2.60 MI) EAST-NORTHEAST OF KNIGHTDALE AH6718'AND 6.4 KM (3.95 MI) WEST-NORTHWEST OF WENDELL. ALONG US 64 FOR 0.7 KM AH6718'(0.45 MI) NORTHWEST FROM THE JUNCTION OF US 64 BUSINESS AND BYPASS, AT AH6718'THE RALEIGH EAST (KNIGHTDALE) AIRPORT IN MEDIAN AT CROSSOVER OF SR AH6718'2655 (THREE SISTERS ROAD). MARK IS RECESSED 6 INCHES BELOW GROUND AND AH6718'IS LEVEL WITH US 64 EAST. LOCATED 7.6 M (24.9 FT) NORTH-NORTHEAST OF AH6718'THE CENTERLINE OF US 64 EAST BOUND LANE, 13.2 M (43.3 FT) AH6718'SOUTH-SOUTHWEST OF THE CENTERLINE OF US 64 WEST BOUND LANE, 5.5 M AH6718'(18.0 FT) WEST OF THE CENTER OF METAL DRAIN, 33.7 M (110.6 FT) AH6718'EAST-SOUTHEAST OF CENTER OF METAL DRAIN--AND 26.6 M (87.3 FT) AH6718'SOUTH-SOUTHWEST OF POWER POLE WITH TRANSFORMER AND REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7507 *********************************************************************** AE7507 DESIGNATION - REDSKINS AE7507 PID - AE7507 AE7507 STATE/COUNTY- NC/WAKE AE7507 USGS QUAD - RALEIGH EAST (1993) AE7507 AE7507 *CURRENT SURVEY CONTROL AE7507 ___________________________________________________________________ AE7507* NAD 83(1986)- 35 48 17.48289(N) 078 37 25.91263(W) ADJUSTED AE7507* NAVD 88 - 84.3 (meters) 277. (feet) VERTCON AE7507 ___________________________________________________________________ AE7507 LAPLACE CORR- -7.60 (seconds) DEFLEC99 AE7507 GEOID HEIGHT- -32.92 (meters) GEOID03 AE7507 AE7507 HORZ ORDER - SECOND AE7507 AE7507.The North Carolina HARNS have been completed but, AE7507.due to contractual restrictions, coordinates for these stations AE7507.will NOT be published in the near future. In the interim, the AE7507.published coordinates in North Carolina will not be AE7507.consistent with the Continuously Operating Reference Stations AE7507.(CORS). The HARN coordinates for these stations are available AE7507.upon request. Contact Gary Thompson(919-733-3836). AE7507. AE7507.In addition, the published North Carolina positions AE7507.(NAD 83 (1986)) are NOT consistent with those determined in AE7507.adjacent state readjustments. The discontinuity between stations AE7507.located in North Carolina and those in adjacent states AE7507.which have been adjusted to the HARN may be as much as 5 AE7507.decimeters. This will result in a significant loss of accuracy AE7507.over lines crossing such state borders. AE7507 AE7507 AE7507.The horizontal coordinates were established by classical geodetic methods AE7507.and adjusted by the National Geodetic Survey in February 1998. AE7507 AE7507.The NAVD 88 height was computed by applying the VERTCON shift value to AE7507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7507 AE7507.The Laplace correction was computed from DEFLEC99 derived deflections. AE7507 AE7507.The geoid height was determined by GEOID03. AE7507 AE7507; North East Units Scale Factor Converg. AE7507;SPC NC - 228,013.880 643,595.495 MT 0.99991908 +0 13 01.5 AE7507;SPC NC - 748,075.54 2,111,529.55 sFT 0.99991908 +0 13 01.5 AE7507;UTM 17 - 3,964,909.923 714,701.377 MT 1.00016805 +1 23 26.3 AE7507 AE7507! - Elev Factor x Scale Factor = Combined Factor AE7507!SPC NC - 0.99999193 x 0.99991908 = 0.99991101 AE7507!UTM 17 - 0.99999193 x 1.00016805 = 1.00015998 AE7507 AE7507: Primary Azimuth Mark Grid Az AE7507:SPC NC - BONDED 238 18 14.1 AE7507:UTM 17 - BONDED 237 07 49.3 AE7507 AE7507|---------------------------------------------------------------------| AE7507| PID Reference Object Distance Geod. Az | AE7507| dddmmss.s | AE7507| AE7505 AVENUE 396.799 METERS 04345 | AE7507| EZ2527 SHONEYS 369.729 METERS 18455 | AE7507| EZ2528 BONDED APPROX. 0.6 KM 2383115.6 | AE7507| AE7506 B 218 RESET 110.338 METERS 24832 | AE7507|---------------------------------------------------------------------| AE7507 AE7507 SUPERSEDED SURVEY CONTROL AE7507 AE7507 NGVD 29 (02/27/98) 84.6 (m) 278. (f) VERT ANG AE7507 AE7507.Superseded values are not recommended for survey control. AE7507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7507.See file dsdata.txt to determine how the superseded data were derived. AE7507 AE7507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1470164910(NAD 83) AE7507_MARKER: DH = HORIZONTAL CONTROL DISK AE7507_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. AE7507_SP_SET: SIDEWALK AE7507_STAMPING: REDSKINS 1988 AE7507_MARK LOGO: NCGS AE7507_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AE7507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE7507+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2005 AE7507 AE7507 HISTORY - Date Condition Report By AE7507 HISTORY - 1988 MONUMENTED NCGS AE7507 HISTORY - 20050519 GOOD GEOCAC AE7507 AE7507 STATION DESCRIPTION AE7507 AE7507'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 (EWB) AE7507'STATION IS LOCATED 3.1 KM (1.90 MI) NORTH-NORTHEAST OF CAPITOL SQUARE AE7507'IN RALEIGH. ALONG ATLANTIC AVENUE FOR 0.3 KM (0.20 MI) NORTH FROM OLD AE7507'LOUISBURG ROAD TO A RAILROAD OVERPASS BRIDGE, IN THE WEST SIDEWALK. AE7507'MARK IS FLUSH IN A DRILL HOLE, LEVEL WITH THE ROAD. LOCATED 28.5 FT AE7507'(8.7 M) WEST-NORTHWEST OF THE CENTERLINE OF THE BRIDGE, 2.5 FT (0.8 M) AE7507'EAST-SOUTHEAST OF THE WEST BRIDGE RAIL, 215.9 FT (65.8 M) SOUTH OF THE AE7507'NORTHWEST END OF THE BRIDGE RIAL, AND 54.7 FT (16.7 M) NORTH OF AE7507'EXPANSION JOINT AT THE WEST RAIL. AE7507 AE7507 STATION RECOVERY (2005) AE7507 AE7507'RECOVERY NOTE BY GEOCACHING 2005 (PFF) AE7507'RECOVERED AS DESCRIBED AT HIGHEST ELEVATION ON BRIDGE. (NOTE. ALTHOUGH AE7507'THERE IS A SIDEWALK ON THE BRIDGE, THERE IS NO WALKWAY TO GET ONTO THE AE7507'BRIDGE. A PEDESTRIAN IS SANDWICHED IN A NARROW SPACE BETWEEN TRAFFIC AE7507'AND A GUARD RAIL.) 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5702 *********************************************************************** EZ5702 DESIGNATION - REDUCE EZ5702 PID - EZ5702 EZ5702 STATE/COUNTY- NC/WAKE EZ5702 USGS QUAD - KNIGHTDALE (1993) EZ5702 EZ5702 *CURRENT SURVEY CONTROL EZ5702 ___________________________________________________________________ EZ5702* NAD 83(1986)- 35 47 38.30440(N) 078 22 48.16742(W) ADJUSTED EZ5702* NAVD 88 - 102.0 (meters) 335. (feet) VERTCON EZ5702 ___________________________________________________________________ EZ5702 LAPLACE CORR- -4.85 (seconds) DEFLEC99 EZ5702 GEOID HEIGHT- -33.92 (meters) GEOID03 EZ5702 EZ5702 HORZ ORDER - SECOND EZ5702 EZ5702.The North Carolina HARNS have been completed but, EZ5702.due to contractual restrictions, coordinates for these stations EZ5702.will NOT be published in the near future. In the interim, the EZ5702.published coordinates in North Carolina will not be EZ5702.consistent with the Continuously Operating Reference Stations EZ5702.(CORS). The HARN coordinates for these stations are available EZ5702.upon request. Contact Gary Thompson(919-733-3836). EZ5702. EZ5702.In addition, the published North Carolina positions EZ5702.(NAD 83 (1986)) are NOT consistent with those determined in EZ5702.adjacent state readjustments. The discontinuity between stations EZ5702.located in North Carolina and those in adjacent states EZ5702.which have been adjusted to the HARN may be as much as 5 EZ5702.decimeters. This will result in a significant loss of accuracy EZ5702.over lines crossing such state borders. EZ5702 EZ5702 EZ5702.The horizontal coordinates were established by classical geodetic methods EZ5702.and adjusted by the National Geodetic Survey in January 1990. EZ5702 EZ5702.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5702 EZ5702.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5702 EZ5702.The geoid height was determined by GEOID03. EZ5702 EZ5702; North East Units Scale Factor Converg. EZ5702;SPC NC - 226,917.040 665,638.542 MT 0.99991727 +0 21 28.1 EZ5702;SPC NC - 744,476.99 2,183,849.12 sFT 0.99991727 +0 21 28.1 EZ5702;UTM 17 - 3,964,264.897 736,769.119 MT 1.00029084 +1 31 59.0 EZ5702 EZ5702! - Elev Factor x Scale Factor = Combined Factor EZ5702!SPC NC - 0.99998931 x 0.99991727 = 0.99990658 EZ5702!UTM 17 - 0.99998931 x 1.00029084 = 1.00028014 EZ5702 EZ5702: Primary Azimuth Mark Grid Az EZ5702:SPC NC - JEFFROS 148 53 46.3 EZ5702:UTM 17 - JEFFROS 147 43 15.4 EZ5702 EZ5702|---------------------------------------------------------------------| EZ5702| PID Reference Object Distance Geod. Az | EZ5702| dddmmss.s | EZ5702| EZ5691 JEFFROS APPROX. 0.9 KM 1491514.4 | EZ5702| EZ5696 LEDFORD APPROX. 0.5 KM 3154819.1 | EZ5702|---------------------------------------------------------------------| EZ5702 EZ5702 SUPERSEDED SURVEY CONTROL EZ5702 EZ5702 NGVD 29 (01/12/90) 102.3 (m) 336. (f) VERT ANG EZ5702 EZ5702.Superseded values are not recommended for survey control. EZ5702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5702.See file dsdata.txt to determine how the superseded data were derived. EZ5702 EZ5702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3676964265(NAD 83) EZ5702_MARKER: DE = TRAVERSE STATION DISK EZ5702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5702_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5702+STABILITY: SURFACE MOTION EZ5702 EZ5702 HISTORY - Date Condition Report By EZ5702 HISTORY - 1980 MONUMENTED NCGS EZ5702 HISTORY - 1987 GOOD USPSQD EZ5702 EZ5702 STATION DESCRIPTION EZ5702 EZ5702'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EZ5702'THE STATION IS LOCATED APPROXIMATELY 1.0 MILES NORTHWEST OF WENDELL. EZ5702' EZ5702'TO REACH THE STATION FROM THE INTERSECTION OF US 64 BUSINESS WITH NC EZ5702'231 IN WENDELL, PROCEED WESTERLY ALONG US 64 BUSINESS FOR 1.35 MILES EZ5702'TO STATION IN THE LEFT SHOULDER APPROXIMATELY 150 FEET EAST-SOUTHEAST EZ5702'OF AN OLD UNPAINTED FRAME HOUSE AND 0.15 MILE NORTHWEST OF THE EZ5702'SOUTHEAST END OF SR 2364. (A LOOP ROAD) EZ5702' EZ5702'STATION MARK IS A STANDARD DISK STAMPED---REDUCE 1980---SET IN TOP OF EZ5702'A 10 INCH CONCRETE CYLINDER 4 INCHES BELOW GROUND SURFACE. THE MARK IS EZ5702'14.4 FEET SOUTHWEST OF THE CENTERLINE OF US 64 BUSINESS, 32.3 FEET EZ5702'SOUTHEAST OF--REDUCE SPEED AHEAD--SIGN POST, 43.5 FEET SOUTHWEST OF EZ5702'POWER POLE WITH REFERENCE TAG, 81.7 FEET NORTH-NORTHEAST OF 10 INCH EZ5702'PINE WITH REFERENCE TAG, 124.7 FEET EAST OF 18 INCH TWIN CEDAR WITH EZ5702'REFERENCE TAG AND 122.5 FEET EAST-SOUTHEAST OF SOUTHEAST CORNER OF OLD EZ5702'HOUSE. EZ5702 EZ5702 STATION RECOVERY (1987) EZ5702 EZ5702'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ5702'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7496 *********************************************************************** AE7496 DESIGNATION - RENTAL AE7496 PID - AE7496 AE7496 STATE/COUNTY- NC/WAKE AE7496 USGS QUAD - RALEIGH EAST (1993) AE7496 AE7496 *CURRENT SURVEY CONTROL AE7496 ___________________________________________________________________ AE7496* NAD 83(1986)- 35 52 09.19112(N) 078 35 04.07632(W) ADJUSTED AE7496* NAVD 88 - 101.278 (meters) 332.28 (feet) ADJUSTED AE7496 ___________________________________________________________________ AE7496 LAPLACE CORR- -7.79 (seconds) DEFLEC99 AE7496 GEOID HEIGHT- -32.92 (meters) GEOID03 AE7496 DYNAMIC HT - 101.191 (meters) 331.99 (feet) COMP AE7496 MODELED GRAV- 979,775.2 (mgal) NAVD 88 AE7496 AE7496 HORZ ORDER - SECOND AE7496 VERT ORDER - SECOND CLASS II AE7496 AE7496.The North Carolina HARNS have been completed but, AE7496.due to contractual restrictions, coordinates for these stations AE7496.will NOT be published in the near future. In the interim, the AE7496.published coordinates in North Carolina will not be AE7496.consistent with the Continuously Operating Reference Stations AE7496.(CORS). The HARN coordinates for these stations are available AE7496.upon request. Contact Gary Thompson(919-733-3836). AE7496. AE7496.In addition, the published North Carolina positions AE7496.(NAD 83 (1986)) are NOT consistent with those determined in AE7496.adjacent state readjustments. The discontinuity between stations AE7496.located in North Carolina and those in adjacent states AE7496.which have been adjusted to the HARN may be as much as 5 AE7496.decimeters. This will result in a significant loss of accuracy AE7496.over lines crossing such state borders. AE7496 AE7496 AE7496.The horizontal coordinates were established by classical geodetic methods AE7496.and adjusted by the National Geodetic Survey in February 1998. AE7496 AE7496.The orthometric height was determined by differential leveling AE7496.and adjusted by the National Geodetic Survey in September 1998. AE7496 AE7496.The Laplace correction was computed from DEFLEC99 derived deflections. AE7496 AE7496.The geoid height was determined by GEOID03. AE7496 AE7496.The dynamic height is computed by dividing the NAVD 88 AE7496.geopotential number by the normal gravity value computed on the AE7496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7496.degrees latitude (g = 980.6199 gals.). AE7496 AE7496.The modeled gravity was interpolated from observed gravity values. AE7496 AE7496; North East Units Scale Factor Converg. AE7496;SPC NC - 235,168.982 647,126.376 MT 0.99993055 +0 14 23.4 AE7496;SPC NC - 771,550.24 2,123,113.79 sFT 0.99993055 +0 14 23.4 AE7496;UTM 17 - 3,972,137.737 718,085.670 MT 1.00018610 +1 24 57.3 AE7496 AE7496! - Elev Factor x Scale Factor = Combined Factor AE7496!SPC NC - 0.99998927 x 0.99993055 = 0.99991982 AE7496!UTM 17 - 0.99998927 x 1.00018610 = 1.00017537 AE7496 AE7496 SUPERSEDED SURVEY CONTROL AE7496 AE7496 NGVD 29 (02/27/98) 101.55 (m) 333.2 (f) LEVELING 3 AE7496 AE7496.Superseded values are not recommended for survey control. AE7496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7496.See file dsdata.txt to determine how the superseded data were derived. AE7496 AE7496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1808672138(NAD 83) AE7496_MARKER: DH = HORIZONTAL CONTROL DISK AE7496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7496_STAMPING: RENTAL 1987 AE7496_MARK LOGO: NCGS AE7496_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7496+STABILITY: SURFACE MOTION AE7496 AE7496 HISTORY - Date Condition Report By AE7496 HISTORY - 1987 MONUMENTED NCGS AE7496 HISTORY - 19870101 GOOD NCGS AE7496 HISTORY - 20050417 MARK NOT FOUND USPSQD AE7496 AE7496 STATION DESCRIPTION AE7496 AE7496'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7496'STATION IS LOCATED ABOUT 10.8 KM (6.70 MI) NORTH-NORTHEAST OF THE AE7496'CAPITAL SQUARE IN RALEIGH. PROCEED ALONG US 1 (CAPITAL BOULEVARD) FOR AE7496'3.7 KM (2.30 MI) NORTH FROM THE US 401 BRIDGE TO OLD WAKE FOREST ROAD AE7496'(SR 2030), THENCE 0.4 KM (0.25 MI) SOUTHWEST ALONG SR 2030 TO THE AE7496'STATION, IN THE SHOULDER. MARK IS RECESSED 12 CM BELOW GROUND AND IS 1 AE7496'FOOT (0.3 M) LOWER THAN THE ROAD. LOCATED 4.4 M (14.4 FT) AE7496'NORTH-NORTHWEST OF THE CETNERLINE OF THE ROAD, 7.1 M (23.3 FT) AE7496'SOUTHWEST OF THE WEST END OF AN ENTRANCE CULVERT TO--DAIL PLUMBING--, AE7496'4.4 M (14.4 FT) EAST OF THE EAST END OF THE ENTRANCE CULVERT AE7496'TO--GENERAL RENTAL CENTER--, 30.4 M (99.7 FT) SOUTHEAST OF THE AE7496'SOUTHEAST CORNER OF THE RENTAL BUILDING, 6.9 M (22.6 FT) AE7496'SOUTH-SOUTHWEST OF THE SOUTH END OF A CHAIN LINK FENCE, AND 24.5 M AE7496'(80.4 FT) SOUTH-SOUTHEAST OF A POWER POLE WITH 3 TRANSFORMERS AND A AE7496'REFERENCE TAG. AE7496 AE7496 STATION RECOVERY (1987) AE7496 AE7496'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7496'RECOVERED AS DESCRIBED. AE7496 AE7496 STATION RECOVERY (2005) AE7496 AE7496'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) AE7496'MARK NOT FOUND 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7305 *********************************************************************** AE7305 DESIGNATION - RESTLAWN AE7305 PID - AE7305 AE7305 STATE/COUNTY- NC/WAKE AE7305 USGS QUAD - SOUTHEAST DURHAM (1993) AE7305 AE7305 *CURRENT SURVEY CONTROL AE7305 ___________________________________________________________________ AE7305* NAD 83(1986)- 35 54 21.25160(N) 078 46 20.45834(W) ADJUSTED AE7305* NAVD 88 - 131.8 (meters) 432. (feet) VERTCON AE7305 ___________________________________________________________________ AE7305 LAPLACE CORR- -6.02 (seconds) DEFLEC99 AE7305 GEOID HEIGHT- -32.03 (meters) GEOID03 AE7305 AE7305 HORZ ORDER - SECOND AE7305 AE7305.The North Carolina HARNS have been completed but, AE7305.due to contractual restrictions, coordinates for these stations AE7305.will NOT be published in the near future. In the interim, the AE7305.published coordinates in North Carolina will not be AE7305.consistent with the Continuously Operating Reference Stations AE7305.(CORS). The HARN coordinates for these stations are available AE7305.upon request. Contact Gary Thompson(919-733-3836). AE7305. AE7305.In addition, the published North Carolina positions AE7305.(NAD 83 (1986)) are NOT consistent with those determined in AE7305.adjacent state readjustments. The discontinuity between stations AE7305.located in North Carolina and those in adjacent states AE7305.which have been adjusted to the HARN may be as much as 5 AE7305.decimeters. This will result in a significant loss of accuracy AE7305.over lines crossing such state borders. AE7305 AE7305 AE7305.The horizontal coordinates were established by classical geodetic methods AE7305.and adjusted by the National Geodetic Survey in March 1998. AE7305 AE7305.The NAVD 88 height was computed by applying the VERTCON shift value to AE7305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7305 AE7305.The Laplace correction was computed from DEFLEC99 derived deflections. AE7305 AE7305.The geoid height was determined by GEOID03. AE7305 AE7305; North East Units Scale Factor Converg. AE7305;SPC NC - 239,184.021 630,150.082 MT 0.99993765 +0 07 53.0 AE7305;SPC NC - 784,722.91 2,067,417.39 sFT 0.99993765 +0 07 53.0 AE7305;UTM 17 - 3,975,804.340 701,027.025 MT 1.00009798 +1 18 24.7 AE7305 AE7305! - Elev Factor x Scale Factor = Combined Factor AE7305!SPC NC - 0.99998435 x 0.99993765 = 0.99992200 AE7305!UTM 17 - 0.99998435 x 1.00009798 = 1.00008233 AE7305 AE7305 SUPERSEDED SURVEY CONTROL AE7305 AE7305 NGVD 29 (03/10/98) 132.0 (m) 433. (f) VERT ANG AE7305 AE7305.Superseded values are not recommended for survey control. AE7305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7305.See file dsdata.txt to determine how the superseded data were derived. AE7305 AE7305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0102775804(NAD 83) AE7305_MARKER: DH = HORIZONTAL CONTROL DISK AE7305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7305_STAMPING: RESTLAWN 1986 AE7305_MARK LOGO: NCGS AE7305_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7305+STABILITY: SURFACE MOTION AE7305 AE7305 HISTORY - Date Condition Report By AE7305 HISTORY - 1986 MONUMENTED NCGS AE7305 AE7305 STATION DESCRIPTION AE7305 AE7305'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7305'STATION IS LOCATED ABOUT 18.3 KM (11.35 MI) NORTHWEST OF CAPITOL AE7305'SQUARE (IN RALEIGH), AND 5.8 KM (3.60 MI) WEST OF LEESVILLE COMMUNITY. AE7305'ALONG US 70 FOR 0.8 KM (0.50 MI) NORTHWEST OF SR 1002 (AVIATION AE7305'PARKWAY), OR 0.3 KM (0.20 MI) SOUTHEAST FROM THE ENTRANCE TO--RESTLAWN AE7305'MEMORIAL GARDENS--, IN THE MEDIAN, ON THE PROLONGATION OF THE EAST AE7305'SIDE OF A FRAME HOUSE. MARK IS RECESSED 3 INCHES BELOW GROUND AND AE7305'LEVEL WITH HIGHWAY. LOCATED 5.9 M (19.4 FT) NORTHEAST OF THE AE7305'CENTERLINE OF THE EAST BOUND LANE, 10.7 M (35.1 FT) SOUTHWEST OF THE AE7305'CENTERLINE OF THE WEST BOUND LANE, 49.3 M (161.7 FT) NORTH-NORTHWEST AE7305'OF THE NORTHWEST END OF A CULVERT UNDER A DRIVE, 5.5 M (18.0 FT) AE7305'NORTHWEST OF A HIGHWAY WARNING SIGN, AND 40.6 M (133.2 FT) NORTH OF A AE7305'POWER POLE-TELEPHONE POLE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7322 *********************************************************************** AE7322 DESIGNATION - REX AE7322 PID - AE7322 AE7322 STATE/COUNTY- NC/WAKE AE7322 USGS QUAD - RALEIGH WEST (1988) AE7322 AE7322 *CURRENT SURVEY CONTROL AE7322 ___________________________________________________________________ AE7322* NAD 83(1986)- 35 49 14.33144(N) 078 42 16.57442(W) ADJUSTED AE7322* NAVD 88 - 144.4 (meters) 474. (feet) VERTCON AE7322 ___________________________________________________________________ AE7322 LAPLACE CORR- -7.00 (seconds) DEFLEC99 AE7322 GEOID HEIGHT- -32.53 (meters) GEOID03 AE7322 AE7322 HORZ ORDER - SECOND AE7322 AE7322.The North Carolina HARNS have been completed but, AE7322.due to contractual restrictions, coordinates for these stations AE7322.will NOT be published in the near future. In the interim, the AE7322.published coordinates in North Carolina will not be AE7322.consistent with the Continuously Operating Reference Stations AE7322.(CORS). The HARN coordinates for these stations are available AE7322.upon request. Contact Gary Thompson(919-733-3836). AE7322. AE7322.In addition, the published North Carolina positions AE7322.(NAD 83 (1986)) are NOT consistent with those determined in AE7322.adjacent state readjustments. The discontinuity between stations AE7322.located in North Carolina and those in adjacent states AE7322.which have been adjusted to the HARN may be as much as 5 AE7322.decimeters. This will result in a significant loss of accuracy AE7322.over lines crossing such state borders. AE7322 AE7322 AE7322.The horizontal coordinates were established by classical geodetic methods AE7322.and adjusted by the National Geodetic Survey in March 1998. AE7322 AE7322.The NAVD 88 height was computed by applying the VERTCON shift value to AE7322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7322 AE7322.The Laplace correction was computed from DEFLEC99 derived deflections. AE7322 AE7322.The geoid height was determined by GEOID03. AE7322 AE7322; North East Units Scale Factor Converg. AE7322;SPC NC - 229,741.179 636,293.261 MT 0.99992178 +0 10 13.8 AE7322;SPC NC - 753,742.52 2,087,572.14 sFT 0.99992178 +0 10 13.8 AE7322;UTM 17 - 3,966,487.677 707,363.625 MT 1.00012988 +1 20 37.9 AE7322 AE7322! - Elev Factor x Scale Factor = Combined Factor AE7322!SPC NC - 0.99998245 x 0.99992178 = 0.99990423 AE7322!UTM 17 - 0.99998245 x 1.00012988 = 1.00011232 AE7322 AE7322 SUPERSEDED SURVEY CONTROL AE7322 AE7322 NGVD 29 (03/10/98) 144.7 (m) 475. (f) VERT ANG AE7322 AE7322.Superseded values are not recommended for survey control. AE7322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7322.See file dsdata.txt to determine how the superseded data were derived. AE7322 AE7322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0736466488(NAD 83) AE7322_MARKER: DE = TRAVERSE STATION DISK AE7322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7322_STAMPING: REX 1986 AE7322_MARK LOGO: NCGS AE7322_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7322+STABILITY: SURFACE MOTION AE7322 AE7322 HISTORY - Date Condition Report By AE7322 HISTORY - 1986 MONUMENTED NCGS AE7322 AE7322 STATION DESCRIPTION AE7322 AE7322'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7322'STATION IS LOCATED ABOUT 7.4 KM (4.60 MI) NORTHWEST OF CAPITOL SQUARE AE7322'(IN RALEIGH). ALONG SR 1664 (BLUE RIDGE ROAD) FOR 1.9 KM (1.20 MI) AE7322'NORTH FROM THE WADE AVENUE EXTENSION OVERPASS TO THE JUNCTION WITH AE7322'DURALEIGH ROAD, IN THE SOUTHEAST QUADRANT OF THE T-INTERSECTION. MARK AE7322'IS RECESSED 1 INCH BELOW GROUND AND LEVEL WITH ROAD. LOCATED 44.2 M AE7322'(145.0 FT) SOUTH-SOUTHEAST OF THE T-INTERSECTION, 10.5 M (34.4 FT) AE7322'EAST OF THE EAST CURB OF THE ROAD, 2.0 M (6.6 FT) NORTHEAST OF THE AE7322'NORTHEAST CORNER OF A TELEPHONE JUNCTION BOX (3100 BR), 7.5 M (24.6 AE7322'FT) SOUTHWEST OF THE CURB AT THE CORNER OF THE PARKING LOT OF THE 3100 AE7322'BUILDING, 22.0 M (72.2 FT) SOUTH-SOUTHEAST OF A FIRE HYDRANT, 15.3 M AE7322'(50.2 FT) NORTH OF THE NORTHWEST CORNER OF THE REX HOSPITAL WELLNESS AE7322'CENTER--AND 3.4 M (11.2 FT) NORTHWEST OF THE NORTHEAST END POST OF A AE7322'RAIL FENCE, 34.5 M (113.2 FT) WEST-NORTHWEST OF A POWER POLE WITH A AE7322'TRANSFORMER--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7353 *********************************************************************** AE7353 DESIGNATION - RICE AE7353 PID - AE7353 AE7353 STATE/COUNTY- NC/WAKE AE7353 USGS QUAD - BAYLEAF (1987) AE7353 AE7353 *CURRENT SURVEY CONTROL AE7353 ___________________________________________________________________ AE7353* NAD 83(1986)- 35 55 47.88497(N) 078 44 09.28188(W) ADJUSTED AE7353* NAVD 88 - 159.7 (meters) 524. (feet) VERTCON AE7353 ___________________________________________________________________ AE7353 LAPLACE CORR- -6.78 (seconds) DEFLEC99 AE7353 GEOID HEIGHT- -32.12 (meters) GEOID03 AE7353 AE7353 HORZ ORDER - SECOND AE7353 AE7353.The North Carolina HARNS have been completed but, AE7353.due to contractual restrictions, coordinates for these stations AE7353.will NOT be published in the near future. In the interim, the AE7353.published coordinates in North Carolina will not be AE7353.consistent with the Continuously Operating Reference Stations AE7353.(CORS). The HARN coordinates for these stations are available AE7353.upon request. Contact Gary Thompson(919-733-3836). AE7353. AE7353.In addition, the published North Carolina positions AE7353.(NAD 83 (1986)) are NOT consistent with those determined in AE7353.adjacent state readjustments. The discontinuity between stations AE7353.located in North Carolina and those in adjacent states AE7353.which have been adjusted to the HARN may be as much as 5 AE7353.decimeters. This will result in a significant loss of accuracy AE7353.over lines crossing such state borders. AE7353 AE7353 AE7353.The horizontal coordinates were established by classical geodetic methods AE7353.and adjusted by the National Geodetic Survey in March 1998. AE7353 AE7353.The NAVD 88 height was computed by applying the VERTCON shift value to AE7353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7353 AE7353.The Laplace correction was computed from DEFLEC99 derived deflections. AE7353 AE7353.The geoid height was determined by GEOID03. AE7353 AE7353; North East Units Scale Factor Converg. AE7353;SPC NC - 241,862.171 633,432.038 MT 0.99994253 +0 09 08.7 AE7353;SPC NC - 793,509.47 2,078,184.94 sFT 0.99994253 +0 09 08.7 AE7353;UTM 17 - 3,978,549.740 704,253.859 MT 1.00011410 +1 19 44.5 AE7353 AE7353! - Elev Factor x Scale Factor = Combined Factor AE7353!SPC NC - 0.99997998 x 0.99994253 = 0.99992251 AE7353!UTM 17 - 0.99997998 x 1.00011410 = 1.00009407 AE7353 AE7353 SUPERSEDED SURVEY CONTROL AE7353 AE7353 NGVD 29 (03/10/98) 159.9 (m) 525. (f) VERT ANG AE7353 AE7353.Superseded values are not recommended for survey control. AE7353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7353.See file dsdata.txt to determine how the superseded data were derived. AE7353 AE7353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0425478550(NAD 83) AE7353_MARKER: DH = HORIZONTAL CONTROL DISK AE7353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7353_STAMPING: RICE 1986 AE7353_MARK LOGO: NCGS AE7353_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7353+STABILITY: SURFACE MOTION AE7353 AE7353 HISTORY - Date Condition Report By AE7353 HISTORY - 1986 MONUMENTED NCGS AE7353 AE7353 STATION DESCRIPTION AE7353 AE7353'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7353'STATION IS LOCATED ABOUT 18.7 KM (11.60 MI) NORTH-NORTHWEST OF CAPITOL AE7353'SQUARE (IN RALEIGH), AND 2.6 KM (1.60 MI) NORTH-NORTHWEST OF LEESVILLE AE7353'COMMUNITY. PROCEED ALONG SR 1829 (LEESVILLE ROAD) FOR 2.6 KM (1.60 MI) AE7353'NORTH FROM THE T-JUNCTION OF LEESVILLE AND STRICKLAND ROADS TO SR 1840 AE7353'(HICKORY GROVE CHURCH ROAD), THENCE NORTH FOR 1.1 KM (0.70 MI) TO AE7353'BASSETT LANE, THENCE EAST FOR 0.4 KM (0.25 MI) PAST THE RICE RESIDENCE AE7353'AND THROUGH A GATE TO A TRANSMISSION POWER LINE, AND THE STATION, AE7353'ABOUT 500 FT (152.4 M) SOUTH, AT A FENCE LINE ACROSS THE RIGHT-OF-WAY. AE7353'MARK IS RECESSED 2 INCHES BELOW GROUND. LOCATED 1.7 M (5.6 FT) AE7353'WEST-SOUTHWEST OF THE WEST POLE (368) OF TWIN POWER POLES (WITH A TAG) AE7353', 1.6 M (5.2 FT) NORTH-NORTHWEST OF A T-POST WITH ELECTRIC WIRE, 10.5 AE7353'M (34.4 FT) EAST-NORTHEAST OF THE WEST CORNER T-POST WITH ELECTRIC AE7353'WIRE--AND 33.7 M (110.6 FT) SOUTH-SOUTHWEST OF AN 8-INCH POPLAR, 16.8 AE7353'M (55.1 FT) NORTH-NORTHEAST OF A 6-INCH PINE--BOTH WITH REFERENCE AE7353'TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5241 *********************************************************************** EZ5241 DESIGNATION - RICH EZ5241 PID - EZ5241 EZ5241 STATE/COUNTY- NC/WAKE EZ5241 USGS QUAD - GARNER (1993) EZ5241 EZ5241 *CURRENT SURVEY CONTROL EZ5241 ___________________________________________________________________ EZ5241* NAD 83(1986)- 35 38 10.45980(N) 078 37 09.14490(W) ADJUSTED EZ5241* NAVD 88 - 111.1 (meters) 365. (feet) VERTCON EZ5241 ___________________________________________________________________ EZ5241 LAPLACE CORR- -7.04 (seconds) DEFLEC99 EZ5241 GEOID HEIGHT- -33.25 (meters) GEOID03 EZ5241 EZ5241 HORZ ORDER - SECOND EZ5241 EZ5241.The North Carolina HARNS have been completed but, EZ5241.due to contractual restrictions, coordinates for these stations EZ5241.will NOT be published in the near future. In the interim, the EZ5241.published coordinates in North Carolina will not be EZ5241.consistent with the Continuously Operating Reference Stations EZ5241.(CORS). The HARN coordinates for these stations are available EZ5241.upon request. Contact Gary Thompson(919-733-3836). EZ5241. EZ5241.In addition, the published North Carolina positions EZ5241.(NAD 83 (1986)) are NOT consistent with those determined in EZ5241.adjacent state readjustments. The discontinuity between stations EZ5241.located in North Carolina and those in adjacent states EZ5241.which have been adjusted to the HARN may be as much as 5 EZ5241.decimeters. This will result in a significant loss of accuracy EZ5241.over lines crossing such state borders. EZ5241 EZ5241 EZ5241.The horizontal coordinates were established by classical geodetic methods EZ5241.and adjusted by the National Geodetic Survey in July 1986. EZ5241 EZ5241.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5241 EZ5241.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5241 EZ5241.The geoid height was determined by GEOID03. EZ5241 EZ5241; North East Units Scale Factor Converg. EZ5241;SPC NC - 209,308.614 644,088.205 MT 0.99989504 +0 13 11.2 EZ5241;SPC NC - 686,706.68 2,113,146.05 sFT 0.99989504 +0 13 11.2 EZ5241;UTM 17 - 3,946,213.693 715,576.390 MT 1.00017272 +1 23 15.6 EZ5241 EZ5241! - Elev Factor x Scale Factor = Combined Factor EZ5241!SPC NC - 0.99998777 x 0.99989504 = 0.99988281 EZ5241!UTM 17 - 0.99998777 x 1.00017272 = 1.00016049 EZ5241 EZ5241: Primary Azimuth Mark Grid Az EZ5241:SPC NC - BRITT 292 49 44.6 EZ5241:UTM 17 - BRITT 291 39 40.2 EZ5241 EZ5241|---------------------------------------------------------------------| EZ5241| PID Reference Object Distance Geod. Az | EZ5241| dddmmss.s | EZ5241| EZ2221 LASSITER 2 467.830 METERS 0850656.6 | EZ5241| EZ5238 LASSITER APPROX. 0.5 KM 0945636.6 | EZ5241| EZ5294 BRITT APPROX. 0.8 KM 2930255.8 | EZ5241|---------------------------------------------------------------------| EZ5241 EZ5241 SUPERSEDED SURVEY CONTROL EZ5241 EZ5241 NAD 27 - 35 38 09.90600(N) 078 37 10.11993(W) AD( ) 2 EZ5241 NGVD 29 (07/19/86) 111.4 (m) 365. (f) VERT ANG EZ5241 EZ5241.Superseded values are not recommended for survey control. EZ5241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5241.See file dsdata.txt to determine how the superseded data were derived. EZ5241 EZ5241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1557646214(NAD 83) EZ5241_MARKER: DE = TRAVERSE STATION DISK EZ5241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5241_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5241_STAMPING: RICH 1968 EZ5241_MARK LOGO: NCGS EZ5241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5241+STABILITY: SURFACE MOTION EZ5241 EZ5241 HISTORY - Date Condition Report By EZ5241 HISTORY - 1968 MONUMENTED NCGS EZ5241 HISTORY - 1976 GOOD NGS EZ5241 HISTORY - 1979 GOOD NCGS EZ5241 EZ5241 STATION DESCRIPTION EZ5241 EZ5241'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EZ5241'RICH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5241'IN THE VICINITY OF CLAYTON, NORTH CAROLINA. EZ5241' EZ5241'RICH IS LOCATED APPROXIMATELY 5.0 MILES SSW OF THE CENTER OF EZ5241'GARNER. TO REACH STATION PROCEED FROM THE INTERSECTION OF EZ5241'NC 50 WITH U.S. 70 IN GARNER, GO SOUTH ON NC 50 FOR 5.15 MILES TO EZ5241'INTERSECTION OF SR 1010, TURN RIGHT (WEST) ON SR 1010 AND GO 0.15 EZ5241'MILE TO STATION. WHICH IS ON THE NORTH BANK OF SR 1010, IN THE EZ5241'SOUTHWEST CORNER OF YARD OF A ONE STORY WHITE BRICK HOUSE WHICH EZ5241'IS THE RESIDENCE OF ALFRED SAULS. EZ5241' EZ5241'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5241'RICH 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5241'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EZ5241' EZ5241'MARK IS EZ5241' EZ5241'23.2 FT N OF C/L OF SR 1010 EZ5241' EZ5241'9.8 FT SSW OF SUPPORT POST FOR TRANSFORMER ON N SIDE OF SR EZ5241'1010, AND WITH ALUMINUM REF. TAG EZ5241' EZ5241'10.5 FT SW OF PP ON N SIDE OF SR 1010, AND WITH ALUMINUM EZ5241'REF. TAG EZ5241' EZ5241'79.8 FT WNW OF W END OF CULVERT UNDER DRIVEWAY TO ONE STORY EZ5241'BRICK HOUSE EZ5241' EZ5241'106.2 FT E OF E END OF CULVERT UNDER DRIVEWAY TO ONE STORY WHITE EZ5241'FRAME HOUSE EZ5241' EZ5241'5.6 FT NW OF END OF ANCHOR CABLE TO PP EZ5241 EZ5241 STATION RECOVERY (1976) EZ5241 EZ5241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ACD) EZ5241'RECOVERED IN GOOD CONDITION. EZ5241' EZ5241'CHANGE ONE STORY WHITE BRICK HOUSE TO READ ONE STORY BRICK HOUSE. EZ5241' EZ5241'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EZ5241'5.0 MILES SSW OF GARNER. EZ5241 EZ5241 STATION RECOVERY (1979) EZ5241 EZ5241'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EZ5241'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0862 *********************************************************************** EZ0862 DESIGNATION - RICHARD EZ0862 PID - EZ0862 EZ0862 STATE/COUNTY- NC/WAKE EZ0862 USGS QUAD - WAKE FOREST (1987) EZ0862 EZ0862 *CURRENT SURVEY CONTROL EZ0862 ___________________________________________________________________ EZ0862* NAD 83(1986)- 35 58 48.19759(N) 078 36 19.57068(W) ADJUSTED EZ0862* NAVD 88 - 123.300 (meters) 404.53 (feet) ADJUSTED EZ0862 ___________________________________________________________________ EZ0862 LAPLACE CORR- -6.63 (seconds) DEFLEC99 EZ0862 GEOID HEIGHT- -32.53 (meters) GEOID03 EZ0862 DYNAMIC HT - 123.197 (meters) 404.19 (feet) COMP EZ0862 MODELED GRAV- 979,789.4 (mgal) NAVD 88 EZ0862 EZ0862 HORZ ORDER - SECOND EZ0862 VERT ORDER - SECOND CLASS 0 EZ0862 EZ0862.The North Carolina HARNS have been completed but, EZ0862.due to contractual restrictions, coordinates for these stations EZ0862.will NOT be published in the near future. In the interim, the EZ0862.published coordinates in North Carolina will not be EZ0862.consistent with the Continuously Operating Reference Stations EZ0862.(CORS). The HARN coordinates for these stations are available EZ0862.upon request. Contact Gary Thompson(919-733-3836). EZ0862. EZ0862.In addition, the published North Carolina positions EZ0862.(NAD 83 (1986)) are NOT consistent with those determined in EZ0862.adjacent state readjustments. The discontinuity between stations EZ0862.located in North Carolina and those in adjacent states EZ0862.which have been adjusted to the HARN may be as much as 5 EZ0862.decimeters. This will result in a significant loss of accuracy EZ0862.over lines crossing such state borders. EZ0862 EZ0862 EZ0862.The horizontal coordinates were established by classical geodetic methods EZ0862.and adjusted by the National Geodetic Survey in July 1986. EZ0862 EZ0862.The orthometric height was determined by differential leveling EZ0862.and adjusted by the National Geodetic Survey in June 1991. EZ0862 EZ0862.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0862 EZ0862.The geoid height was determined by GEOID03. EZ0862 EZ0862.The dynamic height is computed by dividing the NAVD 88 EZ0862.geopotential number by the normal gravity value computed on the EZ0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0862.degrees latitude (g = 980.6199 gals.). EZ0862 EZ0862.The modeled gravity was interpolated from observed gravity values. EZ0862 EZ0862; North East Units Scale Factor Converg. EZ0862;SPC NC - 247,458.440 645,183.737 MT 0.99995326 +0 13 39.8 EZ0862;SPC NC - 811,869.90 2,116,740.31 sFT 0.99995326 +0 13 39.8 EZ0862;UTM 17 - 3,984,387.588 715,890.296 MT 1.00017434 +1 24 26.5 EZ0862 EZ0862! - Elev Factor x Scale Factor = Combined Factor EZ0862!SPC NC - 0.99998575 x 0.99995326 = 0.99993901 EZ0862!UTM 17 - 0.99998575 x 1.00017434 = 1.00016009 EZ0862 EZ0862: Primary Azimuth Mark Grid Az EZ0862:SPC NC - RAYS 286 50 44.1 EZ0862:UTM 17 - RAYS 285 39 57.4 EZ0862 EZ0862|---------------------------------------------------------------------| EZ0862| PID Reference Object Distance Geod. Az | EZ0862| dddmmss.s | EZ0862| EZ0861 GUIDE 320.085 METERS 11704 | EZ0862| EZ0864 RAYS APPROX. 0.7 KM 2870423.9 | EZ0862|---------------------------------------------------------------------| EZ0862 EZ0862 SUPERSEDED SURVEY CONTROL EZ0862 EZ0862 NAD 27 - 35 58 47.65796(N) 078 36 20.56497(W) AD( ) 2 EZ0862 NGVD 29 (??/??/92) 123.573 (m) 405.42 (f) ADJ UNCH 2 0 EZ0862 EZ0862.Superseded values are not recommended for survey control. EZ0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0862.See file dsdata.txt to determine how the superseded data were derived. EZ0862 EZ0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1589084388(NAD 83) EZ0862_MARKER: DE = TRAVERSE STATION DISK EZ0862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0862_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EZ0862_STAMPING: RICHARD 1969 EZ0862_MARK LOGO: NCGS EZ0862_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0862+STABILITY: SURFACE MOTION EZ0862 EZ0862 HISTORY - Date Condition Report By EZ0862 HISTORY - 1969 MONUMENTED NCGS EZ0862 HISTORY - 1972 GOOD NCGS EZ0862 HISTORY - 19850101 GOOD NCGS EZ0862 EZ0862 STATION DESCRIPTION EZ0862 EZ0862'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ0862'RICHARD IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ0862'ESTABLISHED IN THE VICINITY OF WAKE FOREST, NORTH CAROLINA. EZ0862' EZ0862'RICHARD IS LOCATED APPROXIMATELY 5.2 MILES WEST OF WAKE EZ0862'FOREST. TO REACH STATION PROCEED FROM THE INTERSECTION EZ0862'OF U.S. 1 AND NC 98, GO WEST ON NC 98 FOR 4.4 MILES TO EZ0862'STATION ON NORTH SIDE OF ROAD, IN SOUTHEAST CORNER OF EZ0862'YARD OF PROPERTY OF C.O. RAY. STATION IS 0.4 MILE EAST EZ0862'OF SR 1917 AND 0.2 MILE EAST OF WEST END OF LOOP ROAD SR 2004. EZ0862' EZ0862'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, EZ0862'STAMPED RICHARD 1969, SET IN THE TOP OF A CONCRETE CYLINDER, EZ0862'THE TOP OF WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ0862' EZ0862'MARK IS EZ0862' EZ0862'57.2 FT N OF C/L OF NC 98 EZ0862' EZ0862'17.3 FT NW OF PP, WITH ALUMINUM REF. TAG EZ0862' EZ0862'7.0 FT SE OF 1 INCH CEDAR TREE EZ0862' EZ0862'60.2 FT SE OF HOUSE EZ0862' EZ0862'48.1 FT S OF 6 INCH PINE TREE EZ0862' EZ0862'150.4 FT E OF DRIVEWAY EZ0862 EZ0862 STATION RECOVERY (1972) EZ0862 EZ0862'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0862'5.2 MI W FROM WAKE FOREST. EZ0862'FROM INTERSECTION OF U.S. 1 AND NC 98 GO W ON NC 98 FOR 4.4 EZ0862'MILES TO STATION ON N SIDE OF ROAD, IN SE CORNER OF YARD OF EZ0862'PROPERTY OF G.O. RAY. STATION IS 0.4 MILE E OF SR 1917 AND EZ0862'0.2 MILE E OF W END OF LOOP ROAD SR 2004, 57.2 FT N OF C/L OF EZ0862'NC 98, 17.3 FT NW OF PP WITH ALUM. REF. TAG, 60.2 FT SE OF HOUSE, EZ0862'48.1 FT S OF 6 INCH PINE TREE AND 150.4 FT E OF DRIVEWAY. STATION EZ0862'IS 2 INCHES BELOW THE GROUND. EZ0862 EZ0862 STATION RECOVERY (1985) EZ0862 EZ0862'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0862'STATION IS LOCATED ABOUT 8.5 KM (5.30 MI) WEST OF WAKE FOREST, AND 5.0 EZ0862'KM (3.10 MI) NORTH-NORTHWEST OF FALLS COMMUNITY. PROCEED ALONG NC 98 EZ0862'FOR 6.6 KM (4.10 MI) WEST FROM THE US 1 OVERPASS, OR ABOUT 0.3 KM EZ0862'(0.20 MI) EAST OF SR 1917 (STONY HILL ROAD), THENCE SOUTH ALONG SR EZ0862'2004 (CHOPLIN ROAD) FOR APPROXIMATELY 150 FT (45.7 M) , THENCE EAST EZ0862'ALONG SR 1966 (OLD KEITH ROAD-ALSO OLD NC 98) FOR 0.3 KM (0.20 MI) TO EZ0862'STATION IN SOUTHEAST CORNER OF C. O. RAY YARD. LOCATED 17.4 M (57.1 EZ0862'FT) NORTH OF THE CENTERLINE OF THE ROAD, 55.8 M (183.1 FT) EZ0862'SOUTH-SOUTHEAST OF THE CENTERLINE OF ROAD AT A DRIVEWAY, 18.3 M (60.0 EZ0862'FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE--AND 5.5 M (18.0 EZ0862'FT) NORTH OF A POWER POLE, 14,6 M SOUTH OF AN 8-INCH PINE--BOTH WITH EZ0862'REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5028 *********************************************************************** EZ5028 DESIGNATION - RICHLAND EZ5028 PID - EZ5028 EZ5028 STATE/COUNTY- NC/WAKE EZ5028 USGS QUAD - WAKE FOREST (1987) EZ5028 EZ5028 *CURRENT SURVEY CONTROL EZ5028 ___________________________________________________________________ EZ5028* NAD 83(1986)- 35 58 40.98650(N) 078 31 22.38372(W) ADJUSTED EZ5028* NAVD 88 - 80.06 (+/-2cm) 262.7 (feet) VERTCON EZ5028 ___________________________________________________________________ EZ5028 LAPLACE CORR- -7.10 (seconds) DEFLEC99 EZ5028 GEOID HEIGHT- -32.86 (meters) GEOID03 EZ5028 EZ5028 HORZ ORDER - SECOND EZ5028 VERT ORDER - THIRD ? (See Below) EZ5028 EZ5028.The North Carolina HARNS have been completed but, EZ5028.due to contractual restrictions, coordinates for these stations EZ5028.will NOT be published in the near future. In the interim, the EZ5028.published coordinates in North Carolina will not be EZ5028.consistent with the Continuously Operating Reference Stations EZ5028.(CORS). The HARN coordinates for these stations are available EZ5028.upon request. Contact Gary Thompson(919-733-3836). EZ5028. EZ5028.In addition, the published North Carolina positions EZ5028.(NAD 83 (1986)) are NOT consistent with those determined in EZ5028.adjacent state readjustments. The discontinuity between stations EZ5028.located in North Carolina and those in adjacent states EZ5028.which have been adjusted to the HARN may be as much as 5 EZ5028.decimeters. This will result in a significant loss of accuracy EZ5028.over lines crossing such state borders. EZ5028 EZ5028 EZ5028.The horizontal coordinates were established by classical geodetic methods EZ5028.and adjusted by the National Geodetic Survey in July 1986. EZ5028 EZ5028.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5028.The vertical order pertains to the NGVD 29 superseded value. EZ5028 EZ5028.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5028 EZ5028.The geoid height was determined by GEOID03. EZ5028 EZ5028; North East Units Scale Factor Converg. EZ5028;SPC NC - 247,268.879 652,629.446 MT 0.99995282 +0 16 31.4 EZ5028;SPC NC - 811,247.98 2,141,168.44 sFT 0.99995282 +0 16 31.4 EZ5028;UTM 17 - 3,984,351.398 723,340.127 MT 1.00021467 +1 27 21.0 EZ5028 EZ5028! - Elev Factor x Scale Factor = Combined Factor EZ5028!SPC NC - 0.99999259 x 0.99995282 = 0.99994541 EZ5028!UTM 17 - 0.99999259 x 1.00021467 = 1.00020726 EZ5028 EZ5028: Primary Azimuth Mark Grid Az EZ5028:SPC NC - MELROSE 286 55 05.4 EZ5028:UTM 17 - MELROSE 285 44 15.8 EZ5028 EZ5028|---------------------------------------------------------------------| EZ5028| PID Reference Object Distance Geod. Az | EZ5028| dddmmss.s | EZ5028| EZ5027 GOLFING 270.244 METERS 07607 | EZ5028| EZ5029 MELROSE 466.306 METERS 2871136.8 | EZ5028|---------------------------------------------------------------------| EZ5028 EZ5028 SUPERSEDED SURVEY CONTROL EZ5028 EZ5028 NAD 27 - 35 58 40.44204(N) 078 31 23.38397(W) AD( ) 2 EZ5028 NGVD 29 (07/19/86) 80.33 (m) 263.5 (f) LEVELING 3 EZ5028 EZ5028.Superseded values are not recommended for survey control. EZ5028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5028.See file dsdata.txt to determine how the superseded data were derived. EZ5028 EZ5028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2334084351(NAD 83) EZ5028_MARKER: DE = TRAVERSE STATION DISK EZ5028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5028_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5028_MAGNETIC: N = NO MAGNETIC MATERIAL EZ5028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5028+STABILITY: SURFACE MOTION EZ5028 EZ5028 HISTORY - Date Condition Report By EZ5028 HISTORY - 1978 MONUMENTED NCGS EZ5028 EZ5028 STATION DESCRIPTION EZ5028 EZ5028'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ5028'THE STATION IS LOCATED IN THE WEST SECTION OF WAKE FOREST. EZ5028' EZ5028'TO REACH THE STATION FROM THE SOUTHERNMOST INTERSECTION OF US 1A WITH EZ5028'NC 98 IN WAKE FOREST, PROCEED WESTERLY ALONG NC 98 FOR 0.65 MILE TO EZ5028'STATION ON THE LEFT, IN ROAD SHOULDER, APPROXIMATELY 200 FEET EAST OF EZ5028'NC 98 BRIDGE OVER RICHLAND CREEK AND ACROSS FROM THE SIXTH HOLE OF EZ5028'PASCHAL GOLF COURSE AND 0.95 MILE EAST OF US 1 OVERPASS. EZ5028' EZ5028'THE STATION MARK IS A STANDARD DISK STAMPED---RICHLAND 1978--- SET IN EZ5028'THE TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE. EZ5028'THE MARK IS 15.0 FEET SOUTH OF CENTERLINE OF NC 98, 52.4 FEET EZ5028'SOUTH-SOUTHEAST OF 8 INCH MULLBERRY WITH REFERENCE TAG, 34.6 FEET EZ5028'NORTH OF 8 INCH POPLAR WITH REFERENCE TAG, 17.5 FEET NORTHEAST OF EZ5028'TELEPHONE POLE 3 WITH REFERENCE TAG AND 58.5 FEET SOUTHWEST OF POWER EZ5028'POLE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0865 *********************************************************************** EZ0865 DESIGNATION - RIDGE EZ0865 PID - EZ0865 EZ0865 STATE/COUNTY- NC/WAKE EZ0865 USGS QUAD - WAKE FOREST (1987) EZ0865 EZ0865 *CURRENT SURVEY CONTROL EZ0865 ___________________________________________________________________ EZ0865* NAD 83(1986)- 35 58 51.37488(N) 078 36 58.96814(W) ADJUSTED EZ0865* NAVD 88 - 122.678 (meters) 402.49 (feet) ADJUSTED EZ0865 ___________________________________________________________________ EZ0865 LAPLACE CORR- -6.53 (seconds) DEFLEC99 EZ0865 GEOID HEIGHT- -32.48 (meters) GEOID03 EZ0865 DYNAMIC HT - 122.574 (meters) 402.14 (feet) COMP EZ0865 MODELED GRAV- 979,790.2 (mgal) NAVD 88 EZ0865 EZ0865 HORZ ORDER - SECOND EZ0865 VERT ORDER - SECOND CLASS 0 EZ0865 EZ0865.The North Carolina HARNS have been completed but, EZ0865.due to contractual restrictions, coordinates for these stations EZ0865.will NOT be published in the near future. In the interim, the EZ0865.published coordinates in North Carolina will not be EZ0865.consistent with the Continuously Operating Reference Stations EZ0865.(CORS). The HARN coordinates for these stations are available EZ0865.upon request. Contact Gary Thompson(919-733-3836). EZ0865. EZ0865.In addition, the published North Carolina positions EZ0865.(NAD 83 (1986)) are NOT consistent with those determined in EZ0865.adjacent state readjustments. The discontinuity between stations EZ0865.located in North Carolina and those in adjacent states EZ0865.which have been adjusted to the HARN may be as much as 5 EZ0865.decimeters. This will result in a significant loss of accuracy EZ0865.over lines crossing such state borders. EZ0865 EZ0865 EZ0865.The horizontal coordinates were established by classical geodetic methods EZ0865.and adjusted by the National Geodetic Survey in March 1998. EZ0865 EZ0865.The orthometric height was determined by differential leveling EZ0865.and adjusted by the National Geodetic Survey in June 1991. EZ0865 EZ0865.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0865 EZ0865.The geoid height was determined by GEOID03. EZ0865 EZ0865.The dynamic height is computed by dividing the NAVD 88 EZ0865.geopotential number by the normal gravity value computed on the EZ0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0865.degrees latitude (g = 980.6199 gals.). EZ0865 EZ0865.The modeled gravity was interpolated from observed gravity values. EZ0865 EZ0865; North East Units Scale Factor Converg. EZ0865;SPC NC - 247,552.496 644,196.436 MT 0.99995346 +0 13 17.1 EZ0865;SPC NC - 812,178.48 2,113,501.14 sFT 0.99995346 +0 13 17.1 EZ0865;UTM 17 - 3,984,461.316 714,901.052 MT 1.00016909 +1 24 03.4 EZ0865 EZ0865! - Elev Factor x Scale Factor = Combined Factor EZ0865!SPC NC - 0.99998584 x 0.99995346 = 0.99993930 EZ0865!UTM 17 - 0.99998584 x 1.00016909 = 1.00015493 EZ0865 EZ0865|---------------------------------------------------------------------| EZ0865| PID Reference Object Distance Geod. Az | EZ0865| dddmmss.s | EZ0865| EZ0864 RAYS 339.428 METERS 07147 | EZ0865| EZ0866 FAUST 265.525 METERS 27530 | EZ0865|---------------------------------------------------------------------| EZ0865 EZ0865 SUPERSEDED SURVEY CONTROL EZ0865 EZ0865 NAD 83(1986)- 35 58 51.37522(N) 078 36 58.97207(W) AD( ) 2 EZ0865 NAD 27 - 35 58 50.83694(N) 078 36 59.96459(W) AD( ) 2 EZ0865 NGVD 29 (??/??/92) 122.951 (m) 403.38 (f) ADJ UNCH 2 0 EZ0865 EZ0865.Superseded values are not recommended for survey control. EZ0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0865.See file dsdata.txt to determine how the superseded data were derived. EZ0865 EZ0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1490184461(NAD 83) EZ0865_MARKER: DE = TRAVERSE STATION DISK EZ0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0865_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EZ0865_STAMPING: RIDGE 1970 EZ0865_MARK LOGO: NCGS EZ0865_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0865+STABILITY: SURFACE MOTION EZ0865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ0865+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2005 EZ0865 EZ0865 HISTORY - Date Condition Report By EZ0865 HISTORY - 1970 MONUMENTED NCGS EZ0865 HISTORY - 1972 GOOD NCGS EZ0865 HISTORY - 19850101 GOOD NCGS EZ0865 HISTORY - 20050621 GOOD GEOCAC EZ0865 EZ0865 STATION DESCRIPTION EZ0865 EZ0865'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ0865'RIDGE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0865'VICINITY OF NORTHWEST WAKE COUNTY. EZ0865' EZ0865'RIDGE IS LOCATED APPROXIMATELY 3.5 MILES NNW OF FALLS AND 2.8 MILES EZ0865'NNE OF BAYLEAF. TO REACH STATION PROCEED FROM THE INTERSECTION OF EZ0865'NC 50 AND NC 98, GO EAST ON NC 98 FOR 3.55 MILES TO INTERSECTION OF EZ0865'NC 98 AND SR 2003, CONTINUE EAST ON NC 98 FOR 0.5 MILE TO LANE EZ0865'LEADING TO RIDGECREST BAPTIST CHURCH. STATION IS ON EAST SIDE OF EZ0865'LANE, NEAR SOUTHWEST CORNER OF CHURCH, AND 0.25 MILE WEST OF EZ0865'INTERSECTION OF NC 98 AND SR 1917. EZ0865' EZ0865'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ0865'RIDGE 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ0865'IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0865' EZ0865'MARK IS-- EZ0865'146.1 FEET S OF C/L OF NC 98. EZ0865'5.6 FEET N OF C/L OF WALK. EZ0865'18.3 FEET NNW OF NW CORNER OF CLASSROOM SECTION OF CHURCH, EZ0865'(MEASURED HORIZONTALLY). EZ0865'67.1 FEET NNE OF ALUMINUM REF. TAG ON LAMP POLE. EZ0865'64.8 FEET SE OF ALUMINUM REF. TAG ON PP W/2 EZ0865'TRANSFORMERS. 80.5 FEET SE OF 16 INCH OAK TREE (MEASURED EZ0865'HORIZONTALLY). 80.4 FEET WSW OF NW CORNER OF SANCTUARY EZ0865'OF CHURCH (MEASURED HORIZONTALLY). EZ0865 EZ0865 STATION RECOVERY (1972) EZ0865 EZ0865'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0865'2.8 MI NNE FROM BAYLEAF. EZ0865'STATION IS 2.8 MILES NNE OF BAYLEAF AND 3.5 MILES NNW OF FALLS. EZ0865'FROM INTERSECTION OF NC 50 AND NC 98 GO E ON NC 98 FOR 3.55 EZ0865'MILES TO INTERSECTION OF NC 98 AND SR 2003, CONTINUE E ON NC 98 EZ0865'FOR 0.5 MILE TO LANE LEADING TO RIDGECREST BAPTIST CHURCH. EZ0865'STATION IS ON E SIDE OF LANE, NEAR SW CORNER OF CHURCH, AND 0.25 EZ0865'MILE W OF INTERSECTION OF NC 98 AND SR 1917, 146.1 FT S OF C/L EZ0865'OF NC 98, 5.6 FT N OF C/L OF WALK, 67.1 FT NNE OF ALUM. REF. TAG EZ0865'ON LAMP POLE, 64.8 FT SE OF ALUM. REF. TAG ON PP W/2 TRANSFORMERS. EZ0865'STATION IS FLUSH WITH GROUND. EZ0865 EZ0865 STATION RECOVERY (1985) EZ0865 EZ0865'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0865'STATION IS LOCATED ABOUT 9.5 KM (5.90 MI) WEST OF WAKE FOREST, AND 4.5 EZ0865'KM (2.80 MI) NORTH-NORTHEAST OF BAYLEAF. ALONG NC 98 FOR 1.5 KM (0.95 EZ0865'MI) EAST OF THE NEUSE RIVER BRIDGE, IN YARD OF THE RIDGE CREST BAPTIST EZ0865'CHURCH, NEAR THE NORTHWEST CORNER OF THE CHURCH CLASSROOM BUILDING. EZ0865'MARK IS LOCATED 44.5 M (146.0 FT) SOUTH OF THE CENTERLINE OF THE EZ0865'HIGHWAY, 0.9 M (3.0 FT) NORTH OF THE NORTH EDGE OF SIDEWALK, 8.8 M EZ0865'(28.9 FT) EAST OF THE EAST EDGE OF A SIDEWALK ADJOINING THE PARKING EZ0865'LOT, 5.6 M (18.4 FT) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE EZ0865'CLASSROOM BUILDING, 24.5 M (80.4 FT) WEST OF THE NORTHWEST CORNER OF EZ0865'THE SANCTUARY--AND 20.4 M (66.9 FT) NORTH-NORTHEAST OF A LAMP POLE, EZ0865'19.6 M (64.3 FT) SOUTH-SOUTHEAST OF A POWER POLE WITH EZ0865'TRANSFORMER--BOTH WITH REFERENCE TAGS. MARK IS ABOUT LEVEL WITH THE EZ0865'HIGHWAY. EZ0865 EZ0865 STATION RECOVERY (2005) EZ0865 EZ0865'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ0865'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7294 *********************************************************************** AE7294 DESIGNATION - RIDGECREST BAPTIST CH SPIRE AE7294 PID - AE7294 AE7294 STATE/COUNTY- NC/WAKE AE7294 USGS QUAD - WAKE FOREST (1987) AE7294 AE7294 *CURRENT SURVEY CONTROL AE7294 ___________________________________________________________________ AE7294* NAD 83(1986)- 35 58 51.55536(N) 078 36 57.84549(W) ADJUSTED AE7294* NAVD 88 - AE7294 ___________________________________________________________________ AE7294 LAPLACE CORR- -6.53 (seconds) DEFLEC99 AE7294 GEOID HEIGHT- -32.48 (meters) GEOID03 AE7294 AE7294 HORZ ORDER - THIRD AE7294 AE7294.The North Carolina HARNS have been completed but, AE7294.due to contractual restrictions, coordinates for these stations AE7294.will NOT be published in the near future. In the interim, the AE7294.published coordinates in North Carolina will not be AE7294.consistent with the Continuously Operating Reference Stations AE7294.(CORS). The HARN coordinates for these stations are available AE7294.upon request. Contact Gary Thompson(919-733-3836). AE7294. AE7294.In addition, the published North Carolina positions AE7294.(NAD 83 (1986)) are NOT consistent with those determined in AE7294.adjacent state readjustments. The discontinuity between stations AE7294.located in North Carolina and those in adjacent states AE7294.which have been adjusted to the HARN may be as much as 5 AE7294.decimeters. This will result in a significant loss of accuracy AE7294.over lines crossing such state borders. AE7294 AE7294 AE7294.The horizontal coordinates were established by classical geodetic methods AE7294.and adjusted by the National Geodetic Survey in March 1998. AE7294 AE7294 AE7294.The Laplace correction was computed from DEFLEC99 derived deflections. AE7294 AE7294.The geoid height was determined by GEOID03. AE7294 AE7294; North East Units Scale Factor Converg. AE7294;SPC NC - 247,558.167 644,224.537 MT 0.99995347 +0 13 17.7 AE7294;SPC NC - 812,197.09 2,113,593.34 sFT 0.99995347 +0 13 17.7 AE7294;UTM 17 - 3,984,467.566 714,929.036 MT 1.00016924 +1 24 04.1 AE7294 AE7294 SUPERSEDED SURVEY CONTROL AE7294 AE7294.No superseded survey control is available for this station. AE7294 AE7294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1492984468(NAD 83) AE7294_MARKER: 90 = CHURCH SPIRE AE7294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE7294+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2005 AE7294 AE7294 HISTORY - Date Condition Report By AE7294 HISTORY - 1985 FIRST OBSERVED NCGS AE7294 HISTORY - 20050507 GOOD GEOCAC AE7294 AE7294 STATION DESCRIPTION AE7294 AE7294'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) AE7294'STATION IS LOCATED ABOUT 9.5 KM (5.90 MI) WEST OF WAKE FOREST. ALONG AE7294'NC 98 FOR 7.2 KM (4.45 MI) WEST FROM THE US 1 OVERPASS, OR 1.5 KM AE7294'(0.95 MI) EAST OF THE NEUSE RIVER BRIDGE, ON THE SOUTH SIDE OF AE7294'HIGHWAY. STATION IS THE SPIRE ON TOP OF RIDGE CREST BAPTIST CHURCH. IT AE7294'IS APPROXIMATELY 100 FEET (30.5 M) ABOVE THE GROUND AND IS PAINTED AE7294'WHITE. AE7294 AE7294 STATION RECOVERY (2005) AE7294 AE7294'RECOVERY NOTE BY GEOCACHING 2005 (PFF) AE7294'VISITED SITE. VERIFIED EXISTENCE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6604 *********************************************************************** EZ6604 DESIGNATION - RIDRO EZ6604 PID - EZ6604 EZ6604 STATE/COUNTY- NC/WAKE EZ6604 USGS QUAD - RALEIGH WEST (1988) EZ6604 EZ6604 *CURRENT SURVEY CONTROL EZ6604 ___________________________________________________________________ EZ6604* NAD 83(1986)- 35 49 56.51167(N) 078 40 35.77754(W) ADJUSTED EZ6604* NAVD 88 - 88.2 (meters) 289. (feet) VERTCON EZ6604 ___________________________________________________________________ EZ6604 LAPLACE CORR- -6.89 (seconds) DEFLEC99 EZ6604 GEOID HEIGHT- -32.62 (meters) GEOID03 EZ6604 EZ6604 HORZ ORDER - SECOND EZ6604 EZ6604.The North Carolina HARNS have been completed but, EZ6604.due to contractual restrictions, coordinates for these stations EZ6604.will NOT be published in the near future. In the interim, the EZ6604.published coordinates in North Carolina will not be EZ6604.consistent with the Continuously Operating Reference Stations EZ6604.(CORS). The HARN coordinates for these stations are available EZ6604.upon request. Contact Gary Thompson(919-733-3836). EZ6604. EZ6604.In addition, the published North Carolina positions EZ6604.(NAD 83 (1986)) are NOT consistent with those determined in EZ6604.adjacent state readjustments. The discontinuity between stations EZ6604.located in North Carolina and those in adjacent states EZ6604.which have been adjusted to the HARN may be as much as 5 EZ6604.decimeters. This will result in a significant loss of accuracy EZ6604.over lines crossing such state borders. EZ6604 EZ6604 EZ6604.The horizontal coordinates were established by classical geodetic methods EZ6604.and adjusted by the National Geodetic Survey in December 1992. EZ6604 EZ6604.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6604 EZ6604.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6604 EZ6604.The geoid height was determined by GEOID03. EZ6604 EZ6604; North East Units Scale Factor Converg. EZ6604;SPC NC - 231,048.997 638,819.025 MT 0.99992383 +0 11 12.0 EZ6604;SPC NC - 758,033.25 2,095,858.75 sFT 0.99992383 +0 11 12.0 EZ6604;UTM 17 - 3,967,847.245 709,862.604 MT 1.00014273 +1 21 38.3 EZ6604 EZ6604! - Elev Factor x Scale Factor = Combined Factor EZ6604!SPC NC - 0.99999128 x 0.99992383 = 0.99991511 EZ6604!UTM 17 - 0.99999128 x 1.00014273 = 1.00013401 EZ6604 EZ6604 SUPERSEDED SURVEY CONTROL EZ6604 EZ6604 NGVD 29 (12/28/92) 88.5 (m) 290. (f) VERT ANG EZ6604 EZ6604.Superseded values are not recommended for survey control. EZ6604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6604.See file dsdata.txt to determine how the superseded data were derived. EZ6604 EZ6604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0986367847(NAD 83) EZ6604_MARKER: DH = HORIZONTAL CONTROL DISK EZ6604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6604_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6604_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6604+STABILITY: SURFACE MOTION EZ6604 EZ6604 HISTORY - Date Condition Report By EZ6604 HISTORY - 1984 MONUMENTED NCGS EZ6604 EZ6604 STATION DESCRIPTION EZ6604 EZ6604'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6604'THE STATION IS LOCATED ABOUT 6.8 KM (4.2 MI) NORTH-NORTHWEST OF THE EZ6604'CAPITOL SQUARE IN RALEIGH. EZ6604' EZ6604'ALONG US 1 AND 64 BYPASS FOR 0.7 KM (0.45 MI) SOUTHWEST FROM THE EZ6604'GLENWOOD AVENUE UNDERPASS, AT THE SOUTHWEST END OF THE ACCESS RAMP EZ6604'FROM GLENWOOD AVENUE AND US 70, ON THE WEST SIDE OF THE HIGHWAY EZ6604'OPPOSITE A CATCH BASIN IN THE MEDIAN. EZ6604' EZ6604'THE STATION IS A STANDARD NCGS DISK STAMPED---RIDRO 1984---, EZ6604'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6604'25 CM IN DIAMETER RECESSED 3 CM BELOW GROUND. LOCATED EZ6604'3.4 METERS (13.2 FT) NORTHWEST OF THE WEST EDGE OF THE PAVEMENT, EZ6604'0.8 METERS (2.6 FT) NORTHWEST OF THE GUARD RAIL, EZ6604'14.6 METERS (47.5 FT) SOUTHWEST OF THE FIFTH REFLECTOR POST FROM EZ6604'NORTH, EZ6604'168.0 METERS (551 FT) NORTHEAST OF ROUTE--US 1--SIGN, EZ6604'1.0 METER (3.2 FT) NORTH OF A GUARD RAIL POST, EZ6604'1.3 METERS (4.3 FT) WEST OF A GUARD RAIL POST, AND EZ6604'5.4 METERS (17.8 FT) SOUTHEAST OF A 6-INCH POPLAR WITH A REFERENCE EZ6604'TAG. EZ6604' EZ6604'MARK IS LEVEL WITH HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2508 *********************************************************************** EZ2508 DESIGNATION - RIVER EZ2508 PID - EZ2508 EZ2508 STATE/COUNTY- NC/WAKE EZ2508 USGS QUAD - WAKE FOREST (1987) EZ2508 EZ2508 *CURRENT SURVEY CONTROL EZ2508 ___________________________________________________________________ EZ2508* NAD 83(1986)- 35 53 21.26956(N) 078 31 20.88295(W) ADJUSTED EZ2508* NAVD 88 - 74.737 (meters) 245.20 (feet) ADJUSTED EZ2508 ___________________________________________________________________ EZ2508 LAPLACE CORR- -7.22 (seconds) DEFLEC99 EZ2508 GEOID HEIGHT- -33.15 (meters) GEOID03 EZ2508 DYNAMIC HT - 74.673 (meters) 244.99 (feet) COMP EZ2508 MODELED GRAV- 979,770.7 (mgal) NAVD 88 EZ2508 EZ2508 HORZ ORDER - SECOND EZ2508 VERT ORDER - SECOND CLASS II EZ2508 EZ2508.The North Carolina HARNS have been completed but, EZ2508.due to contractual restrictions, coordinates for these stations EZ2508.will NOT be published in the near future. In the interim, the EZ2508.published coordinates in North Carolina will not be EZ2508.consistent with the Continuously Operating Reference Stations EZ2508.(CORS). The HARN coordinates for these stations are available EZ2508.upon request. Contact Gary Thompson(919-733-3836). EZ2508. EZ2508.In addition, the published North Carolina positions EZ2508.(NAD 83 (1986)) are NOT consistent with those determined in EZ2508.adjacent state readjustments. The discontinuity between stations EZ2508.located in North Carolina and those in adjacent states EZ2508.which have been adjusted to the HARN may be as much as 5 EZ2508.decimeters. This will result in a significant loss of accuracy EZ2508.over lines crossing such state borders. EZ2508 EZ2508 EZ2508.The horizontal coordinates were established by classical geodetic methods EZ2508.and adjusted by the National Geodetic Survey in July 1986. EZ2508 EZ2508.The orthometric height was determined by differential leveling EZ2508.and adjusted by the National Geodetic Survey in June 1991. EZ2508 EZ2508.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2508 EZ2508.The geoid height was determined by GEOID03. EZ2508 EZ2508.The dynamic height is computed by dividing the NAVD 88 EZ2508.geopotential number by the normal gravity value computed on the EZ2508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2508.degrees latitude (g = 980.6199 gals.). EZ2508 EZ2508.The modeled gravity was interpolated from observed gravity values. EZ2508 EZ2508; North East Units Scale Factor Converg. EZ2508;SPC NC - 237,415.543 652,714.442 MT 0.99993437 +0 16 32.2 EZ2508;SPC NC - 778,920.83 2,141,447.30 sFT 0.99993437 +0 16 32.2 EZ2508;UTM 17 - 3,974,499.216 723,627.911 MT 1.00021627 +1 27 10.7 EZ2508 EZ2508! - Elev Factor x Scale Factor = Combined Factor EZ2508!SPC NC - 0.99999347 x 0.99993437 = 0.99992784 EZ2508!UTM 17 - 0.99999347 x 1.00021627 = 1.00020974 EZ2508 EZ2508: Primary Azimuth Mark Grid Az EZ2508:SPC NC - RUN 052 51 14.7 EZ2508:UTM 17 - RUN 051 40 36.2 EZ2508 EZ2508|---------------------------------------------------------------------| EZ2508| PID Reference Object Distance Geod. Az | EZ2508| dddmmss.s | EZ2508| EZ2507 RUN 412.724 METERS 0530746.9 | EZ2508|---------------------------------------------------------------------| EZ2508 EZ2508 SUPERSEDED SURVEY CONTROL EZ2508 EZ2508 NAD 27 - 35 53 20.72672(N) 078 31 21.87452(W) AD( ) 2 EZ2508 NGVD 29 (??/??/92) 75.015 (m) 246.11 (f) ADJ UNCH 2 2 EZ2508 EZ2508.Superseded values are not recommended for survey control. EZ2508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2508.See file dsdata.txt to determine how the superseded data were derived. EZ2508 EZ2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2362874499(NAD 83) EZ2508_MARKER: DE = TRAVERSE STATION DISK EZ2508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2508_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2508_STAMPING: RIVER 1976 EZ2508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2508+STABILITY: SURFACE MOTION EZ2508_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ2508+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2004 EZ2508 EZ2508 HISTORY - Date Condition Report By EZ2508 HISTORY - 1976 MONUMENTED NCGS EZ2508 HISTORY - 1976 GOOD NCGS EZ2508 HISTORY - 1987 GOOD USPSQD EZ2508 HISTORY - 20041117 GOOD USPSQD EZ2508 EZ2508 STATION DESCRIPTION EZ2508 EZ2508'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2508'RIVER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2508'IN THE VICINITY OF ROLESVILLE, NORTH CAROLINA. EZ2508' EZ2508'RIVER IS LOCATED APPROXIMATELY 4.3 MILES WSW OF ROLESVILLE EZ2508'AND 6.2 MILES SOUTH OF WAKE FOREST. TO REACH STATION FROM THE EZ2508'MAIN CROSSROADS IN ROLESVILLE, PROCEED SOUTHWEST ALONG U.S. 401 EZ2508'FOR 4.4 MILES TO STATION ON RIGHT, NEAR WOODS LINE AND AT THE EZ2508'SOUTHWEST END OF A 10 FOOT CUT AND 0.5 MILES NORTHEAST OF EZ2508'BRIDGE OVER NEUSE RIVER. EZ2508' EZ2508'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2508'RIVER 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2508'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2508' EZ2508'MARK IS 30.7 FT NW OF C/L OF U.S. 401 EZ2508' EZ2508'28.8 FT SSW OF POWER POLE WITH ALUMINUM REF. TAG EZ2508' EZ2508'12.8 FT SW OF 10 INCH PINE WITH ALUMINUM REF. TAG EZ2508' EZ2508'47.1 FT ENE OF 14 INCH OAK WITH ALUMINUM REF. TAG EZ2508' EZ2508'42.9 FT SE OF 12 INCH PINE WITH ALUMINUM REF. TAG EZ2508' EZ2508'36.6 FT SSE OF 10 INCH OAK WITH ALUMINUM REF. TAG EZ2508 EZ2508 STATION RECOVERY (1976) EZ2508 EZ2508'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2508'4.3 MI WSW FROM ROLESVILLE. EZ2508'TO REACH STATION FROM THE MAIN CROSSROADS IN ROLESVILLE, PROCEED EZ2508'SOUTHWEST ALONG US 401 FOR 4.4 MILES TO STATION ON RIGHT, NEAR WOODS EZ2508'LINE AND AT THE SOUTHWEST END OF A 10 FOOT CUT, AND 0.5 MILE NORTHEAST EZ2508'OF BRIDGE OVER THE NEUSE RIVER. 30.7 FT. NW OF C/L OF US 401, 28.8 EZ2508'FT. SSW OF PP WITH ALUMINUM REF. TAG, 12.8 FT. SW OF 10 INCH PINE WITH EZ2508'ALUMINUM REF. TAG, 47.1 FT. ENE OF 14 INCH OAK WITH ALUMINUM REF. TAG, EZ2508'42.9 FT. SE OF 12 INCH PINE WITH ALUMINUM REF. TAG, AND 36.6 FT. SSE EZ2508'OF 10 INCH OAK WITH ALUMINUM REF. TAG. DISK IS SET IN CONCRETE EZ2508'CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND. EZ2508 EZ2508 STATION RECOVERY (1987) EZ2508 EZ2508'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ2508'RECOVERED IN GOOD CONDITION. EZ2508 EZ2508 STATION RECOVERY (2004) EZ2508 EZ2508'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ2508'RECOVERED AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5158 *********************************************************************** EZ5158 DESIGNATION - RNG RALEIGH RADIO RDU EZ5158 PID - EZ5158 EZ5158 STATE/COUNTY- NC/WAKE EZ5158 USGS QUAD - RALEIGH WEST (1988) EZ5158 EZ5158 *CURRENT SURVEY CONTROL EZ5158 ___________________________________________________________________ EZ5158* NAD 83(1986)- 35 50 44.26089(N) 078 42 29.55238(W) ADJUSTED EZ5158* NAVD 88 - EZ5158 ___________________________________________________________________ EZ5158 LAPLACE CORR- -7.16 (seconds) DEFLEC99 EZ5158 GEOID HEIGHT- -32.46 (meters) GEOID03 EZ5158 EZ5158 HORZ ORDER - THIRD EZ5158 EZ5158.The North Carolina HARNS have been completed but, EZ5158.due to contractual restrictions, coordinates for these stations EZ5158.will NOT be published in the near future. In the interim, the EZ5158.published coordinates in North Carolina will not be EZ5158.consistent with the Continuously Operating Reference Stations EZ5158.(CORS). The HARN coordinates for these stations are available EZ5158.upon request. Contact Gary Thompson(919-733-3836). EZ5158. EZ5158.In addition, the published North Carolina positions EZ5158.(NAD 83 (1986)) are NOT consistent with those determined in EZ5158.adjacent state readjustments. The discontinuity between stations EZ5158.located in North Carolina and those in adjacent states EZ5158.which have been adjusted to the HARN may be as much as 5 EZ5158.decimeters. This will result in a significant loss of accuracy EZ5158.over lines crossing such state borders. EZ5158 EZ5158 EZ5158.The horizontal coordinates were established by classical geodetic methods EZ5158.and adjusted by the National Geodetic Survey in July 1986. EZ5158 EZ5158 EZ5158.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5158 EZ5158.The geoid height was determined by GEOID03. EZ5158 EZ5158; North East Units Scale Factor Converg. EZ5158;SPC NC - 232,511.717 635,959.368 MT 0.99992620 +0 10 06.3 EZ5158;SPC NC - 762,832.19 2,086,476.69 sFT 0.99992620 +0 10 06.3 EZ5158;UTM 17 - 3,969,251.359 706,972.969 MT 1.00012789 +1 20 33.2 EZ5158 EZ5158 SUPERSEDED SURVEY CONTROL EZ5158 EZ5158 NAD 27 - 35 50 43.72900(N) 078 42 30.53500(W) AD( ) 3 EZ5158 EZ5158.Superseded values are not recommended for survey control. EZ5158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5158.See file dsdata.txt to determine how the superseded data were derived. EZ5158 EZ5158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0697369251(NAD 83) EZ5158_MARKER: 43 = RADIO/TV TOWER EZ5158 EZ5158 HISTORY - Date Condition Report By EZ5158 HISTORY - 1957 FIRST OBSERVED CGS EZ5158 HISTORY - 1963 MARK NOT FOUND CGS EZ5158 EZ5158 STATION DESCRIPTION EZ5158 EZ5158'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE) EZ5158'THE STATION IS ABOUT 5-1/2 MILES NORTHWEST OF RALEIGH, 6-1/2 MILES EZ5158'NORTHEAST OF CARY AND JUST NORTH OF CRABTREE CREEK. THE POINT EZ5158'INTERSECTED WAS THE CENTER TOWER OF 5. THE TOWER IS ABOUT 120 FEET EZ5158'HIGH. EZ5158' EZ5158'TO REACH FROM PRISON FARM ROAD AND BRIDGE OVER CRABTREE CREEK ABOUT EZ5158'2-1/2 MILES NORTH OF THE STATE PRISON FARM. GO NORTH ON PRISON EZ5158'FARM ROAD FOR 0.35 MILES TO A REVERSE FORK RIGHT. TURN SHARP EZ5158'RIGHT ON CLAY ROAD FOR 0.25 MILE AND STATION. EZ5158 EZ5158 STATION RECOVERY (1963) EZ5158 EZ5158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (FBM) EZ5158'THIS STATION WAS NOT VISITED, BUT ACCORDING TO INFORMATION EZ5158'RECEIVED FROM LOCAL F.A.A. OFFICIALS THE FIVE TOWERS WITH THEIR EZ5158'FOUNDATIONS HAVE BEEN REMOVED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7343 *********************************************************************** AE7343 DESIGNATION - ROBCOG AE7343 PID - AE7343 AE7343 STATE/COUNTY- NC/WAKE AE7343 USGS QUAD - BAYLEAF (1987) AE7343 AE7343 *CURRENT SURVEY CONTROL AE7343 ___________________________________________________________________ AE7343* NAD 83(1986)- 35 53 04.88449(N) 078 43 35.68178(W) ADJUSTED AE7343* NAVD 88 - 138.750 (meters) 455.22 (feet) ADJUSTED AE7343 ___________________________________________________________________ AE7343 LAPLACE CORR- -7.38 (seconds) DEFLEC99 AE7343 GEOID HEIGHT- -32.27 (meters) GEOID03 AE7343 DYNAMIC HT - 138.633 (meters) 454.83 (feet) COMP AE7343 MODELED GRAV- 979,783.8 (mgal) NAVD 88 AE7343 AE7343 HORZ ORDER - SECOND AE7343 VERT ORDER - SECOND CLASS II AE7343 AE7343.The North Carolina HARNS have been completed but, AE7343.due to contractual restrictions, coordinates for these stations AE7343.will NOT be published in the near future. In the interim, the AE7343.published coordinates in North Carolina will not be AE7343.consistent with the Continuously Operating Reference Stations AE7343.(CORS). The HARN coordinates for these stations are available AE7343.upon request. Contact Gary Thompson(919-733-3836). AE7343. AE7343.In addition, the published North Carolina positions AE7343.(NAD 83 (1986)) are NOT consistent with those determined in AE7343.adjacent state readjustments. The discontinuity between stations AE7343.located in North Carolina and those in adjacent states AE7343.which have been adjusted to the HARN may be as much as 5 AE7343.decimeters. This will result in a significant loss of accuracy AE7343.over lines crossing such state borders. AE7343 AE7343 AE7343.The horizontal coordinates were established by classical geodetic methods AE7343.and adjusted by the National Geodetic Survey in March 1998. AE7343 AE7343.The orthometric height was determined by differential leveling AE7343.and adjusted by the National Geodetic Survey in September 1998. AE7343 AE7343.The Laplace correction was computed from DEFLEC99 derived deflections. AE7343 AE7343.The geoid height was determined by GEOID03. AE7343 AE7343.The dynamic height is computed by dividing the NAVD 88 AE7343.geopotential number by the normal gravity value computed on the AE7343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7343.degrees latitude (g = 980.6199 gals.). AE7343 AE7343.The modeled gravity was interpolated from observed gravity values. AE7343 AE7343; North East Units Scale Factor Converg. AE7343;SPC NC - 236,840.867 634,288.097 MT 0.99993349 +0 09 28.1 AE7343;SPC NC - 777,035.41 2,080,993.53 sFT 0.99993349 +0 09 28.1 AE7343;UTM 17 - 3,973,546.169 705,212.957 MT 1.00011894 +1 19 59.0 AE7343 AE7343! - Elev Factor x Scale Factor = Combined Factor AE7343!SPC NC - 0.99998329 x 0.99993349 = 0.99991678 AE7343!UTM 17 - 0.99998329 x 1.00011894 = 1.00010223 AE7343 AE7343 SUPERSEDED SURVEY CONTROL AE7343 AE7343 NGVD 29 (03/10/98) 139.02 (m) 456.1 (f) LEVELING 3 AE7343 AE7343.Superseded values are not recommended for survey control. AE7343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7343.See file dsdata.txt to determine how the superseded data were derived. AE7343 AE7343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0521373546(NAD 83) AE7343_MARKER: DH = HORIZONTAL CONTROL DISK AE7343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7343_STAMPING: ROBCOG 1986 AE7343_MARK LOGO: NCGS AE7343_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7343+STABILITY: SURFACE MOTION AE7343 AE7343 HISTORY - Date Condition Report By AE7343 HISTORY - 1986 MONUMENTED NCGS AE7343 HISTORY - 19870101 GOOD NCGS AE7343 AE7343 STATION DESCRIPTION AE7343 AE7343'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7343'STATION IS LOCATED ABOUT 14.0 KM (8.70 MI) NORTHWEST OF CAPITOL SQUARE AE7343'(IN RALEIGH) AND 2.6 KM (1.60 MI) SOUTH OF LEESVILLE COMMUNITY. ALONG AE7343'SR 1835 (PINECREST DRIVE) FOR 1.3 KM (0.80 MI) NORTH FROM US 70 TO A AE7343'DRIVEWAY EAST, IN THE SOUTHEAST QUADRANT. MARK IS RECESSED 1 INCH AE7343'BELOW GROUND AND IS ABOUT 2 FEET (0.6 M) LOWER THAN ROAD. LOCATED 13.8 AE7343'M (45.3 FT) EAST OF THE CENTERLINE OF THE ROAD, 24.1 M (79.1 FT) SOUTH AE7343'OF THE CENTERLINE OF THE NORTH MOST DRIVE, 11.2 M (36.7 FT) WEST OF AE7343'THE SOUTH END OF A DRIVEWAY CULVERT, 15.7 M (51.5 FT) NORTHEAST OF A AE7343'SOUTHERN BELL MANHOLE COVER, 55.3 M (181.4 FT) SOUTHEAST OF A AE7343'TELEPHONE PEDESTAL (P14), 3.7 M (12.1 FT) NORTHWEST OF A 6-INCH CEDAR, AE7343'AND 25.2 M (82.7 FT) SOUTHWEST OF A POWER POLE WITH A REFERENCE TAG. AE7343 AE7343 STATION RECOVERY (1987) AE7343 AE7343'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7343'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5078 *********************************************************************** EZ5078 DESIGNATION - ROBERT EZ5078 PID - EZ5078 EZ5078 STATE/COUNTY- NC/WAKE EZ5078 USGS QUAD - RALEIGH EAST (1993) EZ5078 EZ5078 *CURRENT SURVEY CONTROL EZ5078 ___________________________________________________________________ EZ5078* NAD 83(1986)- 35 50 54.03618(N) 078 33 39.18467(W) ADJUSTED EZ5078* NAVD 88 - 88.0 (meters) 289. (feet) VERTCON EZ5078 ___________________________________________________________________ EZ5078 LAPLACE CORR- -8.05 (seconds) DEFLEC99 EZ5078 GEOID HEIGHT- -33.09 (meters) GEOID03 EZ5078 EZ5078 HORZ ORDER - SECOND EZ5078 EZ5078.The North Carolina HARNS have been completed but, EZ5078.due to contractual restrictions, coordinates for these stations EZ5078.will NOT be published in the near future. In the interim, the EZ5078.published coordinates in North Carolina will not be EZ5078.consistent with the Continuously Operating Reference Stations EZ5078.(CORS). The HARN coordinates for these stations are available EZ5078.upon request. Contact Gary Thompson(919-733-3836). EZ5078. EZ5078.In addition, the published North Carolina positions EZ5078.(NAD 83 (1986)) are NOT consistent with those determined in EZ5078.adjacent state readjustments. The discontinuity between stations EZ5078.located in North Carolina and those in adjacent states EZ5078.which have been adjusted to the HARN may be as much as 5 EZ5078.decimeters. This will result in a significant loss of accuracy EZ5078.over lines crossing such state borders. EZ5078 EZ5078 EZ5078.The horizontal coordinates were established by classical geodetic methods EZ5078.and adjusted by the National Geodetic Survey in July 1986. EZ5078 EZ5078.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5078 EZ5078.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5078 EZ5078.The geoid height was determined by GEOID03. EZ5078 EZ5078; North East Units Scale Factor Converg. EZ5078;SPC NC - 232,861.970 649,266.110 MT 0.99992669 +0 15 12.4 EZ5078;SPC NC - 763,981.31 2,130,133.90 sFT 0.99992669 +0 15 12.4 EZ5078;UTM 17 - 3,969,874.524 720,272.871 MT 1.00019792 +1 25 44.5 EZ5078 EZ5078! - Elev Factor x Scale Factor = Combined Factor EZ5078!SPC NC - 0.99999138 x 0.99992669 = 0.99991807 EZ5078!UTM 17 - 0.99999138 x 1.00019792 = 1.00018930 EZ5078 EZ5078: Primary Azimuth Mark Grid Az EZ5078:SPC NC - SNEEDEN 241 56 01.6 EZ5078:UTM 17 - SNEEDEN 240 45 29.5 EZ5078 EZ5078|---------------------------------------------------------------------| EZ5078| PID Reference Object Distance Geod. Az | EZ5078| dddmmss.s | EZ5078| EZ5079 SNEEDEN APPROX. 1.9 KM 2421114.0 | EZ5078| EZ2518 RAYFORD 187.189 METERS 28428 | EZ5078|---------------------------------------------------------------------| EZ5078 EZ5078 SUPERSEDED SURVEY CONTROL EZ5078 EZ5078 NAD 27 - 35 50 53.50104(N) 078 33 40.17880(W) AD( ) 2 EZ5078 NGVD 29 (07/19/86) 88.3 (m) 290. (f) VERT ANG EZ5078 EZ5078.Superseded values are not recommended for survey control. EZ5078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5078.See file dsdata.txt to determine how the superseded data were derived. EZ5078 EZ5078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2027369875(NAD 83) EZ5078_MARKER: DE = TRAVERSE STATION DISK EZ5078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5078_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5078_STAMPING: ROBERT 1965 EZ5078_MARK LOGO: NCGS EZ5078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5078+STABILITY: SURFACE MOTION EZ5078 EZ5078 HISTORY - Date Condition Report By EZ5078 HISTORY - 1965 MONUMENTED NCGS EZ5078 EZ5078 STATION DESCRIPTION EZ5078 EZ5078'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ5078'ROBERT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5078'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5078' EZ5078'ROBERT IS 6.5 MILES NE OF RALEIGH. LOCATED 1.2 MILES NE EZ5078'ALONG U.S. 401 FROM BRIDGE ON U.S. 1 OVER U.S. 401. 1.05 MILE NE OF EZ5078'NEW HOPE BAPTIST CHURCH. 0.65 MILES SW OF SR 2041. GO E ON EZ5078'DRIVE THROUGH ROBERT RAYFORDS YARD FOR 0.1 MILE TO STATION ON EZ5078'E SIDE OF DIRT ROAD AT CURVE AT EDGE OF WOODS. EZ5078' EZ5078'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5078'ROBERT 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5078'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5078' EZ5078'MARK IS EZ5078' EZ5078'41.0 FT E OF 8 INCH PINE WITH ALUMINUM REF. TAG EZ5078' EZ5078'24.0 FT SE OF 6 INCH GUM WITH ALUMINUM REF. TAG EZ5078' EZ5078'8.3 FT NW OF 5 INCH CHERRY WITH ALUMINUM REF. TAG EZ5078' EZ5078'5.5 FT E OF WOODS ROAD EZ5078' EZ5078'500.0 FT APPROXIMATELY, E OF U.S. 401 EZ5078' EZ5078'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7489 *********************************************************************** AE7489 DESIGNATION - ROCK AE7489 PID - AE7489 AE7489 STATE/COUNTY- NC/WAKE AE7489 USGS QUAD - RALEIGH EAST (1993) AE7489 AE7489 *CURRENT SURVEY CONTROL AE7489 ___________________________________________________________________ AE7489* NAD 83(1986)- 35 49 54.29066(N) 078 36 54.31001(W) ADJUSTED AE7489* NAVD 88 - 103.010 (meters) 337.96 (feet) ADJUSTED AE7489 ___________________________________________________________________ AE7489 LAPLACE CORR- -7.43 (seconds) DEFLEC99 AE7489 GEOID HEIGHT- -32.89 (meters) GEOID03 AE7489 DYNAMIC HT - 102.922 (meters) 337.67 (feet) COMP AE7489 MODELED GRAV- 979,776.3 (mgal) NAVD 88 AE7489 AE7489 HORZ ORDER - SECOND AE7489 VERT ORDER - SECOND CLASS II AE7489 AE7489.The North Carolina HARNS have been completed but, AE7489.due to contractual restrictions, coordinates for these stations AE7489.will NOT be published in the near future. In the interim, the AE7489.published coordinates in North Carolina will not be AE7489.consistent with the Continuously Operating Reference Stations AE7489.(CORS). The HARN coordinates for these stations are available AE7489.upon request. Contact Gary Thompson(919-733-3836). AE7489. AE7489.In addition, the published North Carolina positions AE7489.(NAD 83 (1986)) are NOT consistent with those determined in AE7489.adjacent state readjustments. The discontinuity between stations AE7489.located in North Carolina and those in adjacent states AE7489.which have been adjusted to the HARN may be as much as 5 AE7489.decimeters. This will result in a significant loss of accuracy AE7489.over lines crossing such state borders. AE7489 AE7489 AE7489.The horizontal coordinates were established by classical geodetic methods AE7489.and adjusted by the National Geodetic Survey in February 1998. AE7489 AE7489.The orthometric height was determined by differential leveling AE7489.and adjusted by the National Geodetic Survey in September 1998. AE7489 AE7489.The Laplace correction was computed from DEFLEC99 derived deflections. AE7489 AE7489.The geoid height was determined by GEOID03. AE7489 AE7489.The dynamic height is computed by dividing the NAVD 88 AE7489.geopotential number by the normal gravity value computed on the AE7489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7489.degrees latitude (g = 980.6199 gals.). AE7489 AE7489.The modeled gravity was interpolated from observed gravity values. AE7489 AE7489; North East Units Scale Factor Converg. AE7489;SPC NC - 231,000.377 644,377.305 MT 0.99992372 +0 13 19.8 AE7489;SPC NC - 757,873.74 2,114,094.54 sFT 0.99992372 +0 13 19.8 AE7489;UTM 17 - 3,967,912.558 715,422.011 MT 1.00017187 +1 23 48.1 AE7489 AE7489! - Elev Factor x Scale Factor = Combined Factor AE7489!SPC NC - 0.99998899 x 0.99992372 = 0.99991271 AE7489!UTM 17 - 0.99998899 x 1.00017187 = 1.00016086 AE7489 AE7489 SUPERSEDED SURVEY CONTROL AE7489 AE7489 NGVD 29 (02/27/98) 103.29 (m) 338.9 (f) LEVELING 3 AE7489 AE7489.Superseded values are not recommended for survey control. AE7489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7489.See file dsdata.txt to determine how the superseded data were derived. AE7489 AE7489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1542267913(NAD 83) AE7489_MARKER: DH = HORIZONTAL CONTROL DISK AE7489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7489_STAMPING: ROCK 1987 AE7489_MARK LOGO: NCGS AE7489_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7489+STABILITY: SURFACE MOTION AE7489 AE7489 HISTORY - Date Condition Report By AE7489 HISTORY - 1987 MONUMENTED NCGS AE7489 HISTORY - 19870101 GOOD NCGS AE7489 AE7489 STATION DESCRIPTION AE7489 AE7489'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7489'STATION IS LOCATED ABOUT 6.1 KM (3.80 MI) NORTH-NORTHEAST OF CAPITAL AE7489'SQUARE IN RALEIGH. ALONG NEW HOPE CHURCH ROAD FOR 0.4 KM (0.25 MI) AE7489'NORTHEAST FROM OLD WAKE FOREST ROAD TO A PRIVATE DRIVE WITH STONE AE7489'COLUMNS, IN THE SHOULDER. MARK IS RECESSED 15 CM BELOW GROUND AND IS AE7489'LEVEL WITH THE ROAD. LOCATED 4.3 M (14.1 FT) SOUTH-SOUTHEAST OF THE AE7489'CENTERLINE OF THE ROAD, 9.5 M (31.2 FT) NORTHWEST OF THE NORTHEAST AE7489'CORNER OF THE WEST STONE COLUMN, 12.9 M (42.3 FT) WEST-NORTHWEST OF AE7489'THE NORTHEAST CORNER OF THE EAST STONE COLUMN, 12.6 M (41.3 FT) AE7489'WEST-NORTHWEST OF A WATER METER COVER--AND 5.5 M (18.0 FT) AE7489'EAST-NORTHEAST OF A 16-INCH ELM, 12.7 M (41.7 FT) WEST OF AN 18-INCH AE7489'OAK--BOTH WITH REFERENCE TAGS. AE7489 AE7489 STATION RECOVERY (1987) AE7489 AE7489'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7489'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1853 *********************************************************************** EZ1853 DESIGNATION - ROCKY EZ1853 PID - EZ1853 EZ1853 STATE/COUNTY- NC/WAKE EZ1853 USGS QUAD - ZEBULON (1981) EZ1853 EZ1853 *CURRENT SURVEY CONTROL EZ1853 ___________________________________________________________________ EZ1853* NAD 83(1986)- 35 48 55.11111(N) 078 15 40.42400(W) ADJUSTED EZ1853* NAVD 88 - 73.664 (meters) 241.68 (feet) ADJUSTED EZ1853 ___________________________________________________________________ EZ1853 LAPLACE CORR- -2.54 (seconds) DEFLEC99 EZ1853 GEOID HEIGHT- -34.14 (meters) GEOID03 EZ1853 DYNAMIC HT - 73.599 (meters) 241.47 (feet) COMP EZ1853 MODELED GRAV- 979,756.1 (mgal) NAVD 88 EZ1853 EZ1853 HORZ ORDER - SECOND EZ1853 VERT ORDER - SECOND CLASS I EZ1853 EZ1853.The North Carolina HARNS have been completed but, EZ1853.due to contractual restrictions, coordinates for these stations EZ1853.will NOT be published in the near future. In the interim, the EZ1853.published coordinates in North Carolina will not be EZ1853.consistent with the Continuously Operating Reference Stations EZ1853.(CORS). The HARN coordinates for these stations are available EZ1853.upon request. Contact Gary Thompson(919-733-3836). EZ1853. EZ1853.In addition, the published North Carolina positions EZ1853.(NAD 83 (1986)) are NOT consistent with those determined in EZ1853.adjacent state readjustments. The discontinuity between stations EZ1853.located in North Carolina and those in adjacent states EZ1853.which have been adjusted to the HARN may be as much as 5 EZ1853.decimeters. This will result in a significant loss of accuracy EZ1853.over lines crossing such state borders. EZ1853 EZ1853 EZ1853.The horizontal coordinates were established by classical geodetic methods EZ1853.and adjusted by the National Geodetic Survey in July 1986. EZ1853 EZ1853.The orthometric height was determined by differential leveling EZ1853.and adjusted by the National Geodetic Survey in June 1991. EZ1853 EZ1853.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1853 EZ1853.The geoid height was determined by GEOID03. EZ1853 EZ1853.The dynamic height is computed by dividing the NAVD 88 EZ1853.geopotential number by the normal gravity value computed on the EZ1853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1853.degrees latitude (g = 980.6199 gals.). EZ1853 EZ1853.The modeled gravity was interpolated from observed gravity values. EZ1853 EZ1853; North East Units Scale Factor Converg. EZ1853;SPC NC - 229,357.536 676,360.616 MT 0.99992086 +0 25 35.0 EZ1853;SPC NC - 752,483.85 2,219,026.45 sFT 0.99992086 +0 25 35.0 EZ1853;UTM 17 - 3,966,926.037 747,443.145 MT 1.00035454 +1 36 12.5 EZ1853 EZ1853! - Elev Factor x Scale Factor = Combined Factor EZ1853!SPC NC - 0.99999380 x 0.99992086 = 0.99991466 EZ1853!UTM 17 - 0.99999380 x 1.00035454 = 1.00034833 EZ1853 EZ1853 SUPERSEDED SURVEY CONTROL EZ1853 EZ1853 NAD 27 - 35 48 54.55349(N) 078 15 41.43200(W) AD( ) 2 EZ1853 NGVD 29 (??/??/92) 73.955 (m) 242.63 (f) ADJ UNCH 2 1 EZ1853 EZ1853.Superseded values are not recommended for survey control. EZ1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1853.See file dsdata.txt to determine how the superseded data were derived. EZ1853 EZ1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4744366926(NAD 83) EZ1853_MARKER: DE = TRAVERSE STATION DISK EZ1853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1853_SP_SET: CONCRETE POST EZ1853_STAMPING: ROCKY 1969 EZ1853_MARK LOGO: NCGS EZ1853_PROJECTION: RECESSED 15 CENTIMETERS EZ1853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1853+STABILITY: SURFACE MOTION EZ1853 EZ1853 HISTORY - Date Condition Report By EZ1853 HISTORY - 1969 MONUMENTED NCGS EZ1853 HISTORY - 1978 GOOD NCGS EZ1853 EZ1853 STATION DESCRIPTION EZ1853 EZ1853'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ1853'ROCKY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1853'IN THE VICINITY OF ZEBULON, NORTH CAROLINA. EZ1853' EZ1853'ROCKY IS LOCATED APPROXIMATELY 3.0 MILES EAST OF ZEBULON. TO EZ1853'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 64 AND NC 96 EZ1853'IN ZEBULON, GO EAST ON U.S. 64 FOR 0.05 MILE TO INTERSECTION EZ1853'OF U.S. 64 AND U.S. 264, TURN RIGHT (EAST) ON U.S. 264 FOR 1.3 EZ1853'MILES TO INTERSECTION OF U.S. 264 AND NC 97, CONTINUE ON U.S. 264 EZ1853'FOR 1.6 MILES TO INTERSECTION OF U.S. 264 AND NC 39, CONTINUE ON EZ1853'U.S. 264 FOR 0.5 MILE TO STATION ON NORTH SIDE OF ROAD EZ1853'BESIDE POWER POLE AND 0.2 MILE WEST OF WAKE COUNTY LINE. EZ1853' EZ1853'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1853'ROCKY 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1853'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ1853' EZ1853'MARK IS EZ1853' EZ1853'47.2 FT NE OF C/L OF U.S. 264 EZ1853' EZ1853'9.5 FT SE OF PP WITH ALUMINUM REF. TAG EZ1853' EZ1853'106.9 FT N OF PP BRACE POLE WITH ALUMINUM REF. TAG EZ1853' EZ1853'147.4 FT NW OF 30 INCH OAK TREE EZ1853 EZ1853 STATION RECOVERY (1978) EZ1853 EZ1853'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EZ1853'3.0 MI EAST FROM ZEBULON. EZ1853'TO REACH STATION FROM THE INTERSECTION OF OLD U.S. 264 AND NC 39 EAST EZ1853'OF ZEBULON, PROCEED EAST ALONG OLD US 264 FOR 0.5 MILE TO STATION BY EZ1853'POWER POLE ON LEFT AND 0.25 MILE WEST OF BRIDGE OVER MOCCASIN CREEK, EZ1853'47.2 FT. NORTH NORTHEAST OF CENTERLINE OF OLD US 264, 7.2 FT. SOUTH- EZ1853'EAST OF POWERPOLE WITH ALUMINUM TAG, AND 106.9 FT. NORTH NORTHEAST OF EZ1853'BRACE POLE ACROSS HIGHWAY WITH ALUMINUM TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5704 *********************************************************************** EZ5704 DESIGNATION - ROGERS EZ5704 PID - EZ5704 EZ5704 STATE/COUNTY- NC/WAKE EZ5704 USGS QUAD - ZEBULON (1981) EZ5704 EZ5704 *CURRENT SURVEY CONTROL EZ5704 ___________________________________________________________________ EZ5704* NAD 83(1986)- 35 48 24.03223(N) 078 20 14.09921(W) ADJUSTED EZ5704* NAVD 88 - 83.3 (meters) 273. (feet) VERTCON EZ5704 ___________________________________________________________________ EZ5704 LAPLACE CORR- -3.96 (seconds) DEFLEC99 EZ5704 GEOID HEIGHT- -34.01 (meters) GEOID03 EZ5704 EZ5704 HORZ ORDER - SECOND EZ5704 EZ5704.The North Carolina HARNS have been completed but, EZ5704.due to contractual restrictions, coordinates for these stations EZ5704.will NOT be published in the near future. In the interim, the EZ5704.published coordinates in North Carolina will not be EZ5704.consistent with the Continuously Operating Reference Stations EZ5704.(CORS). The HARN coordinates for these stations are available EZ5704.upon request. Contact Gary Thompson(919-733-3836). EZ5704. EZ5704.In addition, the published North Carolina positions EZ5704.(NAD 83 (1986)) are NOT consistent with those determined in EZ5704.adjacent state readjustments. The discontinuity between stations EZ5704.located in North Carolina and those in adjacent states EZ5704.which have been adjusted to the HARN may be as much as 5 EZ5704.decimeters. This will result in a significant loss of accuracy EZ5704.over lines crossing such state borders. EZ5704 EZ5704 EZ5704.The horizontal coordinates were established by classical geodetic methods EZ5704.and adjusted by the National Geodetic Survey in January 1990. EZ5704 EZ5704.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5704 EZ5704.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5704 EZ5704.The geoid height was determined by GEOID03. EZ5704 EZ5704; North East Units Scale Factor Converg. EZ5704;SPC NC - 228,351.259 669,497.455 MT 0.99991939 +0 22 57.1 EZ5704;SPC NC - 749,182.42 2,196,509.57 sFT 0.99991939 +0 22 57.1 EZ5704;UTM 17 - 3,965,778.571 740,599.263 MT 1.00031338 +1 33 30.9 EZ5704 EZ5704! - Elev Factor x Scale Factor = Combined Factor EZ5704!SPC NC - 0.99999227 x 0.99991939 = 0.99991166 EZ5704!UTM 17 - 0.99999227 x 1.00031338 = 1.00030564 EZ5704 EZ5704|---------------------------------------------------------------------| EZ5704| PID Reference Object Distance Geod. Az | EZ5704| dddmmss.s | EZ5704| EZ5682 CONCRETE 379.229 METERS 04717 | EZ5704|---------------------------------------------------------------------| EZ5704 EZ5704 SUPERSEDED SURVEY CONTROL EZ5704 EZ5704 NGVD 29 (01/12/90) 83.6 (m) 274. (f) VERT ANG EZ5704 EZ5704.Superseded values are not recommended for survey control. EZ5704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5704.See file dsdata.txt to determine how the superseded data were derived. EZ5704 EZ5704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4059965779(NAD 83) EZ5704_MARKER: DE = TRAVERSE STATION DISK EZ5704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5704_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5704+STABILITY: SURFACE MOTION EZ5704_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ5704+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2005 EZ5704 EZ5704 HISTORY - Date Condition Report By EZ5704 HISTORY - 1980 MONUMENTED NCGS EZ5704 HISTORY - 1987 GOOD USPSQD EZ5704 HISTORY - 20050425 GOOD USPSQD EZ5704 EZ5704 STATION DESCRIPTION EZ5704 EZ5704'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EZ5704'THE STATION IS LOCATED APPROXIMATELY 1.8 MILES SOUTHWEST OF ZEBULON EZ5704'AND 2.4 MILES NORTHEAST OF WENDELL. EZ5704' EZ5704'TO REACH THE STATION FROM THE INTERSECTION OF US 64 BUSINESS WITH NC EZ5704'97 AT THE WEST SIDE OF ZEBULON, PROCEED SOUTHWEST ALONG US 64 BUSINESS EZ5704'FOR 1.25 MILES TO STATION IN THE RIGHT SHOULDER NEAR THE EASTERNMOST EZ5704'MOBILE HOME AND 0.3 MILE SOUTHWEST OF THE SR 2348 ENTRANCE. EZ5704' EZ5704'STATION MARK IS A STANDARD DISK STAMPED---ROGERS 1980---SET IN TOP OF EZ5704'A 10 INCH CONCRETE CYLINDER, 6 INCHES BELOW GROUND SURFACE. THE MARK EZ5704'IS 16.4 FEET NORTHWEST OF THE CENTERLINE OF US 64 BUSINESS, 58.0 FEET EZ5704'NORTHEAST OF NORTHEAST END OF CULVERT UNDER DRIVEWAY TO MOBILE HOME, EZ5704'136.6 FEET SOUTHWEST OF FIRE HYDRANT AND 47.7 FEET SOUTH OF POWER POLE EZ5704'74.0 FEET SOUTHEAST OF 18 INCH GUM, 121.0 FEET NORTHEAST OF POWER EZ5704'POLE WITH TRANSFORMER ALL WITH REFERENCE TAGS. EZ5704 EZ5704 STATION RECOVERY (1987) EZ5704 EZ5704'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ5704'RECOVERED IN GOOD CONDITION. EZ5704 EZ5704 STATION RECOVERY (2005) EZ5704 EZ5704'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ5704'N 35 48.401 EZ5704'W 078 20.235 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4463 *********************************************************************** EZ4463 DESIGNATION - ROLESVILLE EZ4463 PID - EZ4463 EZ4463 STATE/COUNTY- NC/WAKE EZ4463 USGS QUAD - ROLESVILLE (1993) EZ4463 EZ4463 *CURRENT SURVEY CONTROL EZ4463 ___________________________________________________________________ EZ4463* NAD 83(1986)- 35 55 23.90492(N) 078 27 27.02733(W) ADJUSTED EZ4463* NAVD 88 - 134.9 (meters) 443. (feet) VERTCON EZ4463 ___________________________________________________________________ EZ4463 LAPLACE CORR- -6.79 (seconds) DEFLEC99 EZ4463 GEOID HEIGHT- -33.31 (meters) GEOID03 EZ4463 EZ4463 HORZ ORDER - SECOND EZ4463 EZ4463.The North Carolina HARNS have been completed but, EZ4463.due to contractual restrictions, coordinates for these stations EZ4463.will NOT be published in the near future. In the interim, the EZ4463.published coordinates in North Carolina will not be EZ4463.consistent with the Continuously Operating Reference Stations EZ4463.(CORS). The HARN coordinates for these stations are available EZ4463.upon request. Contact Gary Thompson(919-733-3836). EZ4463. EZ4463.In addition, the published North Carolina positions EZ4463.(NAD 83 (1986)) are NOT consistent with those determined in EZ4463.adjacent state readjustments. The discontinuity between stations EZ4463.located in North Carolina and those in adjacent states EZ4463.which have been adjusted to the HARN may be as much as 5 EZ4463.decimeters. This will result in a significant loss of accuracy EZ4463.over lines crossing such state borders. EZ4463 EZ4463 EZ4463.The horizontal coordinates were established by classical geodetic methods EZ4463.and adjusted by the National Geodetic Survey in July 1986. EZ4463 EZ4463.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4463 EZ4463.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4463 EZ4463.The geoid height was determined by GEOID03. EZ4463 EZ4463; North East Units Scale Factor Converg. EZ4463;SPC NC - 241,225.184 658,558.527 MT 0.99994116 +0 18 47.2 EZ4463;SPC NC - 791,419.62 2,160,620.77 sFT 0.99994116 +0 18 47.2 EZ4463;UTM 17 - 3,978,429.384 729,394.119 MT 1.00024845 +1 29 32.4 EZ4463 EZ4463! - Elev Factor x Scale Factor = Combined Factor EZ4463!SPC NC - 0.99998405 x 0.99994116 = 0.99992521 EZ4463!UTM 17 - 0.99998405 x 1.00024845 = 1.00023250 EZ4463 EZ4463 SUPERSEDED SURVEY CONTROL EZ4463 EZ4463 NAD 27 - 35 55 23.35287(N) 078 27 28.02821(W) AD( ) 2 EZ4463 NGVD 29 (07/19/86) 135.2 (m) 444. (f) VERT ANG EZ4463 EZ4463.Superseded values are not recommended for survey control. EZ4463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4463.See file dsdata.txt to determine how the superseded data were derived. EZ4463 EZ4463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2939478429(NAD 83) EZ4463_MARKER: DE = TRAVERSE STATION DISK EZ4463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4463_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4463_STAMPING: ROLESVILLE 1969 EZ4463_MARK LOGO: NCGS EZ4463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4463+STABILITY: SURFACE MOTION EZ4463 EZ4463 HISTORY - Date Condition Report By EZ4463 HISTORY - 1969 MONUMENTED NCGS EZ4463 HISTORY - 1976 MARK NOT FOUND NGS EZ4463 EZ4463 STATION DESCRIPTION EZ4463 EZ4463'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ4463'ROLESVILLE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ4463'IN THE VICINITY OF WAKE FOREST, NORTH CAROLINA. EZ4463' EZ4463'ROLESVILLE IS LOCATED APPROXIMATELY 4.9 MILES SOUTHEAST OF EZ4463'WAKE FOREST. STATION IS IN THE TOWN OF ROLESVILLE, AT THE EZ4463'INTERSECTION OF U.S. 401, SR 1945 GOING NORTH, AND SR 1003 GOING EZ4463'SOUTH. THERE ARE FOUR TRAFFIC ISLANDS AT THE INTERSECTION, EZ4463'STATION IS ON THE NORTH SIDE OF U.S. 401 IN THE NORTHWEST TRAFFIC EZ4463'ISLAND. EZ4463' EZ4463'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ4463'ROLESVILLE 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ4463'OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ4463' EZ4463'MARK IS EZ4463' EZ4463'24.9 FT NW OF CENTER OF CROSSROADS (U.S. 401, SR 1003, SR 1945) EZ4463' EZ4463'3.6 FT SE OF STOP SIGN WITH ALUMINUM REF. TAG EZ4463' EZ4463'24.4 FT N OF GUIDE POLE FOR RED LIGHT AND ALUMINUM REF. TAG EZ4463' EZ4463'43.0 N OF SIGN POST WITH ALUMINUM REF. TAG EZ4463' EZ4463'51.8 FT W OF PP W/TRANSFORMER FOR RED LIGHT, AND WITH ALUMINUM EZ4463'REF. TAG EZ4463' EZ4463'58.0 FT E OF SW CORNER OF TOWN OFFICE EZ4463 EZ4463 STATION RECOVERY (1976) EZ4463 EZ4463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ACD) EZ4463'DESTROYED. NEW STATION TO BE ESTABLISHED IN AREA. EZ4463' EZ4463'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EZ4463'IN ROLESVILLE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2416 *********************************************************************** EZ2416 DESIGNATION - ROLESVILLE 2 EZ2416 PID - EZ2416 EZ2416 STATE/COUNTY- NC/WAKE EZ2416 USGS QUAD - ROLESVILLE (1993) EZ2416 EZ2416 *CURRENT SURVEY CONTROL EZ2416 ___________________________________________________________________ EZ2416* NAD 83(1986)- 35 55 23.86943(N) 078 27 27.15501(W) ADJUSTED EZ2416* NAVD 88 - 134.953 (meters) 442.76 (feet) ADJUSTED EZ2416 ___________________________________________________________________ EZ2416 LAPLACE CORR- -6.79 (seconds) DEFLEC99 EZ2416 GEOID HEIGHT- -33.31 (meters) GEOID03 EZ2416 DYNAMIC HT - 134.836 (meters) 442.37 (feet) COMP EZ2416 MODELED GRAV- 979,769.3 (mgal) NAVD 88 EZ2416 EZ2416 HORZ ORDER - SECOND EZ2416 VERT ORDER - SECOND CLASS II EZ2416 EZ2416.The North Carolina HARNS have been completed but, EZ2416.due to contractual restrictions, coordinates for these stations EZ2416.will NOT be published in the near future. In the interim, the EZ2416.published coordinates in North Carolina will not be EZ2416.consistent with the Continuously Operating Reference Stations EZ2416.(CORS). The HARN coordinates for these stations are available EZ2416.upon request. Contact Gary Thompson(919-733-3836). EZ2416. EZ2416.In addition, the published North Carolina positions EZ2416.(NAD 83 (1986)) are NOT consistent with those determined in EZ2416.adjacent state readjustments. The discontinuity between stations EZ2416.located in North Carolina and those in adjacent states EZ2416.which have been adjusted to the HARN may be as much as 5 EZ2416.decimeters. This will result in a significant loss of accuracy EZ2416.over lines crossing such state borders. EZ2416 EZ2416 EZ2416.The horizontal coordinates were established by classical geodetic methods EZ2416.and adjusted by the National Geodetic Survey in July 1986. EZ2416 EZ2416.The orthometric height was determined by differential leveling EZ2416.and adjusted by the National Geodetic Survey in June 1991. EZ2416 EZ2416.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2416 EZ2416.The geoid height was determined by GEOID03. EZ2416 EZ2416.The dynamic height is computed by dividing the NAVD 88 EZ2416.geopotential number by the normal gravity value computed on the EZ2416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2416.degrees latitude (g = 980.6199 gals.). EZ2416 EZ2416.The modeled gravity was interpolated from observed gravity values. EZ2416 EZ2416; North East Units Scale Factor Converg. EZ2416;SPC NC - 241,224.072 658,555.333 MT 0.99994116 +0 18 47.1 EZ2416;SPC NC - 791,415.98 2,160,610.29 sFT 0.99994116 +0 18 47.1 EZ2416;UTM 17 - 3,978,428.207 729,390.947 MT 1.00024844 +1 29 32.3 EZ2416 EZ2416! - Elev Factor x Scale Factor = Combined Factor EZ2416!SPC NC - 0.99998405 x 0.99994116 = 0.99992521 EZ2416!UTM 17 - 0.99998405 x 1.00024844 = 1.00023248 EZ2416 EZ2416 SUPERSEDED SURVEY CONTROL EZ2416 EZ2416 NAD 27 - 35 55 23.31727(N) 078 27 28.15617(W) AD( ) 2 EZ2416 NGVD 29 (??/??/92) 135.228 (m) 443.66 (f) ADJ UNCH 2 2 EZ2416 EZ2416.Superseded values are not recommended for survey control. EZ2416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2416.See file dsdata.txt to determine how the superseded data were derived. EZ2416 EZ2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2939178428(NAD 83) EZ2416_MARKER: DE = TRAVERSE STATION DISK EZ2416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2416_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2416_STAMPING: ROLESVILLE 2 1976 EZ2416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2416+STABILITY: SURFACE MOTION EZ2416_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ2416+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2004 EZ2416 EZ2416 HISTORY - Date Condition Report By EZ2416 HISTORY - 1976 MONUMENTED NCGS EZ2416 HISTORY - 1976 GOOD NCGS EZ2416 HISTORY - 20041120 GOOD USPSQD EZ2416 EZ2416 STATION DESCRIPTION EZ2416 EZ2416'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2416'ROLESVILLE 2 IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ2416'ESTABLISHED IN THE VICINITY OF ROLESVILLE, NORTH CAROLINA. EZ2416' EZ2416'ROLESVILLE 2 IS LOCATED IN THE CENTER OF ROLESVILLE, AT THE EZ2416'MAIN CROSSROADS, IN A SMALL ASPHALT ISLAND IN THE NORTHWEST EZ2416'QUADRANT OF THE INTERSECTION AND ACROSS SR 1945 FROM THE EZ2416'ROLESVILLE TOWN OFFICE. EZ2416' EZ2416'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2416'ROLESVILLE 2 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE EZ2416'TOP OF WHICH IS FLUSH WITH THE ASPHALT ISLAND. EZ2416' EZ2416'MARK IS 28.7 FT NW OF CENTER OF U.S. 401 EZ2416' EZ2416'40.6 FT WSW OF C/L OF SR 1945 EZ2416' EZ2416'38.4 FT W OF C/L INTERSECTION OF CROSSROADS EZ2416' EZ2416'9.5 FT SSW OF POWER POLE WITH ALUMINUM REF. TAG EZ2416' EZ2416'50.0 FT E OF SOUTHEAST CORNER OF ROLESVILLE DRUG CO. EZ2416' EZ2416'49.0 FT ESE OF SOUTHEAST CORNER OF CLOTHING OUTLET STORE EZ2416' EZ2416'ROLESVILLE 2 REPLACES ROLESVILLE 1969 WHICH WAS DESTROYED. EZ2416 EZ2416 STATION RECOVERY (1976) EZ2416 EZ2416'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2416'IN ROLESVILLE. EZ2416'STATION IS LOCATED IN THE CENTER OF ROLESVILLE AT THE MAIN CROSSROADS, EZ2416'IN A SMALL ISLAND IN THE NORTHWEST QUADRANT OF THE INTERSECTION AND EZ2416'ACROSS SR 1945 FROM THE ROLESVILLE TOWN OFFICE. 28.7 FT. NW OF CENTER EZ2416'OF US 401, 40.6 FT. WSW OF C/L OF SR 1945, 38.4 FT. W OF C/L OF EZ2416'INTERSECTION OF CROSSROADS, 9.5 FT. SSW OF PP WITH ALUMINUM REF. TAG, EZ2416'50.0 FT. E OF SOUTHEAST CORNER OF ROLESVILLE DRUG COMPANY AND 49.0 FT. EZ2416'ESE OF SE CORNER OF CLOTHING OUTLET STORE. DISK IS SET IN CONCRETE EZ2416'CYLINDER, FLUSH WITH ASPHALT ISLAND. EZ2416 EZ2416 STATION RECOVERY (2004) EZ2416 EZ2416'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ2416'POWER POLES ARE GONE, 50 FT E SOUTHEAST CORNER NOW AN INSURANCE EZ2416'COMPANY, 49 FT ESE SOUTHEAST NOW A PORTRAIT STUDIO 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4462 *********************************************************************** EZ4462 DESIGNATION - ROLESVILLE MUN TANK EZ4462 PID - EZ4462 EZ4462 STATE/COUNTY- NC/WAKE EZ4462 USGS QUAD - ROLESVILLE (1993) EZ4462 EZ4462 *CURRENT SURVEY CONTROL EZ4462 ___________________________________________________________________ EZ4462* NAD 83(1986)- 35 55 24.23515(N) 078 27 29.79987(W) ADJUSTED EZ4462* NAVD 88 - EZ4462 ___________________________________________________________________ EZ4462 LAPLACE CORR- -6.79 (seconds) DEFLEC99 EZ4462 GEOID HEIGHT- -33.30 (meters) GEOID03 EZ4462 EZ4462 HORZ ORDER - THIRD EZ4462 EZ4462.The North Carolina HARNS have been completed but, EZ4462.due to contractual restrictions, coordinates for these stations EZ4462.will NOT be published in the near future. In the interim, the EZ4462.published coordinates in North Carolina will not be EZ4462.consistent with the Continuously Operating Reference Stations EZ4462.(CORS). The HARN coordinates for these stations are available EZ4462.upon request. Contact Gary Thompson(919-733-3836). EZ4462. EZ4462.In addition, the published North Carolina positions EZ4462.(NAD 83 (1986)) are NOT consistent with those determined in EZ4462.adjacent state readjustments. The discontinuity between stations EZ4462.located in North Carolina and those in adjacent states EZ4462.which have been adjusted to the HARN may be as much as 5 EZ4462.decimeters. This will result in a significant loss of accuracy EZ4462.over lines crossing such state borders. EZ4462 EZ4462 EZ4462.The horizontal coordinates were established by classical geodetic methods EZ4462.and adjusted by the National Geodetic Survey in July 1986. EZ4462 EZ4462 EZ4462.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4462 EZ4462.The geoid height was determined by GEOID03. EZ4462 EZ4462; North East Units Scale Factor Converg. EZ4462;SPC NC - 241,234.982 658,488.970 MT 0.99994118 +0 18 45.6 EZ4462;SPC NC - 791,451.77 2,160,392.56 sFT 0.99994118 +0 18 45.6 EZ4462;UTM 17 - 3,978,437.751 729,324.353 MT 1.00024806 +1 29 30.8 EZ4462 EZ4462 SUPERSEDED SURVEY CONTROL EZ4462 EZ4462 NAD 27 - 35 55 23.68135(N) 078 27 30.80116(W) AD( ) 3 EZ4462 EZ4462.Superseded values are not recommended for survey control. EZ4462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4462.See file dsdata.txt to determine how the superseded data were derived. EZ4462 EZ4462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2932478438(NAD 83) EZ4462_MARKER: 53 = ELEVATED TANK EZ4462 EZ4462 HISTORY - Date Condition Report By EZ4462 HISTORY - 1969 FIRST OBSERVED CGS EZ4462 HISTORY - 20050117 GOOD GEOCAC EZ4462 EZ4462 STATION DESCRIPTION EZ4462 EZ4462'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ) EZ4462'THE STATION IS THE CENTER OF THE TOP OF A 135 FOOT HIGH DOUBLE EZ4462'ELLIPSOIDAL ELEVATED TANK, LOCATED 250 YARDS WEST OF U.S. HIGHWAY EZ4462'401 AND 250 YARDS SOUTHWEST OF THE POST OFFICE IN ROLESVILLE. EZ4462' EZ4462'THE COMPLETE NAME OF THIS STATION IS ROLESVILLE MUNICIPAL TANK. EZ4462 EZ4462 STATION RECOVERY (2005) EZ4462 EZ4462'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ4462'VERIFIED EXISTANCE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2438 *********************************************************************** EZ2438 DESIGNATION - ROSE EZ2438 PID - EZ2438 EZ2438 STATE/COUNTY- NC/WAKE EZ2438 USGS QUAD - KNIGHTDALE (1993) EZ2438 EZ2438 *CURRENT SURVEY CONTROL EZ2438 ___________________________________________________________________ EZ2438* NAD 83(1986)- 35 48 29.27872(N) 078 27 21.78207(W) ADJUSTED EZ2438* NAVD 88 - 87.604 (meters) 287.41 (feet) ADJUSTED EZ2438 ___________________________________________________________________ EZ2438 LAPLACE CORR- -6.22 (seconds) DEFLEC99 EZ2438 GEOID HEIGHT- -33.64 (meters) GEOID03 EZ2438 DYNAMIC HT - 87.527 (meters) 287.16 (feet) COMP EZ2438 MODELED GRAV- 979,751.4 (mgal) NAVD 88 EZ2438 EZ2438 HORZ ORDER - SECOND EZ2438 VERT ORDER - SECOND CLASS II EZ2438 EZ2438.The North Carolina HARNS have been completed but, EZ2438.due to contractual restrictions, coordinates for these stations EZ2438.will NOT be published in the near future. In the interim, the EZ2438.published coordinates in North Carolina will not be EZ2438.consistent with the Continuously Operating Reference Stations EZ2438.(CORS). The HARN coordinates for these stations are available EZ2438.upon request. Contact Gary Thompson(919-733-3836). EZ2438. EZ2438.In addition, the published North Carolina positions EZ2438.(NAD 83 (1986)) are NOT consistent with those determined in EZ2438.adjacent state readjustments. The discontinuity between stations EZ2438.located in North Carolina and those in adjacent states EZ2438.which have been adjusted to the HARN may be as much as 5 EZ2438.decimeters. This will result in a significant loss of accuracy EZ2438.over lines crossing such state borders. EZ2438 EZ2438 EZ2438.The horizontal coordinates were established by classical geodetic methods EZ2438.and adjusted by the National Geodetic Survey in July 1986. EZ2438 EZ2438.The orthometric height was determined by differential leveling EZ2438.and adjusted by the National Geodetic Survey in June 1991. EZ2438 EZ2438.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2438 EZ2438.The geoid height was determined by GEOID03. EZ2438 EZ2438.The dynamic height is computed by dividing the NAVD 88 EZ2438.geopotential number by the normal gravity value computed on the EZ2438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2438.degrees latitude (g = 980.6199 gals.). EZ2438 EZ2438.The modeled gravity was interpolated from observed gravity values. EZ2438 EZ2438; North East Units Scale Factor Converg. EZ2438;SPC NC - 228,447.690 658,760.033 MT 0.99991963 +0 18 50.2 EZ2438;SPC NC - 749,498.80 2,161,281.87 sFT 0.99991963 +0 18 50.2 EZ2438;UTM 17 - 3,965,654.643 729,858.230 MT 1.00025110 +1 29 20.6 EZ2438 EZ2438! - Elev Factor x Scale Factor = Combined Factor EZ2438!SPC NC - 0.99999153 x 0.99991963 = 0.99991116 EZ2438!UTM 17 - 0.99999153 x 1.00025110 = 1.00024263 EZ2438 EZ2438 SUPERSEDED SURVEY CONTROL EZ2438 EZ2438 NAD 27 - 35 48 28.73300(N) 078 27 22.76921(W) AD( ) 2 EZ2438 NGVD 29 (??/??/92) 87.885 (m) 288.34 (f) ADJ UNCH 2 2 EZ2438 EZ2438.Superseded values are not recommended for survey control. EZ2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2438.See file dsdata.txt to determine how the superseded data were derived. EZ2438 EZ2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2985865655(NAD 83) EZ2438_MARKER: DE = TRAVERSE STATION DISK EZ2438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2438_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2438_STAMPING: ROSE 1969 EZ2438_MARK LOGO: NCGS EZ2438_PROJECTION: FLUSH EZ2438_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ2438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2438+STABILITY: SURFACE MOTION EZ2438 EZ2438 HISTORY - Date Condition Report By EZ2438 HISTORY - 1969 MONUMENTED NCGS EZ2438 HISTORY - 1976 GOOD NCGS EZ2438 HISTORY - 19860101 GOOD NCGS EZ2438 HISTORY - 1987 GOOD USPSQD EZ2438 EZ2438 STATION DESCRIPTION EZ2438 EZ2438'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ2438'ROSE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ2438'THE VICINITY OF KNIGHTDALE, NORTH CAROLINA. EZ2438' EZ2438'ROSE IS LOCATED APPROXIMATELY 1.3 MILES NORTHEAST OF EZ2438'KNIGHTDALE. TO REACH STATION PROCEED FROM THE INTERSECTION OF EZ2438'U.S. 64 AND U.S. 64 BYPASS AND U.S. 1 ON EAST SIDE OF RALEIGH, EZ2438'GO EAST ON U.S. 64 FOR 6.5 MILES TO INTERSECTION OF U.S. 64 EZ2438'AND SR 2049, CONTINUE ON U.S. 64 FOR 1.25 MILES TO STATION EZ2438'ON NORTH SIDE OF WEST BOUND LANE ON BANK APPROXIMATELY 15 FEET EZ2438'HIGH. EZ2438' EZ2438'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ2438'ROSE 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2438'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2438' EZ2438'MARK IS EZ2438' EZ2438'55.2 FT N OF C/L OF W BOUND LANE OF U.S. 64 EZ2438' EZ2438'2.9 FT S OF BARBED WIRE FENCE EZ2438' EZ2438'12.8 FT SE OF FENCE POST WITH ALUMINUM REF. TAG EZ2438' EZ2438'8.6 FT SW OF FENCE POST WITH ALUMINUM REF. TAG EZ2438' EZ2438'18.1 FT W OF PP W/TRANSFORMER AND WITH ALUMINUM REF. TAG EZ2438' EZ2438'3.7 FT. N OF EDGE OF HIGH BANK ON NORTH SIDE OF U.S. 64 EZ2438' EZ2438'21.1 FT SW OF GUY WIRE EZ2438 EZ2438 STATION RECOVERY (1976) EZ2438 EZ2438'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2438'1.8 MI NE FROM KNIGHTDALE. EZ2438'TO REACH STATION FROM THE INTERSECTION OF US 64 AND SR 2049 CROSSROADS EZ2438'IN NORTHEAST SECTION OF KNIGHTDALE, PROCEED NORTHEAST ALONG US 64 FOR EZ2438'1.25 MILES TO A CROSSOVER AND STATION ON LEFT ON TOP OF A 15 FOOT EZ2438'BANK, 0.25 MILE WEST OF SR 2500 AND SR 2234 CROSSROADS. 55.2 FT. N OF EZ2438'CENTERLINE OF WEST BOUND LANE OF US 64, 2.9 FT. S OF BARBED WIRE EZ2438'FENCE, 12.2 FT. ESE OF FENCE POST WITH ALUMINUM REF. TAG, 6.7 FT. WSW EZ2438'OF FENCE POST WITH ALUMINUM REF. TAG, 20.4 FT. WNW OF POWER POLE WITH EZ2438'TRANSFORMER AND ALUMINUM REF. TAG, 21.1 FT. WSW OF GUY WIRE AND 3.7 EZ2438'FT. N OF EDGE OF BANK. DISK IS SET IN CONCRETE CYLINDER, FLUSH WITH EZ2438'THE SURFACE OF THE GROUND. EZ2438 EZ2438 STATION RECOVERY (1986) EZ2438 EZ2438'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ2438'RECOVERED IN GOOD CONDITION. LOCATED 8.6 M (28.2 FT) SOUTHWEST OF GUY EZ2438'WIRE, 2.3 M (7.5 FT) SOUTHWEST OF FENCE POST, AND 6.3 M (20.7 FT) WEST EZ2438'OF POWER POLE WITH TRANSFORMER WITH A REFERENCE TAG. EZ2438 EZ2438 STATION RECOVERY (1987) EZ2438 EZ2438'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ2438'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0691 *********************************************************************** EZ0691 DESIGNATION - ROYS EZ0691 PID - EZ0691 EZ0691 STATE/COUNTY- NC/WAKE EZ0691 USGS QUAD - RALEIGH WEST (1988) EZ0691 EZ0691 *CURRENT SURVEY CONTROL EZ0691 ___________________________________________________________________ EZ0691* NAD 83(1986)- 35 47 39.24523(N) 078 41 24.98804(W) ADJUSTED EZ0691* NAVD 88 - 133.855 (meters) 439.16 (feet) ADJUSTED EZ0691 ___________________________________________________________________ EZ0691 LAPLACE CORR- -6.87 (seconds) DEFLEC99 EZ0691 GEOID HEIGHT- -32.66 (meters) GEOID03 EZ0691 DYNAMIC HT - 133.740 (meters) 438.78 (feet) COMP EZ0691 MODELED GRAV- 979,772.7 (mgal) NAVD 88 EZ0691 EZ0691 HORZ ORDER - SECOND EZ0691 VERT ORDER - FIRST CLASS I EZ0691 EZ0691.The North Carolina HARNS have been completed but, EZ0691.due to contractual restrictions, coordinates for these stations EZ0691.will NOT be published in the near future. In the interim, the EZ0691.published coordinates in North Carolina will not be EZ0691.consistent with the Continuously Operating Reference Stations EZ0691.(CORS). The HARN coordinates for these stations are available EZ0691.upon request. Contact Gary Thompson(919-733-3836). EZ0691. EZ0691.In addition, the published North Carolina positions EZ0691.(NAD 83 (1986)) are NOT consistent with those determined in EZ0691.adjacent state readjustments. The discontinuity between stations EZ0691.located in North Carolina and those in adjacent states EZ0691.which have been adjusted to the HARN may be as much as 5 EZ0691.decimeters. This will result in a significant loss of accuracy EZ0691.over lines crossing such state borders. EZ0691 EZ0691 EZ0691.The horizontal coordinates were established by classical geodetic methods EZ0691.and adjusted by the National Geodetic Survey in July 1986. EZ0691 EZ0691.The orthometric height was determined by differential leveling EZ0691.and adjusted by the National Geodetic Survey in June 1991. EZ0691 EZ0691.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0691 EZ0691.The geoid height was determined by GEOID03. EZ0691 EZ0691.The dynamic height is computed by dividing the NAVD 88 EZ0691.geopotential number by the normal gravity value computed on the EZ0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0691.degrees latitude (g = 980.6199 gals.). EZ0691 EZ0691.The modeled gravity was interpolated from observed gravity values. EZ0691 EZ0691; North East Units Scale Factor Converg. EZ0691;SPC NC - 226,814.728 637,597.221 MT 0.99991731 +0 10 43.6 EZ0691;SPC NC - 744,141.32 2,091,850.22 sFT 0.99991731 +0 10 43.6 EZ0691;UTM 17 - 3,963,587.912 708,727.511 MT 1.00013688 +1 21 05.0 EZ0691 EZ0691! - Elev Factor x Scale Factor = Combined Factor EZ0691!SPC NC - 0.99998412 x 0.99991731 = 0.99990143 EZ0691!UTM 17 - 0.99998412 x 1.00013688 = 1.00012099 EZ0691 EZ0691: Primary Azimuth Mark Grid Az EZ0691:SPC NC - METHOD RESET 125 40 51.0 EZ0691:UTM 17 - METHOD RESET 124 30 29.6 EZ0691 EZ0691|---------------------------------------------------------------------| EZ0691| PID Reference Object Distance Geod. Az | EZ0691| dddmmss.s | EZ0691| EZ5134 METHOD RESET APPROX. 1.0 KM 1255134.6 | EZ0691|---------------------------------------------------------------------| EZ0691 EZ0691 SUPERSEDED SURVEY CONTROL EZ0691 EZ0691 NAD 27 - 35 47 38.70616(N) 078 41 25.97396(W) AD( ) 2 EZ0691 NGVD 29 (??/??/92) 134.120 (m) 440.03 (f) ADJ UNCH 1 1 EZ0691 EZ0691.Superseded values are not recommended for survey control. EZ0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0691.See file dsdata.txt to determine how the superseded data were derived. EZ0691 EZ0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0872863588(NAD 83) EZ0691_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION EZ0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0691_STAMPING: ROYS 1961 EZ0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0691+STABILITY: SURFACE MOTION EZ0691 EZ0691 HISTORY - Date Condition Report By EZ0691 HISTORY - 1961 MONUMENTED NCGS EZ0691 HISTORY - 1967 GOOD NCGS EZ0691 HISTORY - 1979 MARK NOT FOUND LOCSUR EZ0691 HISTORY - 1984 MARK NOT FOUND USPSQD EZ0691 HISTORY - 1984 MARK NOT FOUND USPSQD EZ0691 HISTORY - 20040521 MARK NOT FOUND USPSQD EZ0691 EZ0691 STATION DESCRIPTION EZ0691 EZ0691'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ0691'ROYS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ0691'THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ0691' EZ0691'ROYS IS 2.9 MILES WNW OF RALEIGH. PROCEED WEST ON HILLSBORO EZ0691'STREET 3.1 MILES TO STATION ON LEFT SIDE OF STREET. STATION IS EZ0691'MIDWAY BETWEEN HILLSBORO STREET AND THE SEABOARD AIRLINE RAILROAD. EZ0691' EZ0691'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0691'ROYS 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ0691'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ0691' EZ0691'MARK IS EZ0691' EZ0691'40.7 FT NNE OF SE CORNER OF PARKING LOT AT ROYS DRIVE-IN EZ0691' EZ0691'61.4 FT WNW OF PP WITH ALUMINUM REF. TAG EZ0691' EZ0691'86.3 FT S OF PP ON STREET WITH ALUMINUM REF. TAG EZ0691' EZ0691'74.3 FT WSW OF SELF-SERVICE MARKET EZ0691' EZ0691'138.8 FT S OF C/L OF HILLSBORO STREET EZ0691 EZ0691 STATION RECOVERY (1967) EZ0691 EZ0691'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1967 EZ0691'3 MI NW FROM RALEIGH. EZ0691'ABOUT 3.0 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY EZ0691'RAILROAD FROM THE STATION AT RALEIGH, 0.1 MILE EAST OF MILEPOST 78, EZ0691'8 RAILS EAST OF A CROSSING OF THE RAILROAD AND BERYL ROAD, 100 EZ0691'FEET NORTH OF THE NORTH RAIL OF THE TRACK, 87 FEET NORTH OF THE EZ0691'NORTH RAIL OF THE SEABOARD COAST LINE RAILROAD COMPANY TRACK, EZ0691'139 FEET SOUTH OF THE CENTERLINE OF HILLSBORO STREET, 86 1/2 EZ0691'FEET SOUTH OF A POWER POLE WHICH BEARS AN ALUMINUM REFERENCE TAG, EZ0691'61 1/2 FEET NORTHWEST OF A POWER POLE WHICH BEARS AN ALUMINUM EZ0691'REFERENCE TAG, 6.5 FEET EAST OF THE EAST EDGE OF THE PAVED EZ0691'PARKING LOT FOR ROYS DRIVE-IN, 2 FEET EAST OF A WOODEN FENCE, EZ0691'AND SET IN THE TOP OF A CONCRETE POST ABOUT 5 INCHES BELOW THE EZ0691'SURFACE OF THE GROUND. EZ0691 EZ0691 STATION RECOVERY (1979) EZ0691 EZ0691'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (PD) EZ0691'THE STATION WAS REPORTED PROBABLY DESTROYED. IT WAS SEARCHED FOR BUT EZ0691'NOT FOUND. EZ0691 EZ0691 STATION RECOVERY (1984) EZ0691 EZ0691'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGS) EZ0691'UNABLE TO LOCATE. EZ0691' EZ0691'THE DESCRIPTION SHOULD BE REVISED AS FOLLOWS--HILLSBORO STREET SHOULD EZ0691'BE SPELLED HILLSBOROUGH ST. IN THE FIRST REFERENCE POINT ROYS EZ0691'DRIVE-IN IS NOW THE WAFFLE HOUSE. THE ALUMINUM REF. TAGS ON THE EZ0691'SECOND AND THIRD REF. POINTS ARE NOT THERE. THE REF. POINTS ARE EZ0691'DIFFICULT TO USE BECAUSE AREA HAS CHANGED, PARKING LOT CORNER HAS EZ0691'SMALL STRUCTURE ON IT. LOCATED GENERAL AREA WHERE STATION MARK EZ0691'SHOULD BE LOCATED. THE GROUND HAS BEEN STABILIZED WITH CRUSHED STONE EZ0691'AND IS DIFFICULT TO DIG. THE STATION MARK MAY STILL BE IN PLACE, EZ0691'BUT A CONSIDERABLE AREA (10 FEET X 10 FEET) WOULD NEED TO BE EZ0691'DUG BECAUSE OF THE UNCERTAINTIES OF THE REFERENCE POINTS. EZ0691 EZ0691 STATION RECOVERY (1984) EZ0691 EZ0691'RECOVERY NOTE BY US POWER SQUADRON 1984 EZ0691'MARK NOT FOUND. EZ0691 EZ0691 STATION RECOVERY (2004) EZ0691 EZ0691'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ0691'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2240 *********************************************************************** EZ2240 DESIGNATION - ROYSTER EZ2240 PID - EZ2240 EZ2240 STATE/COUNTY- NC/WAKE EZ2240 USGS QUAD - ANGIER (1993) EZ2240 EZ2240 *CURRENT SURVEY CONTROL EZ2240 ___________________________________________________________________ EZ2240* NAD 83(1986)- 35 35 40.34868(N) 078 42 18.50269(W) ADJUSTED EZ2240* NAVD 88 - 113.178 (meters) 371.32 (feet) ADJUSTED EZ2240 ___________________________________________________________________ EZ2240 LAPLACE CORR- -5.34 (seconds) DEFLEC99 EZ2240 GEOID HEIGHT- -32.97 (meters) GEOID03 EZ2240 DYNAMIC HT - 113.079 (meters) 370.99 (feet) COMP EZ2240 MODELED GRAV- 979,757.0 (mgal) NAVD 88 EZ2240 EZ2240 HORZ ORDER - SECOND EZ2240 VERT ORDER - SECOND CLASS II EZ2240 EZ2240.The North Carolina HARNS have been completed but, EZ2240.due to contractual restrictions, coordinates for these stations EZ2240.will NOT be published in the near future. In the interim, the EZ2240.published coordinates in North Carolina will not be EZ2240.consistent with the Continuously Operating Reference Stations EZ2240.(CORS). The HARN coordinates for these stations are available EZ2240.upon request. Contact Gary Thompson(919-733-3836). EZ2240. EZ2240.In addition, the published North Carolina positions EZ2240.(NAD 83 (1986)) are NOT consistent with those determined in EZ2240.adjacent state readjustments. The discontinuity between stations EZ2240.located in North Carolina and those in adjacent states EZ2240.which have been adjusted to the HARN may be as much as 5 EZ2240.decimeters. This will result in a significant loss of accuracy EZ2240.over lines crossing such state borders. EZ2240 EZ2240 EZ2240.The horizontal coordinates were established by classical geodetic methods EZ2240.and adjusted by the National Geodetic Survey in July 1986. EZ2240 EZ2240.The orthometric height was determined by differential leveling EZ2240.and adjusted by the National Geodetic Survey in June 1991. EZ2240 EZ2240.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2240 EZ2240.The geoid height was determined by GEOID03. EZ2240 EZ2240.The dynamic height is computed by dividing the NAVD 88 EZ2240.geopotential number by the normal gravity value computed on the EZ2240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2240.degrees latitude (g = 980.6199 gals.). EZ2240 EZ2240.The modeled gravity was interpolated from observed gravity values. EZ2240 EZ2240; North East Units Scale Factor Converg. EZ2240;SPC NC - 204,656.226 636,319.371 MT 0.99989043 +0 10 12.7 EZ2240;SPC NC - 671,442.97 2,087,657.80 sFT 0.99989043 +0 10 12.7 EZ2240;UTM 17 - 3,941,402.803 707,901.922 MT 1.00013267 +1 20 10.3 EZ2240 EZ2240! - Elev Factor x Scale Factor = Combined Factor EZ2240!SPC NC - 0.99998741 x 0.99989043 = 0.99987784 EZ2240!UTM 17 - 0.99998741 x 1.00013267 = 1.00012008 EZ2240 EZ2240: Primary Azimuth Mark Grid Az EZ2240:SPC NC - RUFUS 105 52 57.9 EZ2240:UTM 17 - RUFUS 104 43 00.3 EZ2240 EZ2240|---------------------------------------------------------------------| EZ2240| PID Reference Object Distance Geod. Az | EZ2240| dddmmss.s | EZ2240| EZ2239 RUFUS APPROX. 0.7 KM 1060310.6 | EZ2240|---------------------------------------------------------------------| EZ2240 EZ2240 SUPERSEDED SURVEY CONTROL EZ2240 EZ2240 NAD 27 - 35 35 39.78912(N) 078 42 19.46986(W) AD( ) 2 EZ2240 NGVD 29 (??/??/92) 113.441 (m) 372.18 (f) ADJ UNCH 2 2 EZ2240 EZ2240.Superseded values are not recommended for survey control. EZ2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2240.See file dsdata.txt to determine how the superseded data were derived. EZ2240 EZ2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0790241403(NAD 83) EZ2240_MARKER: DE = TRAVERSE STATION DISK EZ2240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2240_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2240_STAMPING: ROYSTER 1976 EZ2240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2240+STABILITY: SURFACE MOTION EZ2240 EZ2240 HISTORY - Date Condition Report By EZ2240 HISTORY - 1976 MONUMENTED NCGS EZ2240 HISTORY - 1976 GOOD NCGS EZ2240 EZ2240 STATION DESCRIPTION EZ2240 EZ2240'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2240'ROYSTER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2240'IN THE VICINITY OF WILLOW SPRINGS, NORTH CAROLINA. EZ2240' EZ2240'ROYSTER IS LOCATED APPROXIMATELY 1.5 MILES EAST OF WILLOW EZ2240'SPRINGS, 5.4 MILES EAST OF FUQUAY-VARINA AND 9.7 MILES SOUTHWEST EZ2240'OF GARNER. TO REACH STATION FROM INTERSECTION OF NC 42 WITH EZ2240'NC 55 NEAR THEIR JUNCTION WITH U.S. 401 EAST OF FUQUAY-VARINA, EZ2240'PROCEED EASTERLY ALONG NC 42 FOR 3.15 MILES TO STATION ON EZ2240'LEFT, IN CENTER OF PATH BETWEEN TWO CULTIVATED FIELDS, THE EZ2240'PROPERTY OF ROYSTER BAKER AND 0.25 MILE EAST OF WESTERNMOST EZ2240'INTERSECTION WITH SR 2749 (NE). EZ2240' EZ2240'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2240'ROYSTER 1976, SET IN THE TOP OF A CONCRETE CYLINDER 14 INCHES EZ2240'IN DIAMETER, THE TOP OF WHICH IS 14 INCHES BELOW THE SURFACE OF EZ2240'THE GROUND. EZ2240' EZ2240'MARK IS 96.2 FT N OF C/L OF NC 42 EZ2240' EZ2240'82.8 FT NNW OF WITNESS POST WITH SIGN EZ2240' EZ2240'115.8 FT S OF SOUTHEAST CORNER OF TIN COVERED BARN EZ2240' EZ2240'123.3 FT SSE OF SOUTHWEST CORNER OF TIN COVERED BARN EZ2240' EZ2240'197.0 FT E OF TELEPHONE PEDESTAL 45 WITH SUPPORT POST AND EZ2240'WITH ALUMINUM REF. TAG EZ2240 EZ2240 STATION RECOVERY (1976) EZ2240 EZ2240'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2240'1.5 MI E FROM WILLOW SPRINGS. EZ2240'TO REACH STATION FROM INTERSECTION OF NC 42 WITH NC 55, NEAR THEIR EZ2240'JUNCTION WITH US 401 EAST OF FUQUAY-VARINA, PROCEED EASTERLY ALONG NC EZ2240'42 FOR 3.15 MILES TO STATION ON LEFT, IN CENTER OF PATH BETWEEN TWO EZ2240'CULTIVATED FIELDS, THE PROPERTY OF ROYSTER BAKER AND 0.25 MILE EAST OF EZ2240'WESTERNMOST INTERSECTION WITH SR 2749 (NE). 96.2 FT. N OF CENTERLINE EZ2240'OF NC 42, 82.8 FT. NNW OF WITNESS POST WITH SIGN, 115.8 FT. S OF EZ2240'SOUTHEAST CORNER OF TIN COVERED BARN, 123.3 FT. SSE OF SOUTHWEST EZ2240'CORNER OF TIN COVERED BARN AND 197.0 FT. E OF TELEPHONE PEDESTAL NO. EZ2240'45 WITH SUPPORT POST AND WITH ALUMINUM REF. TAG. DISK IS SET IN EZ2240'CONCRETE CYLINDER 14 INCHES IN DIAMETER, 14 INCHES BELOW THE SURFACE EZ2240'OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4482 *********************************************************************** EZ4482 DESIGNATION - RUBY EZ4482 PID - EZ4482 EZ4482 STATE/COUNTY- NC/WAKE EZ4482 USGS QUAD - ROLESVILLE (1993) EZ4482 EZ4482 *CURRENT SURVEY CONTROL EZ4482 ___________________________________________________________________ EZ4482* NAD 83(1986)- 35 57 50.91633(N) 078 27 46.10806(W) ADJUSTED EZ4482* NAVD 88 - 119.9 (meters) 393. (feet) VERTCON EZ4482 ___________________________________________________________________ EZ4482 LAPLACE CORR- -7.04 (seconds) DEFLEC99 EZ4482 GEOID HEIGHT- -33.16 (meters) GEOID03 EZ4482 EZ4482 HORZ ORDER - SECOND EZ4482 EZ4482.The North Carolina HARNS have been completed but, EZ4482.due to contractual restrictions, coordinates for these stations EZ4482.will NOT be published in the near future. In the interim, the EZ4482.published coordinates in North Carolina will not be EZ4482.consistent with the Continuously Operating Reference Stations EZ4482.(CORS). The HARN coordinates for these stations are available EZ4482.upon request. Contact Gary Thompson(919-733-3836). EZ4482. EZ4482.In addition, the published North Carolina positions EZ4482.(NAD 83 (1986)) are NOT consistent with those determined in EZ4482.adjacent state readjustments. The discontinuity between stations EZ4482.located in North Carolina and those in adjacent states EZ4482.which have been adjusted to the HARN may be as much as 5 EZ4482.decimeters. This will result in a significant loss of accuracy EZ4482.over lines crossing such state borders. EZ4482 EZ4482 EZ4482.The horizontal coordinates were established by classical geodetic methods EZ4482.and adjusted by the National Geodetic Survey in July 1986. EZ4482 EZ4482.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4482 EZ4482.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4482 EZ4482.The geoid height was determined by GEOID03. EZ4482 EZ4482; North East Units Scale Factor Converg. EZ4482;SPC NC - 245,753.404 658,055.696 MT 0.99994977 +0 18 36.2 EZ4482;SPC NC - 806,275.96 2,158,971.06 sFT 0.99994977 +0 18 36.2 EZ4482;UTM 17 - 3,982,947.651 728,797.968 MT 1.00024508 +1 29 26.5 EZ4482 EZ4482! - Elev Factor x Scale Factor = Combined Factor EZ4482!SPC NC - 0.99998638 x 0.99994977 = 0.99993615 EZ4482!UTM 17 - 0.99998638 x 1.00024508 = 1.00023146 EZ4482 EZ4482: Primary Azimuth Mark Grid Az EZ4482:SPC NC - AUSTIN CR 294 07 05.1 EZ4482:UTM 17 - AUSTIN CR 292 56 14.8 EZ4482 EZ4482|---------------------------------------------------------------------| EZ4482| PID Reference Object Distance Geod. Az | EZ4482| dddmmss.s | EZ4482| EZ4483 AUSTIN CR APPROX. 0.8 KM 2942541.3 | EZ4482|---------------------------------------------------------------------| EZ4482 EZ4482 SUPERSEDED SURVEY CONTROL EZ4482 EZ4482 NAD 27 - 35 57 50.36607(N) 078 27 47.10978(W) AD( ) 2 EZ4482 NGVD 29 (07/19/86) 120.2 (m) 394. (f) VERT ANG EZ4482 EZ4482.Superseded values are not recommended for survey control. EZ4482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4482.See file dsdata.txt to determine how the superseded data were derived. EZ4482 EZ4482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2879882948(NAD 83) EZ4482_MARKER: DE = TRAVERSE STATION DISK EZ4482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4482_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4482_MAGNETIC: N = NO MAGNETIC MATERIAL EZ4482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4482+STABILITY: SURFACE MOTION EZ4482 EZ4482 HISTORY - Date Condition Report By EZ4482 HISTORY - 1978 MONUMENTED NCGS EZ4482 HISTORY - 1981 MARK NOT FOUND NC-183 EZ4482 EZ4482 STATION DESCRIPTION EZ4482 EZ4482'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ4482'THE STATION IS LOCATED APPROXIMATELY 2.8 MILES NORTH OF ROLESVILLE AND EZ4482'2.9 MILES EAST OF WAKE FOREST. EZ4482' EZ4482'TO REACH THE STATION FROM THE INTERSECTION OF NC 98 WITH NC 96 AT EZ4482'FRAZIERS CROSSROAD, PROCEED WESTERLY ALONG NC 98 FOR 1.6 MILES TO EZ4482'STATION ON THE RIGHT, IN ROAD SHOULDER AND ACROSS HIGHWAY FROM A WHITE EZ4482'RAIL FENCE AND 0.5 MILE WEST OF SR 1945 CROSSROADS. EZ4482' EZ4482'STATION MARK IS A STANDARD DISK STAMPED---RUBY 1978---SET IN THE TOP EZ4482'OF A CONCRETE CYLINDER WHICH IS 4 INCHES BELOW THE GROUND SURFACE. EZ4482'THE MARK IS 14.5 FEET NORTHEAST OF CENTERLINE OF NC 98, 70.3 FEET WEST EZ4482'-NORTHWEST OF CENTERLINE OF DIRT DRIVEWAY LEADING NORTH, 3.4 FEET EZ4482'SOUTH OF YELLOW TRIANGLE ON FACE OF ROCK OUTCROP, 88.1 FEET WEST OF EZ4482'POWER POLE 43322 WITH REFERENCE TAG, 82.2 FEET EAST OF PROPERTY IRON EZ4482'(ACROSS HIGHWAY) AND 49.0 FEET NORTHEAST OF FENCE BRACE POST WITH EZ4482'REFERENCE TAG. EZ4482 EZ4482 STATION RECOVERY (1981) EZ4482 EZ4482'RECOVERY NOTE BY WAKE COUNTY NORTH CAROLINA 1981 (DHC) EZ4482'THE STATION WAS SEARCHED FOR BUT NOT FOUND, THE STATE HIGHWAY EZ4482'COMMISSSION REWORKED THE SHOULDERS AND DITCHES IN 1979. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY1968 *********************************************************************** FY1968 DESIGNATION - RUDD FY1968 PID - FY1968 FY1968 STATE/COUNTY- NC/WAKE FY1968 USGS QUAD - CREEDMOOR (1990) FY1968 FY1968 *CURRENT SURVEY CONTROL FY1968 ___________________________________________________________________ FY1968* NAD 83(1986)- 36 00 24.12785(N) 078 41 12.24556(W) ADJUSTED FY1968* NAVD 88 - 117.484 (meters) 385.45 (feet) ADJUSTED FY1968 ___________________________________________________________________ FY1968 LAPLACE CORR- -6.68 (seconds) DEFLEC99 FY1968 GEOID HEIGHT- -32.13 (meters) GEOID03 FY1968 DYNAMIC HT - 117.388 (meters) 385.13 (feet) COMP FY1968 MODELED GRAV- 979,808.9 (mgal) NAVD 88 FY1968 FY1968 HORZ ORDER - SECOND FY1968 VERT ORDER - SECOND CLASS I FY1968 FY1968.The North Carolina HARNS have been completed but, FY1968.due to contractual restrictions, coordinates for these stations FY1968.will NOT be published in the near future. In the interim, the FY1968.published coordinates in North Carolina will not be FY1968.consistent with the Continuously Operating Reference Stations FY1968.(CORS). The HARN coordinates for these stations are available FY1968.upon request. Contact Gary Thompson(919-733-3836). FY1968. FY1968.In addition, the published North Carolina positions FY1968.(NAD 83 (1986)) are NOT consistent with those determined in FY1968.adjacent state readjustments. The discontinuity between stations FY1968.located in North Carolina and those in adjacent states FY1968.which have been adjusted to the HARN may be as much as 5 FY1968.decimeters. This will result in a significant loss of accuracy FY1968.over lines crossing such state borders. FY1968 FY1968 FY1968.The horizontal coordinates were established by classical geodetic methods FY1968.and adjusted by the National Geodetic Survey in March 1998. FY1968 FY1968.The orthometric height was determined by differential leveling FY1968.and adjusted by the National Geodetic Survey in June 1991. FY1968 FY1968.The Laplace correction was computed from DEFLEC99 derived deflections. FY1968 FY1968.The geoid height was determined by GEOID03. FY1968 FY1968.The dynamic height is computed by dividing the NAVD 88 FY1968.geopotential number by the normal gravity value computed on the FY1968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FY1968.degrees latitude (g = 980.6199 gals.). FY1968 FY1968.The modeled gravity was interpolated from observed gravity values. FY1968 FY1968; North East Units Scale Factor Converg. FY1968;SPC NC - 250,388.911 637,842.772 MT 0.99995928 +0 10 50.9 FY1968;SPC NC - 821,484.29 2,092,655.83 sFT 0.99995928 +0 10 50.9 FY1968;UTM 17 - 3,987,166.863 708,489.087 MT 1.00013563 +1 21 37.5 FY1968 FY1968! - Elev Factor x Scale Factor = Combined Factor FY1968!SPC NC - 0.99998660 x 0.99995928 = 0.99994588 FY1968!UTM 17 - 0.99998660 x 1.00013563 = 1.00012223 FY1968 FY1968: Primary Azimuth Mark Grid Az FY1968:SPC NC - EDWARD 170 29 39.7 FY1968:UTM 17 - EDWARD 169 18 53.1 FY1968 FY1968|---------------------------------------------------------------------| FY1968| PID Reference Object Distance Geod. Az | FY1968| dddmmss.s | FY1968| FY1969 EDWARD 409.299 METERS 1704030.6 | FY1968| FY2899 BROWN 308.342 METERS 34246 | FY1968|---------------------------------------------------------------------| FY1968 FY1968 SUPERSEDED SURVEY CONTROL FY1968 FY1968 NAD 83(1986)- 36 00 24.12785(N) 078 41 12.24556(W) AD( ) 2 FY1968 NAD 27 - 36 00 23.59677(N) 078 41 13.22538(W) AD( ) 2 FY1968 NGVD 29 (03/05/92) 117.754 (m) 386.33 (f) ADJUSTED 2 1 FY1968 FY1968.Superseded values are not recommended for survey control. FY1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY1968.See file dsdata.txt to determine how the superseded data were derived. FY1968 FY1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0848987167(NAD 83) FY1968_MARKER: DE = TRAVERSE STATION DISK FY1968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY1968_SP_SET: CONCRETE POST FY1968_STAMPING: RUDD 1969 FY1968_MARK LOGO: NCGS FY1968_PROJECTION: FLUSH FY1968_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT FY1968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY1968+STABILITY: SURFACE MOTION FY1968_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FY1968+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2004 FY1968 FY1968 HISTORY - Date Condition Report By FY1968 HISTORY - 1969 MONUMENTED NCGS FY1968 HISTORY - 1977 GOOD NCGS FY1968 HISTORY - 1977 GOOD NCGS FY1968 HISTORY - 1985 GOOD USPSQD FY1968 HISTORY - 19850101 GOOD NCGS FY1968 HISTORY - 1987 GOOD USPSQD FY1968 HISTORY - 20041121 GOOD USPSQD FY1968 FY1968 STATION DESCRIPTION FY1968 FY1968'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) FY1968'RUDD IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FY1968'THE VICINITY OF WAKE FOREST, NORTH CAROLINA. FY1968' FY1968'RUDD IS LOCATED APPROXIMATELY 10.0 MILES WEST OF WAKE FOREST. TO FY1968'REACH STATION PROCEED FROM THE INTERSECTION OF NC 98 AND NC 50, FY1968'GO NORTH ON NC 50 FOR 1.15 MILE TO INTERSECTION OF NC 50 AND SR FY1968'1831, CONTINUE NORTH ON NC 50 FOR 0.15 MILE TO STATION ON EAST FY1968'SIDE OF NC 50 AND IN SOUTHWEST CORNER OF YARD OF PROPERTY FY1968'OWNED BY L. RUDD. FY1968' FY1968'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED FY1968'RUDD 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF FY1968'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. FY1968' FY1968'MARK IS FY1968' FY1968'42.8 FT E OF C/L OF NC 50 FY1968' FY1968'99.2 FT S OF DRIVEWAY FY1968' FY1968'33.2 FT W OF PERSIMMON TREE FY1968' FY1968'127.9 FT S OF PP WITH ALUMINUM REF. TAG FY1968' FY1968'114.2 FT NE OF PP WITH ALUMINUM REF. TAG FY1968' FY1968'8.9 FT SW OF AXIS USED AS CORNER MARKER FY1968 FY1968 STATION RECOVERY (1977) FY1968 FY1968'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (HGG) FY1968'THE STATION WAS RECOVERED IN GOOD CONDITION. FY1968' FY1968'REFERENCE CHANGES ARE -- 97.6 FEET SOUTH OF DRIVEWAY AND 7.7 FEET FY1968'NORTH OF A PINE WITH REFERENCE TAG. FY1968 FY1968 STATION RECOVERY (1977) FY1968 FY1968'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 FY1968'8.1 MI SOUTH FROM CREEDMOOR. FY1968'TO REACH STATION FROM THE INTERSECTION OF NC 98 AND NC 50 NORTH OF FY1968'RALEIGH, PROCEED NORTH ALONG NC 50 FOR 1.15 MILES TO INTERSECTION OF FY1968'NC 50 AND SR 1831, CONTINUE NORTH ALONG NC 50 FOR 0.15 MILE TO STATION FY1968'ON EAST SIDE OF NC 50 AND IN SOUTHWEST CORNER OF YARD OF PROPERTY FY1968'OWNED BY L. RUDD, 42.8 FT. EAST NORTHEAST OF CENTERLINE OF NC 50, 97.6 FY1968'FT. EAST SOUTHEAST OF CENTERLINE OF DRIVEWAY, 33.2 FT. WEST SOUTHWEST FY1968'OF PERSIMMON, 127.9 FT. SOUTH OF POWER POLE WITH ALUMINUM REF. TAG, FY1968'114.2 FT. NORTHEAST OF POWER POLE WITH ALUMINUM REF. TAG, 8.9 FT. WEST FY1968'SOUTHWEST OF AXEL USED AS CORNER MARKER AND 7.7 FT. NORTH NORTHWEST OF FY1968'10 INCH LOBLOLLY PINE WITH ALUMINUM REF. TAG. FY1968 FY1968 STATION RECOVERY (1985) FY1968 FY1968'RECOVERY NOTE BY US POWER SQUADRON 1985 (JTS) FY1968'RECOVERED IN GOOD CONDITION. FY1968 FY1968 STATION RECOVERY (1985) FY1968 FY1968'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) FY1968'RECOVERED AS DESCRIBED. ADDITIONAL REFERENCES FOLLOW. MARK IS LOCATED FY1968'39.9 M (130.9 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY AT FY1968'INTERSECTION WITH CROSS DRIVEWAYS, 29.1 M (95.5 FT) SOUTHWEST OF THE FY1968'SOUTHWEST CORNER OF A WHITE ALUMINUM SIDING HOUSE, 2.7 M (8.9 FT) FY1968'WEST-SOUTHWEST OF AN AXLE IRON (PROPERTY CORNER), AND 2.5 M (8.2 FT) FY1968'NORTH OF A 12-INCH PINE WITH REFERENCE TAG. MARK IS ABOUT LEVEL WITH FY1968'THE HIGHWAY. FY1968 FY1968 STATION RECOVERY (1987) FY1968 FY1968'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS) FY1968'RECOVERED IN GOOD CONDITION. FY1968 FY1968 STATION RECOVERY (2004) FY1968 FY1968'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) FY1968'RECOVERED AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2239 *********************************************************************** EZ2239 DESIGNATION - RUFUS EZ2239 PID - EZ2239 EZ2239 STATE/COUNTY- NC/WAKE EZ2239 USGS QUAD - ANGIER (1993) EZ2239 EZ2239 *CURRENT SURVEY CONTROL EZ2239 ___________________________________________________________________ EZ2239* NAD 83(1986)- 35 35 33.93674(N) 078 41 51.22496(W) ADJUSTED EZ2239* NAVD 88 - 115.271 (meters) 378.18 (feet) ADJUSTED EZ2239 ___________________________________________________________________ EZ2239 LAPLACE CORR- -5.52 (seconds) DEFLEC99 EZ2239 GEOID HEIGHT- -32.99 (meters) GEOID03 EZ2239 DYNAMIC HT - 115.170 (meters) 377.85 (feet) COMP EZ2239 MODELED GRAV- 979,756.9 (mgal) NAVD 88 EZ2239 EZ2239 HORZ ORDER - SECOND EZ2239 VERT ORDER - SECOND CLASS II EZ2239 EZ2239.The North Carolina HARNS have been completed but, EZ2239.due to contractual restrictions, coordinates for these stations EZ2239.will NOT be published in the near future. In the interim, the EZ2239.published coordinates in North Carolina will not be EZ2239.consistent with the Continuously Operating Reference Stations EZ2239.(CORS). The HARN coordinates for these stations are available EZ2239.upon request. Contact Gary Thompson(919-733-3836). EZ2239. EZ2239.In addition, the published North Carolina positions EZ2239.(NAD 83 (1986)) are NOT consistent with those determined in EZ2239.adjacent state readjustments. The discontinuity between stations EZ2239.located in North Carolina and those in adjacent states EZ2239.which have been adjusted to the HARN may be as much as 5 EZ2239.decimeters. This will result in a significant loss of accuracy EZ2239.over lines crossing such state borders. EZ2239 EZ2239 EZ2239.The horizontal coordinates were established by classical geodetic methods EZ2239.and adjusted by the National Geodetic Survey in July 1986. EZ2239 EZ2239.The orthometric height was determined by differential leveling EZ2239.and adjusted by the National Geodetic Survey in June 1991. EZ2239 EZ2239.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2239 EZ2239.The geoid height was determined by GEOID03. EZ2239 EZ2239.The dynamic height is computed by dividing the NAVD 88 EZ2239.geopotential number by the normal gravity value computed on the EZ2239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2239.degrees latitude (g = 980.6199 gals.). EZ2239 EZ2239.The modeled gravity was interpolated from observed gravity values. EZ2239 EZ2239; North East Units Scale Factor Converg. EZ2239;SPC NC - 204,460.699 637,006.558 MT 0.99989025 +0 10 28.4 EZ2239;SPC NC - 670,801.48 2,089,912.35 sFT 0.99989025 +0 10 28.4 EZ2239;UTM 17 - 3,941,221.256 708,593.114 MT 1.00013621 +1 20 26.0 EZ2239 EZ2239! - Elev Factor x Scale Factor = Combined Factor EZ2239!SPC NC - 0.99998709 x 0.99989025 = 0.99987734 EZ2239!UTM 17 - 0.99998709 x 1.00013621 = 1.00012329 EZ2239 EZ2239: Primary Azimuth Mark Grid Az EZ2239:SPC NC - BLALOCK 106 03 20.8 EZ2239:UTM 17 - BLALOCK 104 53 23.2 EZ2239 EZ2239|---------------------------------------------------------------------| EZ2239| PID Reference Object Distance Geod. Az | EZ2239| dddmmss.s | EZ2239| EZ2237 BLALOCK APPROX. 0.7 KM 1061349.2 | EZ2239|---------------------------------------------------------------------| EZ2239 EZ2239 SUPERSEDED SURVEY CONTROL EZ2239 EZ2239 NAD 27 - 35 35 33.37666(N) 078 41 52.19193(W) AD( ) 2 EZ2239 NGVD 29 (??/??/92) 115.533 (m) 379.04 (f) ADJ UNCH 2 2 EZ2239 EZ2239.Superseded values are not recommended for survey control. EZ2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2239.See file dsdata.txt to determine how the superseded data were derived. EZ2239 EZ2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0859341221(NAD 83) EZ2239_MARKER: DE = TRAVERSE STATION DISK EZ2239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2239_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2239_STAMPING: RUFUS 1976 EZ2239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2239+STABILITY: SURFACE MOTION EZ2239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ2239+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2005 EZ2239 EZ2239 HISTORY - Date Condition Report By EZ2239 HISTORY - 1976 MONUMENTED NCGS EZ2239 HISTORY - 1976 GOOD NCGS EZ2239 HISTORY - 20050127 GOOD GEOCAC EZ2239 EZ2239 STATION DESCRIPTION EZ2239 EZ2239'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2239'RUFUS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2239'IN THE VICINITY OF WILLOW SPRINGS, NORTH CAROLINA. EZ2239' EZ2239'RUFUS IS LOCATED APPROXIMATELY 1.9 MILES EAST OF WILLOW SPRINGS, EZ2239'5.7 MILES EAST OF FUQUAY-VARINA AND 9.6 MILES SSW OF GARNER. TO EZ2239'REACH STATION FROM INTERSECTION OF NC 42 WITH NC 55 NEAR THEIR EZ2239'JUNCTION WITH U.S. 401 EAST OF FUQUAY-VARINA, PROCEED EASTERLY EZ2239'ALONG NC 42 FOR 3.6 MILES TO STATION ON RIGHT, ON TOP OF A 5 EZ2239'FOOT BANK, IN THE NORTHWEST CORNER OF YARD OF RUFUS H. SMITHS EZ2239'ONE AND A HALF STORY WHITE FRAME RESIDENCE AND 0.1 MILE EAST EZ2239'OF EASTERNMOST T INTERSECTION WITH SR 2749 (SW). EZ2239' EZ2239'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2239'RUFUS 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2239'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ2239' EZ2239'MARK IS 33.9 FT SSW OF C/L OF NC 42 EZ2239' EZ2239'213.9 FT WNW OF C/L OF DIRT DRIVEWAY TO SMITH RESIDENCE EZ2239' EZ2239'112.5 FT NNW OF NORTHWEST CORNER OF RESIDENCE EZ2239' EZ2239'11.5 FT NNE OF 14 INCH PINE WITH ALUMINUM REF. TAG. EZ2239' EZ2239'29.7 FT NE OF POWER POLE WITH TRANSFORMER AND ALUMINUM REF. TAG EZ2239' EZ2239'20.3 FT E OF BASE OF GUY WIRE EZ2239 EZ2239 STATION RECOVERY (1976) EZ2239 EZ2239'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2239'1.9 MI E FROM WILLOW SPRINGS. EZ2239'TO REACH STATION FROM INTERSECTION OF NC 42 WITH NC 55 NEAR THEIR EZ2239'JUNCTION WITH US 401 EAST OF FUQUAY-VARINA, PROCEED EASTERLY ALONG NC EZ2239'42 FOR 3.6 MILES TO STATION ON RIGHT, ON TOP OF A 5 FOOT BANK, IN THE EZ2239'NORTHWEST CORNER OF YARD OF RUFUS H. SMITHS ONE AND A HALF STORY WHITE EZ2239'FRAME HOUSE AND 0.1 MILE EAST OF EASTERNMOST T INTERSECTION WITH SR EZ2239'2749 (SW). 33.9 FT. SSW OF CENTERLINE OF NC 42, 213.9 FT. WNW OF EZ2239'CENTERLINE OF DIRT DRIVEWAY TO SMITH RESIDENCE, 112.5 FT. NNW OF EZ2239'NORTHWEST CORNER OF RESIDENCE, 11.5 FT. NNE OF 14 INCH PINE WITH EZ2239'ALUMINUM REF. TAG, 29.7 FT. NE OF POWER POLE WITH TRANSFORMER AND EZ2239'ALUMINUM REF. TAG AND 20.3 FT. E OF BASE OF GUY WIRE. DISK IS SET IN EZ2239'CONCRETE CYLINDER, 1 INCH BELOW THE SURFACE OF THE GROUND. EZ2239 EZ2239 STATION RECOVERY (2005) EZ2239 EZ2239'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ2239'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2507 *********************************************************************** EZ2507 DESIGNATION - RUN EZ2507 PID - EZ2507 EZ2507 STATE/COUNTY- NC/WAKE EZ2507 USGS QUAD - WAKE FOREST (1987) EZ2507 EZ2507 *CURRENT SURVEY CONTROL EZ2507 ___________________________________________________________________ EZ2507* NAD 83(1986)- 35 53 29.30393(N) 078 31 07.71785(W) ADJUSTED EZ2507* NAVD 88 - 79.651 (meters) 261.32 (feet) ADJUSTED EZ2507 ___________________________________________________________________ EZ2507 LAPLACE CORR- -7.18 (seconds) DEFLEC99 EZ2507 GEOID HEIGHT- -33.16 (meters) GEOID03 EZ2507 DYNAMIC HT - 79.582 (meters) 261.10 (feet) COMP EZ2507 MODELED GRAV- 979,770.6 (mgal) NAVD 88 EZ2507 EZ2507 HORZ ORDER - SECOND EZ2507 VERT ORDER - SECOND CLASS II EZ2507 EZ2507.The North Carolina HARNS have been completed but, EZ2507.due to contractual restrictions, coordinates for these stations EZ2507.will NOT be published in the near future. In the interim, the EZ2507.published coordinates in North Carolina will not be EZ2507.consistent with the Continuously Operating Reference Stations EZ2507.(CORS). The HARN coordinates for these stations are available EZ2507.upon request. Contact Gary Thompson(919-733-3836). EZ2507. EZ2507.In addition, the published North Carolina positions EZ2507.(NAD 83 (1986)) are NOT consistent with those determined in EZ2507.adjacent state readjustments. The discontinuity between stations EZ2507.located in North Carolina and those in adjacent states EZ2507.which have been adjusted to the HARN may be as much as 5 EZ2507.decimeters. This will result in a significant loss of accuracy EZ2507.over lines crossing such state borders. EZ2507 EZ2507 EZ2507.The horizontal coordinates were established by classical geodetic methods EZ2507.and adjusted by the National Geodetic Survey in July 1986. EZ2507 EZ2507.The orthometric height was determined by differential leveling EZ2507.and adjusted by the National Geodetic Survey in June 1991. EZ2507 EZ2507.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2507 EZ2507.The geoid height was determined by GEOID03. EZ2507 EZ2507.The dynamic height is computed by dividing the NAVD 88 EZ2507.geopotential number by the normal gravity value computed on the EZ2507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2507.degrees latitude (g = 980.6199 gals.). EZ2507 EZ2507.The modeled gravity was interpolated from observed gravity values. EZ2507 EZ2507; North East Units Scale Factor Converg. EZ2507;SPC NC - 237,664.749 653,043.402 MT 0.99993481 +0 16 39.8 EZ2507;SPC NC - 779,738.43 2,142,526.56 sFT 0.99993481 +0 16 39.8 EZ2507;UTM 17 - 3,974,755.201 723,951.773 MT 1.00021805 +1 27 18.7 EZ2507 EZ2507! - Elev Factor x Scale Factor = Combined Factor EZ2507!SPC NC - 0.99999270 x 0.99993481 = 0.99992751 EZ2507!UTM 17 - 0.99999270 x 1.00021805 = 1.00021075 EZ2507 EZ2507: Primary Azimuth Mark Grid Az EZ2507:SPC NC - RIVER 232 51 14.9 EZ2507:UTM 17 - RIVER 231 40 36.0 EZ2507 EZ2507|---------------------------------------------------------------------| EZ2507| PID Reference Object Distance Geod. Az | EZ2507| dddmmss.s | EZ2507| EZ2506 SID 371.776 METERS 06453 | EZ2507| EZ2508 RIVER 412.724 METERS 2330754.7 | EZ2507|---------------------------------------------------------------------| EZ2507 EZ2507 SUPERSEDED SURVEY CONTROL EZ2507 EZ2507 NAD 27 - 35 53 28.76003(N) 078 31 08.71044(W) AD( ) 2 EZ2507 NGVD 29 (??/??/92) 79.928 (m) 262.23 (f) ADJ UNCH 2 2 EZ2507 EZ2507.Superseded values are not recommended for survey control. EZ2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2507.See file dsdata.txt to determine how the superseded data were derived. EZ2507 EZ2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2395274755(NAD 83) EZ2507_MARKER: DE = TRAVERSE STATION DISK EZ2507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2507_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2507_STAMPING: RUN 1976 EZ2507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2507+STABILITY: SURFACE MOTION EZ2507 EZ2507 HISTORY - Date Condition Report By EZ2507 HISTORY - 1976 MONUMENTED NCGS EZ2507 HISTORY - 1976 GOOD NCGS EZ2507 HISTORY - 1987 GOOD USPSQD EZ2507 EZ2507 STATION DESCRIPTION EZ2507 EZ2507'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2507'RUN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2507'IN THE VICINITY OF ROLESVILLE, NORTH CAROLINA. EZ2507' EZ2507'RUN IS LOCATED APPROXIMATELY 4.1 MILES WSW OF ROLESVILLE AND EZ2507'6.1 MILES SOUTH OF WAKE FOREST. TO REACH STATION FROM THE MAIN EZ2507'CROSSROADS IN CENTER OF ROLESVILLE, PROCEED SOUTHWEST ALONG EZ2507'U.S. 401 FOR 4.15 MILES TO STATION ON RIGHT, NEAR WOODS LINE, EZ2507'APPROXIMATELY 125 FEET EAST OF A ONE STORY GREEN FRAME HOUSE EZ2507'AND 0.7 MILE NORTHEAST OF BRIDGE OVER NEUSE RIVER. EZ2507' EZ2507'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2507'RUN 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2507'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ2507' EZ2507'MARK IS 56.3 FT NNW OF C/L OF U.S. 401 EZ2507' EZ2507'43.9 FT WNW OF EASTERNMOST END OF CONCRETE CULVERT UNDER EZ2507'ENTRANCE TO WOODS ROAD EZ2507' EZ2507'52.2 FT ENE OF POWER POLE CO-OP 14B27A10 WITH TRANSFORMER AND EZ2507'WITH ALUMINUM REF. TAG EZ2507' EZ2507'20.2 FT SSE OF 8 INCH PINE AT WEST EDGE OF WOODS ROAD WITH EZ2507'ALUMINUM REF. TAG EZ2507' EZ2507'30.2 FT SW OF 8 INCH PINE WITH ALUMINUM REF. TAG EZ2507' EZ2507'72.3 FT ENE OF A 20 INCH OAK WITH ALUMINUM REF. TAG EZ2507 EZ2507 STATION RECOVERY (1976) EZ2507 EZ2507'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2507'4.1 MI WSW FROM ROLESVILLE. EZ2507'TO REACH STATION FROM THE MAIN CROSSROADS IN CENTER OF ROLESVILLE, EZ2507'PROCEED SOUTHWEST ALONG US 401 FOR 4.15 MILES TO STATION ON RIGHT, EZ2507'NEAR WOODS LINE, APPROXIMATELY 125 FEET EAST OF A ONE STORY GREEN EZ2507'FRAME HOUSE, AND 0.7 MILE NORTHEAST OF BRIDGE OVER THE NEUSE RIVER. EZ2507'56.3 FT. NNW OF C/L OF US 401, 43.9 FT. WNW OF EASTERNMOST END OF EZ2507'CONCRETE CULVERT UNDER ENTRANCE TO WOODS ROAD, 52.2 FT. ENE OF PP NO. EZ2507'CO-OP 14B27A10 WITH TRANSFORMER AND WITH ALUMINUM REF. TAG, 20.2 FT. EZ2507'SSE OF 8 INCH PINE WITH ALUMINUM REF. TAG AT WEST EDGE OF WOODS ROAD, EZ2507'30.2 FT. SW OF 8 INCH PINE WITH ALUMINUM REF. TAG, AND 72.3 FT. ENE OF EZ2507'20 INCH OAK WITH ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER, EZ2507'1 INCH BELOW THE SURFACE OF THE GROUND. EZ2507 EZ2507 STATION RECOVERY (1987) EZ2507 EZ2507'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ2507'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5242 *********************************************************************** EZ5242 DESIGNATION - RUNNER EZ5242 PID - EZ5242 EZ5242 STATE/COUNTY- NC/WAKE EZ5242 USGS QUAD - GARNER (1993) EZ5242 EZ5242 *CURRENT SURVEY CONTROL EZ5242 ___________________________________________________________________ EZ5242* NAD 83(1986)- 35 41 38.28945(N) 078 34 12.58706(W) ADJUSTED EZ5242* NAVD 88 - 96.9 (meters) 318. (feet) VERTCON EZ5242 ___________________________________________________________________ EZ5242 LAPLACE CORR- -7.16 (seconds) DEFLEC99 EZ5242 GEOID HEIGHT- -33.40 (meters) GEOID03 EZ5242 EZ5242 HORZ ORDER - SECOND EZ5242 EZ5242.The North Carolina HARNS have been completed but, EZ5242.due to contractual restrictions, coordinates for these stations EZ5242.will NOT be published in the near future. In the interim, the EZ5242.published coordinates in North Carolina will not be EZ5242.consistent with the Continuously Operating Reference Stations EZ5242.(CORS). The HARN coordinates for these stations are available EZ5242.upon request. Contact Gary Thompson(919-733-3836). EZ5242. EZ5242.In addition, the published North Carolina positions EZ5242.(NAD 83 (1986)) are NOT consistent with those determined in EZ5242.adjacent state readjustments. The discontinuity between stations EZ5242.located in North Carolina and those in adjacent states EZ5242.which have been adjusted to the HARN may be as much as 5 EZ5242.decimeters. This will result in a significant loss of accuracy EZ5242.over lines crossing such state borders. EZ5242 EZ5242 EZ5242.The horizontal coordinates were established by classical geodetic methods EZ5242.and adjusted by the National Geodetic Survey in July 1986. EZ5242 EZ5242.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5242 EZ5242.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5242 EZ5242.The geoid height was determined by GEOID03. EZ5242 EZ5242; North East Units Scale Factor Converg. EZ5242;SPC NC - 215,731.396 648,502.161 MT 0.99990229 +0 14 53.1 EZ5242;SPC NC - 707,778.76 2,127,627.51 sFT 0.99990229 +0 14 53.1 EZ5242;UTM 17 - 3,952,727.051 719,859.614 MT 1.00019570 +1 25 05.8 EZ5242 EZ5242! - Elev Factor x Scale Factor = Combined Factor EZ5242!SPC NC - 0.99999003 x 0.99990229 = 0.99989232 EZ5242!UTM 17 - 0.99999003 x 1.00019570 = 1.00018573 EZ5242 EZ5242: Primary Azimuth Mark Grid Az EZ5242:SPC NC - LONNIE 110 22 41.9 EZ5242:UTM 17 - LONNIE 109 12 29.2 EZ5242 EZ5242|---------------------------------------------------------------------| EZ5242| PID Reference Object Distance Geod. Az | EZ5242| dddmmss.s | EZ5242| EZ3147 LONNIE APPROX. 1.9 KM 1103735.0 | EZ5242|---------------------------------------------------------------------| EZ5242 EZ5242 SUPERSEDED SURVEY CONTROL EZ5242 EZ5242 NAD 27 - 35 41 37.73288(N) 078 34 13.57528(W) AD( ) 2 EZ5242 NGVD 29 (07/19/86) 97.2 (m) 319. (f) VERT ANG EZ5242 EZ5242.Superseded values are not recommended for survey control. EZ5242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5242.See file dsdata.txt to determine how the superseded data were derived. EZ5242 EZ5242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1986052727(NAD 83) EZ5242_MARKER: DE = TRAVERSE STATION DISK EZ5242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5242_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5242_STAMPING: RUNNER 1968 EZ5242_MARK LOGO: NCGS EZ5242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5242+STABILITY: SURFACE MOTION EZ5242 EZ5242 HISTORY - Date Condition Report By EZ5242 HISTORY - 1968 MONUMENTED NCGS EZ5242 EZ5242 STATION DESCRIPTION EZ5242 EZ5242'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EZ5242'RUNNER IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5242'IN THE VICINITY OF CLAYTON, NORTH CAROLINA. EZ5242' EZ5242'RUNNER IS LOCATED APPROXIMATELY 2.1 MILES SOUTHEAST OF THE EZ5242'CENTER OF GARNER. TO REACH STATION PROCEED FROM THE INTERSECTION EZ5242'OF NC 50 WITH U.S. 70 IN GARNER, GO SOUTHEAST ON U.S. 70 FOR EZ5242'2.5 MILES TO STATION. WHICH IS ON THE NORTHEAST BANK OF U.S. 70 EZ5242'WEST BOUND LANE, AT SOUTHWEST CORNER OF WOODS NEXT TO A SMALL EZ5242'POND AT EAST SIDE OF DIRT FARM ROAD AND 1.2 MILES NORTHWEST OF EZ5242'INTERSECTION OF SR 2555 WITH U.S. 70. EZ5242' EZ5242'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5242'RUNNER 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5242'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ5242' EZ5242'MARK IS EZ5242' EZ5242'47.6 FT NNE OF C/L OF U.S. 70 WEST BOUND LANE EZ5242' EZ5242'30.2 FT NE OF 4X4 POST WITH ONE WAY SIGN ON NE SHOULDER OF EZ5242'U.S. 70, AND WITH ALUMINUM REF. TAG EZ5242' EZ5242'71.2 FT NW OF 4X4 POST WITH U.S. 70 WEST SIGN ON NE SHOULDER EZ5242'OF U.S. 70 WEST BOUND LANE, AND WITH ALUMINUM REF. TAG EZ5242' EZ5242'41.0 FT ESE OF C/L OF DIRT FARM ROAD EZ5242' EZ5242'73.0 FT E OF CONCRETE STORM DRAIN COVER ON NE DITCH OF U.S. 70 EZ5242'WEST BOUND LAND EZ5242' EZ5242'127.5 FT SE OF PP WITH ALUMINUM REF. TAG ON NE BANK OF EZ5242'U.S. 70 WEST BOUND LANE 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5397 *********************************************************************** EZ5397 DESIGNATION - RUNWAY EZ5397 PID - EZ5397 EZ5397 STATE/COUNTY- NC/WAKE EZ5397 USGS QUAD - SOUTHEAST DURHAM (1993) EZ5397 EZ5397 *CURRENT SURVEY CONTROL EZ5397 ___________________________________________________________________ EZ5397* NAD 83(1986)- 35 52 40.16284(N) 078 47 09.93178(W) ADJUSTED EZ5397* NAVD 88 - 131.6 (meters) 432. (feet) VERTCON EZ5397 ___________________________________________________________________ EZ5397 LAPLACE CORR- -5.98 (seconds) DEFLEC99 EZ5397 GEOID HEIGHT- -32.05 (meters) GEOID03 EZ5397 EZ5397 HORZ ORDER - THIRD EZ5397 EZ5397.This mark is at Durham Intl-Raleigh Airport (RDU) EZ5397 EZ5397.The North Carolina HARNS have been completed but, EZ5397.due to contractual restrictions, coordinates for these stations EZ5397.will NOT be published in the near future. In the interim, the EZ5397.published coordinates in North Carolina will not be EZ5397.consistent with the Continuously Operating Reference Stations EZ5397.(CORS). The HARN coordinates for these stations are available EZ5397.upon request. Contact Gary Thompson(919-733-3836). EZ5397. EZ5397.In addition, the published North Carolina positions EZ5397.(NAD 83 (1986)) are NOT consistent with those determined in EZ5397.adjacent state readjustments. The discontinuity between stations EZ5397.located in North Carolina and those in adjacent states EZ5397.which have been adjusted to the HARN may be as much as 5 EZ5397.decimeters. This will result in a significant loss of accuracy EZ5397.over lines crossing such state borders. EZ5397 EZ5397 EZ5397.The horizontal coordinates were established by classical geodetic methods EZ5397.and adjusted by the National Geodetic Survey in July 1986. EZ5397.No horizontal observational check was made to the station. EZ5397 EZ5397.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5397 EZ5397.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5397 EZ5397.The geoid height was determined by GEOID03. EZ5397 EZ5397; North East Units Scale Factor Converg. EZ5397;SPC NC - 236,065.777 628,916.320 MT 0.99993218 +0 07 24.5 EZ5397;SPC NC - 774,492.47 2,063,369.63 sFT 0.99993218 +0 07 24.5 EZ5397;UTM 17 - 3,972,660.949 699,857.276 MT 1.00009221 +1 17 52.5 EZ5397 EZ5397! - Elev Factor x Scale Factor = Combined Factor EZ5397!SPC NC - 0.99998437 x 0.99993218 = 0.99991655 EZ5397!UTM 17 - 0.99998437 x 1.00009221 = 1.00007658 EZ5397 EZ5397: Primary Azimuth Mark Grid Az EZ5397:SPC NC - CONTROL AZ MK 242 36 04.5 EZ5397:UTM 17 - CONTROL AZ MK 241 25 36.5 EZ5397 EZ5397|---------------------------------------------------------------------| EZ5397| PID Reference Object Distance Geod. Az | EZ5397| dddmmss.s | EZ5397| EZ5396 CONTROL 243.560 METERS 06244 | EZ5397| EZ0937 CONTROL AZ MK APPROX. 0.7 KM 2424329.0 | EZ5397|---------------------------------------------------------------------| EZ5397 EZ5397 SUPERSEDED SURVEY CONTROL EZ5397 EZ5397 NAD 27 - 35 52 39.63719(N) 078 47 10.91086(W) AD( ) 3 EZ5397 NGVD 29 (07/19/86) 131.9 (m) 433. (f) VERT ANG EZ5397 EZ5397.Superseded values are not recommended for survey control. EZ5397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5397.See file dsdata.txt to determine how the superseded data were derived. EZ5397 EZ5397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9985772661(NAD 83) EZ5397_MARKER: DE = TRAVERSE STATION DISK EZ5397_SETTING: 0 = UNSPECIFIED SETTING EZ5397_STAMPING: RUNWAY 1970 EZ5397_MARK LOGO: NCGS EZ5397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ5397 EZ5397 HISTORY - Date Condition Report By EZ5397 HISTORY - 1970 MONUMENTED NCGS EZ5397 EZ5397 STATION DESCRIPTION EZ5397 EZ5397'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (WCF) EZ5397'RUNWAY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ5397'VICINITY OF RALEIGH, NORTH CAROLINA. EZ5397' EZ5397'RUNWAY IS LOCATED AT THE RALEIGH-DURHAM AIRPORT. STATION IS EZ5397'APPROXIMATELY 1000 FEET NORTHEAST OF THE AIRPORT CONTROL TOWER, ON EZ5397'THE CENTER LINE EXTENSION OF THE NW - SE RUNWAY AT THE NORTHWEST EZ5397'END OF SAME, APPROXIMATELY 900 FEET SOUTH OF AND 6 FEET EAST OF THE EZ5397'SOUTHEAST SIDE OF BLUE HANGAR WHICH IS APPROXIMATELY 700 FEET EZ5397'WEST OF USC AND GS STATION CONTROL. EZ5397' EZ5397'STATION MARK IS A STANDARD PRECAST MONUMENT WITH A N. C. GEODETIC EZ5397'TRAVERSE DISK, STAMPED RUNWAY 1970, WHICH IS FLUSH WITH THE SURFACE EZ5397'OF THE GROUND. EZ5397' EZ5397'MARK IS EZ5397'332.8 FEET NE OF GREEN AND YELLOW UNDERGROUND TELEPHONE CABLE BOX AT EZ5397'N CORNER OF PLANE SERVICE AREA AT CONTROL TOWER. EZ5397'305.0 FEET NW OF NW END OF SE-NW RUNWAY, AT USC AND GS RM NAIL IN EZ5397'WASHER. EZ5397'6.0 FEET E OF LINE PROJECTING SOUTHEAST OF THE SOUTHEAST SIDE OF EZ5397'BLUE SOUTHEAST HANGAR, APPROXIMATELY 700 FEET WEST OF USC AND EZ5397'GS MARKER CONTROL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2153 *********************************************************************** EZ2153 DESIGNATION - RUSSELL EZ2153 PID - EZ2153 EZ2153 STATE/COUNTY- NC/WAKE EZ2153 USGS QUAD - CARY (1993) EZ2153 EZ2153 *CURRENT SURVEY CONTROL EZ2153 ___________________________________________________________________ EZ2153* NAD 83(1986)- 35 47 48.91769(N) 078 52 13.88970(W) ADJUSTED EZ2153* NAVD 88 - 124.219 (meters) 407.54 (feet) ADJUSTED EZ2153 ___________________________________________________________________ EZ2153 LAPLACE CORR- -5.70 (seconds) DEFLEC99 EZ2153 GEOID HEIGHT- -31.96 (meters) GEOID03 EZ2153 DYNAMIC HT - 124.114 (meters) 407.20 (feet) COMP EZ2153 MODELED GRAV- 979,784.6 (mgal) NAVD 88 EZ2153 EZ2153 HORZ ORDER - SECOND EZ2153 VERT ORDER - SECOND CLASS II EZ2153 EZ2153.The North Carolina HARNS have been completed but, EZ2153.due to contractual restrictions, coordinates for these stations EZ2153.will NOT be published in the near future. In the interim, the EZ2153.published coordinates in North Carolina will not be EZ2153.consistent with the Continuously Operating Reference Stations EZ2153.(CORS). The HARN coordinates for these stations are available EZ2153.upon request. Contact Gary Thompson(919-733-3836). EZ2153. EZ2153.In addition, the published North Carolina positions EZ2153.(NAD 83 (1986)) are NOT consistent with those determined in EZ2153.adjacent state readjustments. The discontinuity between stations EZ2153.located in North Carolina and those in adjacent states EZ2153.which have been adjusted to the HARN may be as much as 5 EZ2153.decimeters. This will result in a significant loss of accuracy EZ2153.over lines crossing such state borders. EZ2153 EZ2153 EZ2153.The horizontal coordinates were established by classical geodetic methods EZ2153.and adjusted by the National Geodetic Survey in July 1986. EZ2153 EZ2153.The orthometric height was determined by differential leveling EZ2153.and adjusted by the National Geodetic Survey in June 1991. EZ2153 EZ2153.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2153 EZ2153.The geoid height was determined by GEOID03. EZ2153 EZ2153.The dynamic height is computed by dividing the NAVD 88 EZ2153.geopotential number by the normal gravity value computed on the EZ2153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2153.degrees latitude (g = 980.6199 gals.). EZ2153 EZ2153.The modeled gravity was interpolated from observed gravity values. EZ2153 EZ2153; North East Units Scale Factor Converg. EZ2153;SPC NC - 227,076.775 621,304.062 MT 0.99991776 +0 04 29.0 EZ2153;SPC NC - 745,001.05 2,038,395.08 sFT 0.99991776 +0 04 29.0 EZ2153;UTM 17 - 3,963,516.657 692,429.491 MT 1.00005631 +1 14 45.4 EZ2153 EZ2153! - Elev Factor x Scale Factor = Combined Factor EZ2153!SPC NC - 0.99998552 x 0.99991776 = 0.99990328 EZ2153!UTM 17 - 0.99998552 x 1.00005631 = 1.00004183 EZ2153 EZ2153: Primary Azimuth Mark Grid Az EZ2153:SPC NC - CROWN 353 44 20.6 EZ2153:UTM 17 - CROWN 352 34 04.2 EZ2153 EZ2153|---------------------------------------------------------------------| EZ2153| PID Reference Object Distance Geod. Az | EZ2153| dddmmss.s | EZ2153| EZ2154 CROWN APPROX. 0.5 KM 3534849.6 | EZ2153|---------------------------------------------------------------------| EZ2153 EZ2153 SUPERSEDED SURVEY CONTROL EZ2153 EZ2153 NAD 27 - 35 47 48.38044(N) 078 52 14.86960(W) AD( ) 2 EZ2153 NGVD 29 (??/??/92) 124.472 (m) 408.37 (f) ADJ UNCH 2 2 EZ2153 EZ2153.Superseded values are not recommended for survey control. EZ2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2153.See file dsdata.txt to determine how the superseded data were derived. EZ2153 EZ2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9242963517(NAD 83) EZ2153_MARKER: DE = TRAVERSE STATION DISK EZ2153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2153_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2153_STAMPING: RUSSELL 1961 EZ2153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2153+STABILITY: SURFACE MOTION EZ2153 EZ2153 HISTORY - Date Condition Report By EZ2153 HISTORY - 1961 MONUMENTED NCGS EZ2153 HISTORY - 1975 GOOD FLDT EZ2153 EZ2153 STATION DESCRIPTION EZ2153 EZ2153'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ2153'RUSSELL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2153'IN THE VICINITY OF DURHAM, NORTH CAROLINA. EZ2153' EZ2153'RUSSELL IS LOCATED APPROXIMATELY 3.1 MILES SW OF MORRISVILLE, EZ2153'N. C. AND 1.6 MILES S OF CARPENTER, N. C. TO REACH THE STATION EZ2153'PROCEED FROM THE INTERSECTION OF NC 55 AND SR 1615 WEST OF EZ2153'UPCHURCH. GO NORTH ON NC 55 FOR 0.7 MILES TO STATION. THE EZ2153'STATION IS LOCATED ON EDGE OF 10 FT CUT AND AT WEST EDGE OF EZ2153'CULTIVATED FIELD. EAST OF NC 55. EZ2153' EZ2153'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2153'RUSSELL 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2153'WHICH IS 3 INCHES ABOVE THE SURFACE OF THE GROUND. EZ2153' EZ2153'MARK IS EZ2153' EZ2153'45.4 FT E OF C/L OF NC 55 EZ2153' EZ2153'61.6 FT NW OF PP WITH ALUMINUM REF. TAG EZ2153' EZ2153'100.4 FT SW OF SW CORNER OF OLD WHITE FRAME HOUSE EZ2153' EZ2153'2.0 FT E OF WEST EDGE OF CUT EZ2153' EZ2153'78.6 FT SW OF DOUBLE CHINABERRY TREE WITH ALUMINUM REF. TAG EZ2153 EZ2153 STATION RECOVERY (1975) EZ2153 EZ2153'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975 EZ2153'1.7 MI S FROM CARPENTER. EZ2153'STATION IS LOCATED APPROXIMATELY 4.7 MILES NORTH OF APEX. TO REACH EZ2153'STATION FROM INTERSECTION OF NC 55 AND SR 1615 (UPCHURCH TO GREEN EZ2153'LEVEL RD.), PROCEED NORTH ALONG NC 55 FOR 0.7 MILE TO STATION ON RIGHT EZ2153'ON A 10 FOOT CUT. 45.4 FT. E OF CENTERLINE OF NC 55, 100.4 FT. SW OF EZ2153'SOUTHWEST CORNER OF OLD WHITE FRAME HOUSE, 2.0 FT. E OF WEST EDGE OF EZ2153'CUT, 78.6 FT. SW OF DOUBLE CHINABERRY WITH ALUMINUM REF. TAG, 115.0 EZ2153'FT. SSE OF SOUTHERNMOST GATE POST ON WEST SIDE OF NC 55 WITH ALUMINUM EZ2153'REF. TAG AND 62.2 FT. NNW OF POWER POLE WITH TRANSFORMER AND ALUMINUM EZ2153'REF. TAG. DISK IS SET IN TOP OF CONCRETE CYLINDER, 3 INCHES ABOVE THE EZ2153'SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1102 *********************************************************************** EZ1102 DESIGNATION - R/W MARKER EZ1102 PID - EZ1102 EZ1102 STATE/COUNTY- NC/WAKE EZ1102 USGS QUAD - CARY (1993) EZ1102 EZ1102 *CURRENT SURVEY CONTROL EZ1102 ___________________________________________________________________ EZ1102* NAD 83(1986)- 35 51 57.40552(N) 078 48 51.19290(W) ADJUSTED EZ1102* NAVD 88 - 109.756 (meters) 360.09 (feet) ADJUSTED EZ1102 ___________________________________________________________________ EZ1102 LAPLACE CORR- -6.08 (seconds) DEFLEC99 EZ1102 GEOID HEIGHT- -31.98 (meters) GEOID03 EZ1102 DYNAMIC HT - 109.664 (meters) 359.79 (feet) COMP EZ1102 MODELED GRAV- 979,793.8 (mgal) NAVD 88 EZ1102 EZ1102 HORZ ORDER - SECOND EZ1102 VERT ORDER - SECOND CLASS II EZ1102 EZ1102.The North Carolina HARNS have been completed but, EZ1102.due to contractual restrictions, coordinates for these stations EZ1102.will NOT be published in the near future. In the interim, the EZ1102.published coordinates in North Carolina will not be EZ1102.consistent with the Continuously Operating Reference Stations EZ1102.(CORS). The HARN coordinates for these stations are available EZ1102.upon request. Contact Gary Thompson(919-733-3836). EZ1102. EZ1102.In addition, the published North Carolina positions EZ1102.(NAD 83 (1986)) are NOT consistent with those determined in EZ1102.adjacent state readjustments. The discontinuity between stations EZ1102.located in North Carolina and those in adjacent states EZ1102.which have been adjusted to the HARN may be as much as 5 EZ1102.decimeters. This will result in a significant loss of accuracy EZ1102.over lines crossing such state borders. EZ1102 EZ1102 EZ1102.The horizontal coordinates were established by classical geodetic methods EZ1102.and adjusted by the National Geodetic Survey in July 1986. EZ1102 EZ1102.The orthometric height was determined by differential leveling EZ1102.and adjusted by the National Geodetic Survey in June 1991. EZ1102 EZ1102.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1102 EZ1102.The geoid height was determined by GEOID03. EZ1102 EZ1102.The dynamic height is computed by dividing the NAVD 88 EZ1102.geopotential number by the normal gravity value computed on the EZ1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1102.degrees latitude (g = 980.6199 gals.). EZ1102 EZ1102.The modeled gravity was interpolated from observed gravity values. EZ1102 EZ1102; North East Units Scale Factor Converg. EZ1102;SPC NC - 234,742.921 626,378.925 MT 0.99992993 +0 06 26.0 EZ1102;SPC NC - 770,152.40 2,055,044.86 sFT 0.99992993 +0 06 26.0 EZ1102;UTM 17 - 3,971,286.164 697,347.132 MT 1.00007992 +1 16 51.8 EZ1102 EZ1102! - Elev Factor x Scale Factor = Combined Factor EZ1102!SPC NC - 0.99998779 x 0.99992993 = 0.99991772 EZ1102!UTM 17 - 0.99998779 x 1.00007992 = 1.00006771 EZ1102 EZ1102: Primary Azimuth Mark Grid Az EZ1102:SPC NC - REBECCA 154 48 04.6 EZ1102:UTM 17 - REBECCA 153 37 38.8 EZ1102 EZ1102|---------------------------------------------------------------------| EZ1102| PID Reference Object Distance Geod. Az | EZ1102| dddmmss.s | EZ1102| EZ1103 REBECCA 413.129 METERS 1545430.6 | EZ1102| EZ1101 GASTON 336.887 METERS 34500 | EZ1102|---------------------------------------------------------------------| EZ1102 EZ1102 SUPERSEDED SURVEY CONTROL EZ1102 EZ1102 NAD 27 - 35 51 56.88054(N) 078 48 52.17200(W) AD( ) 2 EZ1102 NGVD 29 (??/??/92) 110.009 (m) 360.92 (f) ADJ UNCH 2 2 EZ1102 EZ1102.Superseded values are not recommended for survey control. EZ1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1102.See file dsdata.txt to determine how the superseded data were derived. EZ1102 EZ1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9734771286(NAD 83) EZ1102_MARKER: Z = SEE DESCRIPTION EZ1102_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND EZ1102_SP_SET: INTERSECTION EZ1102_STAMPING: R/W EZ1102_MARK LOGO: NCSHC EZ1102_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT EZ1102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ1102_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ1102+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004 EZ1102 EZ1102 HISTORY - Date Condition Report By EZ1102 HISTORY - 1973 MONUMENTED NCSHC EZ1102 HISTORY - 1974 GOOD NCGS EZ1102 HISTORY - 20040805 GOOD NCGS EZ1102 EZ1102 STATION DESCRIPTION EZ1102 EZ1102'DESCRIBED BY NC STATE HWYS COMM 1973 (LWA) EZ1102'R/W MARKER IS A N. C. STATE HIGHWAY COMMISSION MARK IN THE VICINITY EZ1102'OF MORRISVILLE, NORTH CAROLINA. EZ1102' EZ1102'R/W MARKER IS LOCATED APPROXIMATELY 3.1 MILES NORTH OF MORRISVILLE, EZ1102'AND 11.5 MILES WNW OF RALEIGH. TO REACH STATION FROM THE SR 1788 EZ1102'(RDU AIRPORT ROAD) OVERPASS OF I-40 (WEST), PROCEED ESE ALONG SR EZ1102'1788 FOR 0.2 MILES TO T INTERSECTION WITH SR 1789, THENCE NNW ALONG EZ1102'SR 1789 FOR 0.25 MILES TO STATION ON LEFT ON TOP OF A 4 FOOT EZ1102'BANK, 0.25 MILES SOUTH OF INTERSECTION WITH SR 1792. EZ1102' EZ1102'STATION IS A STANDARD N. C. HIGHWAY COMMISSION R/W CONCRETE POST, EZ1102'WITH SINKER IN CENTER, THE TOP OF WHICH IS PROJECTING 7 INCHES ABOVE EZ1102'THE SURFACE OF THE GROUND. EZ1102' EZ1102'MARK IS EZ1102'50.3 FEET W OF C/L SR 1789. EZ1102'39.4 FEET N OF C/L DIRT PATH (WEST). EZ1102'36.3 FEET NW OF TOP CENTER OF N END OF CULVERT UNDER DIRT PATH. EZ1102'53.1 FEET N OF 4 INCH SWEETGUM W/ALUMINUM REF. TAG. EZ1102'21.1 FEET SE OF 6 INCH PINE W/ALUMINUM REF. TAG. EZ1102 EZ1102 STATION RECOVERY (1974) EZ1102 EZ1102'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 EZ1102'3.0 MI E FROM NEW LONDON. EZ1102'MARK IS LOCATED APPROXIMATELY 6.7 MILES NORTH OF ALBEMARLE. TO REACH EZ1102'MARK FROM INTERSECTION OF NC 740 WITH US 52 IN NEW LONDON, PROCEED EZ1102'EASTERLY ALONG NC 740 FOR 3.35 MILES TO SR 1522 AND MARK ON LEFT IN NW EZ1102'QUADRANT OF INTERSECTION, THE TOP OF A NCSHC R/W MARKER PROJECTING 6 EZ1102'INCHES ABOVE THE GROUND. 31.0 FT. NNW OF C/L NC 740, AND 28.8 FT. WNW EZ1102'OF C/L SR 1522. EZ1102 EZ1102 STATION RECOVERY (2004) EZ1102 EZ1102'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL) EZ1102'THE 1974 RECOVERY DATA (ABOVE) DOES NOT APPLY TO THIS STATION. STATION EZ1102'IS LOCATED ABOUT 3.1 MI (5.0 KM) NORTH OF MORRISVILLE AND 11.5 MI EZ1102'(18.5 KM) WEST-NORTHWEST OF RALEIGH, SOUTHWEST OF THE RALEIGH DURHAM EZ1102'AIRPORT. PROCEED ALONG SR 3015 (AIRPORT ROAD) FOR 0.2 MI (0.3 KM) FROM EZ1102'OVERPASS OF I-40 TO SR 1789 (PLEASANT GROVE CHURCH ROAD), THENCE EZ1102'NORTH-NORTHWEST ALONG SR 1789 FOR 0.25 MI (0.40 KM) TO THE STATION ON EZ1102'TOP OF A 4-FOOT BANK ON THE LEFT. ALSO, 0.2 MI (0.3 KM) SOUTH OF SR EZ1102'1792 (TRIPLE OAK ROAD). MARK IS A SINKER IN THE TOP CENTER OF A EZ1102'CONCRETE RIGHT-OF-WAY POST WHICH PROJECTS 11-IN ABOVE THE GROUND AND EZ1102'IS ABOUT 4-FT HIGHER THAN SR 1789. LOCATED 36.7 FT (11.2 M) WEST OF EZ1102'THE CENTERLINE OF SR 1789, 28.2 FT (8.6 M) SOUTHWEST OF A WATER VALVE, EZ1102'35.7 FT (10.9 M) WEST-SOUTHWEST OF A WATER VALVE, 19.7 FT (6.0 M) EZ1102'SOUTH-SOUTHWEST OF A FIRE HYDRANT, 53.1 FT (16.2 M) NORTH OF A 6-IN EZ1102'SWEET GUM WITH REFERENCE TAG AND 21.1 FT (6.4 M) SOUTHEAST OF A 12-IN EZ1102'PINE STUMP. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0633 *********************************************************************** EZ0633 DESIGNATION - S 230 EZ0633 PID - EZ0633 EZ0633 STATE/COUNTY- NC/WAKE EZ0633 USGS QUAD - SOUTHEAST DURHAM (1993) EZ0633 EZ0633 *CURRENT SURVEY CONTROL EZ0633 ___________________________________________________________________ EZ0633* NAD 83(1986)- 35 53 01. (N) 078 48 25. (W) SCALED EZ0633* NAVD 88 - 94.581 (meters) 310.30 (feet) ADJUSTED EZ0633 ___________________________________________________________________ EZ0633 GEOID HEIGHT- -31.96 (meters) GEOID03 EZ0633 DYNAMIC HT - 94.501 (meters) 310.04 (feet) COMP EZ0633 MODELED GRAV- 979,791.7 (mgal) NAVD 88 EZ0633 EZ0633 VERT ORDER - SECOND CLASS 0 EZ0633 EZ0633.The horizontal coordinates were scaled from a topographic map and have EZ0633.an estimated accuracy of +/- 6 seconds. EZ0633 EZ0633.The orthometric height was determined by differential leveling EZ0633.and adjusted by the National Geodetic Survey in June 1991. EZ0633.WARNING-Repeat measurements at this control monument indicate possible EZ0633.vertical movement. EZ0633 EZ0633.The geoid height was determined by GEOID03. EZ0633 EZ0633.The dynamic height is computed by dividing the NAVD 88 EZ0633.geopotential number by the normal gravity value computed on the EZ0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0633.degrees latitude (g = 980.6199 gals.). EZ0633 EZ0633.The modeled gravity was interpolated from observed gravity values. EZ0633 EZ0633; North East Units Estimated Accuracy EZ0633;SPC NC - 236,700. 627,030. MT (+/- 180 meters Scaled) EZ0633 EZ0633 SUPERSEDED SURVEY CONTROL EZ0633 EZ0633 NGVD 29 (??/??/92) 94.834 (m) 311.13 (f) ADJ UNCH 2 0 EZ0633 EZ0633.Superseded values are not recommended for survey control. EZ0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0633.See file dsdata.txt to determine how the superseded data were derived. EZ0633 EZ0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV979732(NAD 83) EZ0633_MARKER: DB = BENCH MARK DISK EZ0633_SETTING: 30 = SET IN A LIGHT STRUCTURE EZ0633_SP_SET: SET IN A LIGHT STRUCTURE EZ0633_STAMPING: S 230 1957 EZ0633_MARK LOGO: CGS EZ0633_MAGNETIC: N = NO MAGNETIC MATERIAL EZ0633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ0633_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ0633+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004 EZ0633 EZ0633 HISTORY - Date Condition Report By EZ0633 HISTORY - 1957 MONUMENTED CGS EZ0633 HISTORY - 1976 GOOD NCGS EZ0633 HISTORY - 20040805 SEE DESCRIPTION NCGS EZ0633 EZ0633 STATION DESCRIPTION EZ0633 EZ0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 EZ0633'4.3 MI N FROM MORRISVILLE. EZ0633'STATION IS LOCATED ALONG THE HARD-SURFACED ROAD EXTENDING FROM EZ0633'THE JUNCTION OF HIGHWAYS 54 AND 70A (AT NELSON) TO THE RALEIGH-DURHAM EZ0633'AIRPORT, ON THE CONCRETE ABUTMENT OF THE CULVERT AT BRIER CREEK. EZ0633'STATION IS MARKED BY A STANDARD DISK SET IN CEMENT IN A DRILL EZ0633'HOLE IN THE EAST END OF THE SOUTH ABUTMENT. EZ0633 EZ0633 STATION RECOVERY (1976) EZ0633 EZ0633'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ0633'TO REACH STATION FROM THE K INTERSECTION OF SR 1002, SR 1642 AND SR EZ0633'1644 AT THE RALEIGH-DURHAM AIRPORT, PROCEED WEST ALONG SR 1642 FOR 1.2 EZ0633'MILES TO STATION ON HEADWALL OF CULVERT. 20.5 FT. SSW OF C/L OF SR EZ0633'1642, 39.6 FT. NW OF TP WITH ALUMINUM REF. TAG AND 0.4 FT. W OF E END EZ0633'OF S HEADWALL. DISK IS SET IN CEMENT IN A DRILL HOLE IN THE EAST END EZ0633'OF THE SOUTH ABUTMENT. EZ0633 EZ0633 STATION RECOVERY (2004) EZ0633 EZ0633'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL) EZ0633'STATION WAS NOT FOUND AND BELIEVED LOST. THERE IS NO CONCRETE ABUTMENT EZ0633'ON THE SOUTH SIDE OF SR 1642 (NELSON ROAD). 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6605 *********************************************************************** EZ6605 DESIGNATION - SALED EZ6605 PID - EZ6605 EZ6605 STATE/COUNTY- NC/WAKE EZ6605 USGS QUAD - RALEIGH WEST (1988) EZ6605 EZ6605 *CURRENT SURVEY CONTROL EZ6605 ___________________________________________________________________ EZ6605* NAD 83(1986)- 35 46 52.80315(N) 078 38 23.85417(W) ADJUSTED EZ6605* NAVD 88 - 107.1 (meters) 351. (feet) VERTCON EZ6605 ___________________________________________________________________ EZ6605 LAPLACE CORR- -7.43 (seconds) DEFLEC99 EZ6605 GEOID HEIGHT- -32.90 (meters) GEOID03 EZ6605 EZ6605 HORZ ORDER - SECOND EZ6605 EZ6605.The North Carolina HARNS have been completed but, EZ6605.due to contractual restrictions, coordinates for these stations EZ6605.will NOT be published in the near future. In the interim, the EZ6605.published coordinates in North Carolina will not be EZ6605.consistent with the Continuously Operating Reference Stations EZ6605.(CORS). The HARN coordinates for these stations are available EZ6605.upon request. Contact Gary Thompson(919-733-3836). EZ6605. EZ6605.In addition, the published North Carolina positions EZ6605.(NAD 83 (1986)) are NOT consistent with those determined in EZ6605.adjacent state readjustments. The discontinuity between stations EZ6605.located in North Carolina and those in adjacent states EZ6605.which have been adjusted to the HARN may be as much as 5 EZ6605.decimeters. This will result in a significant loss of accuracy EZ6605.over lines crossing such state borders. EZ6605 EZ6605 EZ6605.The horizontal coordinates were established by classical geodetic methods EZ6605.and adjusted by the National Geodetic Survey in December 1992. EZ6605 EZ6605.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6605 EZ6605.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6605 EZ6605.The geoid height was determined by GEOID03. EZ6605 EZ6605; North East Units Scale Factor Converg. EZ6605;SPC NC - 225,398.815 642,150.348 MT 0.99991521 +0 12 28.1 EZ6605;SPC NC - 739,495.95 2,106,788.27 sFT 0.99991521 +0 12 28.1 EZ6605;UTM 17 - 3,962,265.167 713,309.726 MT 1.00016072 +1 22 49.5 EZ6605 EZ6605! - Elev Factor x Scale Factor = Combined Factor EZ6605!SPC NC - 0.99998835 x 0.99991521 = 0.99990356 EZ6605!UTM 17 - 0.99998835 x 1.00016072 = 1.00014907 EZ6605 EZ6605 SUPERSEDED SURVEY CONTROL EZ6605 EZ6605 NGVD 29 (02/27/98) 107.4 (m) 352. (f) VERT ANG EZ6605 EZ6605.Superseded values are not recommended for survey control. EZ6605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6605.See file dsdata.txt to determine how the superseded data were derived. EZ6605 EZ6605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1331062265(NAD 83) EZ6605_MARKER: DE = TRAVERSE STATION DISK EZ6605_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. EZ6605_SP_SET: SIDEWALK EZ6605_STAMPING: SALED 1983 EZ6605_MARK LOGO: NCGS EZ6605_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ6605_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ6605+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2004 EZ6605 EZ6605 HISTORY - Date Condition Report By EZ6605 HISTORY - 1983 MONUMENTED NCGS EZ6605 HISTORY - 19911106 GOOD NCGS EZ6605 HISTORY - 20041026 GOOD INDIV EZ6605 EZ6605 STATION DESCRIPTION EZ6605 EZ6605'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG) EZ6605'THE STATION IS AT THE NORTHWEST CORNER OF THE CAPITOL SQUARE, IN EZ6605'RALEIGH. EZ6605' EZ6605'LOCATED IN THE NORTHEAST QUADRANT OF EDENTON AND SALISBURY STREETS, EZ6605'SET IN THE SIDEWALK. EZ6605' EZ6605'THE STATION IS A STANDARD NCGS DISK EZ6605'STAMPED---SALED 1983---, EZ6605'SET INTO A DRILLED HOLE. MARK IS EZ6605'7.25 METERS (23.8 FT) EAST FROM THE CENTERLINE OF SALISBURY STREET, EZ6605'10.64 METERS (34.9 FT) NORTH FROM THE CENTERLINE OF EDENTON STREET, EZ6605'AND EZ6605'6.34 METERS (20.8 FT) NORTHWEST FROM A FIRE HYDRANT. EZ6605' EZ6605'MARK IS ABOUT LEVEL WITH SIDEWALK AND 1 FOOT ABOVE STREET LEVEL. EZ6605 EZ6605 STATION RECOVERY (1991) EZ6605 EZ6605'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1991 (EWB) EZ6605'RECOVERED AS DESCRIBED. EZ6605 EZ6605 STATION RECOVERY (2004) EZ6605 EZ6605'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JIJ) EZ6605'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1139 *********************************************************************** EZ1139 DESIGNATION - SALEM EZ1139 PID - EZ1139 EZ1139 STATE/COUNTY- NC/WAKE EZ1139 USGS QUAD - APEX (1993) EZ1139 EZ1139 *CURRENT SURVEY CONTROL EZ1139 ___________________________________________________________________ EZ1139* NAD 83(1986)- 35 43 37.84621(N) 078 51 15.59976(W) ADJUSTED EZ1139* NAVD 88 - 146.700 (meters) 481.30 (feet) ADJUSTED EZ1139 ___________________________________________________________________ EZ1139 LAPLACE CORR- -5.07 (seconds) DEFLEC99 EZ1139 GEOID HEIGHT- -32.21 (meters) GEOID03 EZ1139 DYNAMIC HT - 146.573 (meters) 480.88 (feet) COMP EZ1139 MODELED GRAV- 979,763.8 (mgal) NAVD 88 EZ1139 EZ1139 HORZ ORDER - SECOND EZ1139 VERT ORDER - SECOND CLASS II EZ1139 EZ1139.The North Carolina HARNS have been completed but, EZ1139.due to contractual restrictions, coordinates for these stations EZ1139.will NOT be published in the near future. In the interim, the EZ1139.published coordinates in North Carolina will not be EZ1139.consistent with the Continuously Operating Reference Stations EZ1139.(CORS). The HARN coordinates for these stations are available EZ1139.upon request. Contact Gary Thompson(919-733-3836). EZ1139. EZ1139.In addition, the published North Carolina positions EZ1139.(NAD 83 (1986)) are NOT consistent with those determined in EZ1139.adjacent state readjustments. The discontinuity between stations EZ1139.located in North Carolina and those in adjacent states EZ1139.which have been adjusted to the HARN may be as much as 5 EZ1139.decimeters. This will result in a significant loss of accuracy EZ1139.over lines crossing such state borders. EZ1139 EZ1139 EZ1139.The horizontal coordinates were established by classical geodetic methods EZ1139.and adjusted by the National Geodetic Survey in July 1986. EZ1139 EZ1139.The orthometric height was determined by differential leveling EZ1139.and adjusted by the National Geodetic Survey in June 1991. EZ1139 EZ1139.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1139 EZ1139.The geoid height was determined by GEOID03. EZ1139 EZ1139.The dynamic height is computed by dividing the NAVD 88 EZ1139.geopotential number by the normal gravity value computed on the EZ1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1139.degrees latitude (g = 980.6199 gals.). EZ1139 EZ1139.The modeled gravity was interpolated from observed gravity values. EZ1139 EZ1139; North East Units Scale Factor Converg. EZ1139;SPC NC - 219,341.287 622,778.926 MT 0.99990693 +0 05 02.7 EZ1139;SPC NC - 719,622.21 2,043,233.86 sFT 0.99990693 +0 05 02.7 EZ1139;UTM 17 - 3,955,811.763 694,062.270 MT 1.00006409 +1 15 11.9 EZ1139 EZ1139! - Elev Factor x Scale Factor = Combined Factor EZ1139!SPC NC - 0.99998203 x 0.99990693 = 0.99988896 EZ1139!UTM 17 - 0.99998203 x 1.00006409 = 1.00004612 EZ1139 EZ1139: Primary Azimuth Mark Grid Az EZ1139:SPC NC - MASON 111 04 10.4 EZ1139:UTM 17 - MASON 109 54 01.2 EZ1139 EZ1139|---------------------------------------------------------------------| EZ1139| PID Reference Object Distance Geod. Az | EZ1139| dddmmss.s | EZ1139| EZ1138 MASON 421.496 METERS 1110913.1 | EZ1139| EZ1140 UPCHURCH 375.849 METERS 29735 | EZ1139|---------------------------------------------------------------------| EZ1139 EZ1139 SUPERSEDED SURVEY CONTROL EZ1139 EZ1139 NAD 27 - 35 43 37.29994(N) 078 51 16.57282(W) AD( ) 2 EZ1139 NGVD 29 (??/??/92) 146.954 (m) 482.13 (f) ADJ UNCH 2 2 EZ1139 EZ1139.Superseded values are not recommended for survey control. EZ1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1139.See file dsdata.txt to determine how the superseded data were derived. EZ1139 EZ1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9406255812(NAD 83) EZ1139_MARKER: DE = TRAVERSE STATION DISK EZ1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1139_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1139_STAMPING: SALEM 1967 EZ1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1139+STABILITY: SURFACE MOTION EZ1139 EZ1139 HISTORY - Date Condition Report By EZ1139 HISTORY - 1967 MONUMENTED NCGS EZ1139 HISTORY - 1974 GOOD NCGS EZ1139 HISTORY - 19740901 GOOD USGS EZ1139 HISTORY - 1979 GOOD LOCSUR EZ1139 EZ1139 STATION DESCRIPTION EZ1139 EZ1139'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1139'SALEM IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1139'IN THE VICINITY OF APEX, NORTH CAROLINA. EZ1139' EZ1139'SALEM IS LOCATED APPROXIMATELY 0.4 MILES SSW OF THE CENTER EZ1139'OF APEX. TO REACH STATION PROCEED FROM THE INTERSECTION OF EZ1139'NC 55 AND U.S. 1, GO NORTHWEST ON NC 55 FOR 1.2 MILES TO S. EZ1139'SALEM ST. (SR 1011) (OLD U.S. 1) AND STATION. WHICH IS IN THE EZ1139'SOUTHWEST QUADRANT OF INTERSECTION, ON THE SOUTH SHOULDER OF NC EZ1139'55 (W. WILLIAMS ST.) ACROSS NC 55 FROM FARRELLS ESSO STATION. EZ1139' EZ1139'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1139'SALEM 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1139'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EZ1139' EZ1139'MARK IS EZ1139' EZ1139'18.7 FT SSW OF C/L OF NC 55 (W. WILLIAMS ST.) EZ1139' EZ1139'8.7 FT NW OF FIRE HYDRANT EZ1139' EZ1139'17.0 FT NW OF 4X4 POST WITH SR 1011 SIGN, AND WITH ALUMINUM EZ1139'REF. TAG EZ1139' EZ1139'4.4 FT NW OF METAL POST WITH S. SALEM ST. AND W. WILLIAMS ST. SIGN EZ1139' EZ1139'33.1 FT NW OF TP WITH ALUMINUM REF. TAG ON W SIDE OF S. SALEM ST. EZ1139' EZ1139'16.4 FT W OF WATER METER COVER EZ1139 EZ1139 STATION RECOVERY (1974) EZ1139 EZ1139'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 EZ1139'IN APEX. EZ1139'STATION IS LOCATED IN SOUTH QUADRANT OF INTERSECTION OF NC 55 EZ1139'WITH SOUTH SALEM STREET (OLD U.S. 1), ABOUT 0.3 MILE SW OF CENTER EZ1139'OF DOWNTOWN APEX, 18.7 FT SSW OF C/L NC 55 (WILLIAMS STREET), EZ1139'45.5 FT WNW OF CENTER OF MANHOLE COVER IN SALEM STREET AT EZ1139'INTERSECTION, 4.4 FT NW OF SOUTH SALEM STREET - WEST WILLIAMS EZ1139'STREET SIGN POST, 8.7 FT NW OF A FIRE HYDRANT, 81.1 FT ENE OF A EZ1139'40 IN WHITE OAK WITH ALUMINUM REF. TAG, AND 94.8 FT ESE OF PP EZ1139'13 WITH ALUMINUM REF. TAG. DISK IS SET IN TOP OF CONCRETE EZ1139'CYLINDER, 3 INCHES BELOW THE GROUND. EZ1139 EZ1139 STATION RECOVERY (1974) EZ1139 EZ1139'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (ESL) EZ1139'RECOVERED IN GOOD CONDITION. EZ1139 EZ1139 STATION RECOVERY (1979) EZ1139 EZ1139'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (ARB) EZ1139'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2210 *********************************************************************** EZ2210 DESIGNATION - SALON EZ2210 PID - EZ2210 EZ2210 STATE/COUNTY- NC/WAKE EZ2210 USGS QUAD - GARNER (1993) EZ2210 EZ2210 *CURRENT SURVEY CONTROL EZ2210 ___________________________________________________________________ EZ2210* NAD 83(1986)- 35 42 03.29192(N) 078 36 43.61876(W) ADJUSTED EZ2210* NAVD 88 - 104.883 (meters) 344.10 (feet) POSTED EZ2210 ___________________________________________________________________ EZ2210 LAPLACE CORR- -7.45 (seconds) DEFLEC99 EZ2210 GEOID HEIGHT- -33.20 (meters) GEOID03 EZ2210 DYNAMIC HT - 104.790 (meters) 343.80 (feet) COMP EZ2210 MODELED GRAV- 979,749.7 (mgal) NAVD 88 EZ2210 EZ2210 HORZ ORDER - SECOND EZ2210 VERT ORDER - * POSTED, Code F , SEE BELOW EZ2210 EZ2210.The North Carolina HARNS have been completed but, EZ2210.due to contractual restrictions, coordinates for these stations EZ2210.will NOT be published in the near future. In the interim, the EZ2210.published coordinates in North Carolina will not be EZ2210.consistent with the Continuously Operating Reference Stations EZ2210.(CORS). The HARN coordinates for these stations are available EZ2210.upon request. Contact Gary Thompson(919-733-3836). EZ2210. EZ2210.In addition, the published North Carolina positions EZ2210.(NAD 83 (1986)) are NOT consistent with those determined in EZ2210.adjacent state readjustments. The discontinuity between stations EZ2210.located in North Carolina and those in adjacent states EZ2210.which have been adjusted to the HARN may be as much as 5 EZ2210.decimeters. This will result in a significant loss of accuracy EZ2210.over lines crossing such state borders. EZ2210 EZ2210 EZ2210.The horizontal coordinates were established by classical geodetic methods EZ2210.and adjusted by the National Geodetic Survey in July 1986. EZ2210 EZ2210.The orthometric height was determined by differential leveling EZ2210.and adjusted by the National Geodetic Survey in 1992. EZ2210.* This is a POSTED BENCH MARK height. Code F indicates a distribution EZ2210.rate greater than 8.0 mm/km. EZ2210 EZ2210.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2210 EZ2210.The geoid height was determined by GEOID03. EZ2210 EZ2210.The dynamic height is computed by dividing the NAVD 88 EZ2210.geopotential number by the normal gravity value computed on the EZ2210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2210.degrees latitude (g = 980.6199 gals.). EZ2210 EZ2210.The modeled gravity was interpolated from observed gravity values. EZ2210 EZ2210; North East Units Scale Factor Converg. EZ2210;SPC NC - 216,486.264 644,702.334 MT 0.99990324 +0 13 25.9 EZ2210;SPC NC - 710,255.35 2,115,160.91 sFT 0.99990324 +0 13 25.9 EZ2210;UTM 17 - 3,953,404.354 716,044.085 MT 1.00017520 +1 23 38.4 EZ2210 EZ2210! - Elev Factor x Scale Factor = Combined Factor EZ2210!SPC NC - 0.99998875 x 0.99990324 = 0.99989199 EZ2210!UTM 17 - 0.99998875 x 1.00017520 = 1.00016395 EZ2210 EZ2210: Primary Azimuth Mark Grid Az EZ2210:SPC NC - HUDSON 348 46 31.4 EZ2210:UTM 17 - HUDSON 347 36 18.9 EZ2210 EZ2210|---------------------------------------------------------------------| EZ2210| PID Reference Object Distance Geod. Az | EZ2210| dddmmss.s | EZ2210| EZ2211 CROW 305.135 METERS 15934 | EZ2210| EZ2209 HUDSON APPROX. 0.6 KM 3485957.3 | EZ2210|---------------------------------------------------------------------| EZ2210 EZ2210 SUPERSEDED SURVEY CONTROL EZ2210 EZ2210 NAD 27 - 35 42 02.74014(N) 078 36 44.60512(W) AD( ) 2 EZ2210 NGVD 29 (??/??/92) 105.145 (m) 344.96 (f) ADJ UNCH 2 2 EZ2210 EZ2210.Superseded values are not recommended for survey control. EZ2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2210.See file dsdata.txt to determine how the superseded data were derived. EZ2210 EZ2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1604453404(NAD 83) EZ2210_MARKER: DE = TRAVERSE STATION DISK EZ2210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2210_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2210_STAMPING: SALON 1968 EZ2210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2210+STABILITY: SURFACE MOTION EZ2210 EZ2210 HISTORY - Date Condition Report By EZ2210 HISTORY - 1968 MONUMENTED NCGS EZ2210 HISTORY - 1976 GOOD NCGS EZ2210 HISTORY - 1978 GOOD NCGS EZ2210 HISTORY - 20021112 MARK NOT FOUND USPSQD EZ2210 HISTORY - 20040523 MARK NOT FOUND USPSQD EZ2210 EZ2210 STATION DESCRIPTION EZ2210 EZ2210'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EZ2210'SALON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2210'IN THE VICINITY OF CLAYTON, NORTH CAROLINA. EZ2210' EZ2210'SALON IS LOCATED APPROXIMATELY 0.6 MILES SOUTHWEST OF THE EZ2210'CENTER OF GARNER. TO REACH STATION PROCEED FROM THE EZ2210'INTERSECTION OF NC 50 WITH U.S. 70, GO SOUTH ON NC 50 FOR EZ2210'0.4 MILES TO STATION. WHICH IS ON THE WEST SHOULDER OF NC 50 EZ2210'ACROSS ROAD FROM NORTH SIDE OF DRIVEWAY TO HOUSE NO. 80. EZ2210' EZ2210'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2210'SALON 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2210'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EZ2210' EZ2210'MARK IS EZ2210' EZ2210'56.0 FT W OF NC 50 EZ2210' EZ2210'4.9 FT N OF 4X4 POST WITH SPEED LIMIT 35 SIGN, AND WITH ALUMINUM EZ2210'REF. TAG EZ2210' EZ2210'103.2 FT NNE PP WITH ALUMINUM REF. TAG ON W SIDE OF NC 50 EZ2210' EZ2210'110.3 FT SE OF PP WITH ALUMINUM REF. TAG IN SW QUADRANT OF EZ2210'INTERSECTION OF FOREST RD. WITH NC 50 EZ2210' EZ2210'123.6 FT SW OF FIRE HYDRANT IN SE INTERSECTION OF LAKESIDE EZ2210'DR. AND NC 50 EZ2210 EZ2210 STATION RECOVERY (1976) EZ2210 EZ2210'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2210'IN GARNER. EZ2210'TO REACH STATION FROM THE NC 50 OVERPASS OF US 70 IN GARNER, PROCEED EZ2210'SOUTH ALONG NC 50 FOR 0.35 MILE TO INTERSECTION WITH LAKESIDE AND EZ2210'FOREST DRIVES AND STATION ON RIGHT IN SOUTHWEST QUADRANT OF THE EZ2210'CROSSROADS. 15.6 FT. W OF CENTERLINE OF NC 50, 140.4 FT. SSE OF A EZ2210'MANHOLE COVER IN CENTER OF FOREST DR., 123.6 FT. SW OF A FIRE HYDRANT EZ2210'IN SOUTHEAST QUADRANT OF INTERSECTION, 108.4 FT. SE OF A POWER POLE EZ2210'WITH ALUMINUM REF. TAG IN SOUTHWEST QUADRANT OF INTERSECTION, 129.7 EZ2210'FT. N OF A POWER POLE WITH ALUMINUM REF. TAG, 17.1 FT. NNE OF A METAL EZ2210'SPEED LIMIT SIGN POST AND 49.4 FT. NE OF A 10 INCH PINE WITH ALUMINUM EZ2210'REF. TAG. DISK IS SET IN CONCRETE CYLINDER, 3 INCHES BELOW THE EZ2210'SURFACE OF THE GROUND. EZ2210 EZ2210 STATION RECOVERY (1978) EZ2210 EZ2210'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (CEH) EZ2210'THE STATION WAS RECOVERED IN GOOD CONDITION. A COMPLETE NEW EZ2210'DESCRIPTION FOLLOWS. EZ2210' EZ2210'TO REACH THE STATION FROM THE NC 50 OVERPASS OF US 70 IN GARNER, EZ2210'PROCEED SOUTH ALONG NC 50 FOR 0.35 MILE TO INTERSECTION WITH LAKESIDE EZ2210'AND FOREST DRIVES AND STATION ON THE RIGHT IN SOUTHWEST QUADRANT OF EZ2210'THE CROSSROADS. EZ2210' EZ2210'STATION MARK IS A STANDARD DISK STAMPED---SALON 1968---SET IN A EZ2210'CONCRETE CYLINDER WHICH IS 3 INCHES BELOW THE GROUND SURFACE. THE EZ2210'MARK IS 15.6 FEET WEST OF CENTERLINE OF NC 50, 140.4 FEET SOUTH- EZ2210'SOUTHEAST OF A MANHOLE COVER IN CENTER OF FOREST DRIVE, 123.6 FEET EZ2210'SOUTHWEST OF A FIRE HYDRANT IN SOUTHEAST QUADRANT OF INTERSECTION, EZ2210'108.4 FEET SOUTHEAST OF A POWER POLE WITH REFERENCE TAG IN SOUTHWEST EZ2210'QUADRANT OF INTERSECTION, 129.7 FEET NORTH OF A POWER POLE WITH EZ2210'REFERENCE TAG, 17.1 FEET NORTH-NORTHEAST OF A METAL SPEED LIMIT SIGN EZ2210'POST AND 49.4 FEET NORTHEAST OF A 10 INCH PINE WITH REFERENCE TAG, EZ2210'55.1 FEET EAST-SOUTHEAST OF A 12 INCH PINE AND 2.0 FEET WEST OF PAVED EZ2210'APRON. EZ2210 EZ2210 STATION RECOVERY (2002) EZ2210 EZ2210'RECOVERY NOTE BY US POWER SQUADRON 2002 (KLM) EZ2210'NEW BUILDING AT 900 BENSON ROAD, DR'S OFFICES WITH NEW LANDSCAPE. EZ2210'MARKER NOT FOUND EZ2210 EZ2210 STATION RECOVERY (2004) EZ2210 EZ2210'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ2210'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6606 *********************************************************************** EZ6606 DESIGNATION - SALVATION EZ6606 PID - EZ6606 EZ6606 STATE/COUNTY- NC/WAKE EZ6606 USGS QUAD - RALEIGH WEST (1988) EZ6606 EZ6606 *CURRENT SURVEY CONTROL EZ6606 ___________________________________________________________________ EZ6606* NAD 83(1986)- 35 47 31.20599(N) 078 37 57.62896(W) ADJUSTED EZ6606* NAVD 88 - 94.7 (meters) 311. (feet) VERTCON EZ6606 ___________________________________________________________________ EZ6606 LAPLACE CORR- -7.56 (seconds) DEFLEC99 EZ6606 GEOID HEIGHT- -32.91 (meters) GEOID03 EZ6606 EZ6606 HORZ ORDER - SECOND EZ6606 EZ6606.The North Carolina HARNS have been completed but, EZ6606.due to contractual restrictions, coordinates for these stations EZ6606.will NOT be published in the near future. In the interim, the EZ6606.published coordinates in North Carolina will not be EZ6606.consistent with the Continuously Operating Reference Stations EZ6606.(CORS). The HARN coordinates for these stations are available EZ6606.upon request. Contact Gary Thompson(919-733-3836). EZ6606. EZ6606.In addition, the published North Carolina positions EZ6606.(NAD 83 (1986)) are NOT consistent with those determined in EZ6606.adjacent state readjustments. The discontinuity between stations EZ6606.located in North Carolina and those in adjacent states EZ6606.which have been adjusted to the HARN may be as much as 5 EZ6606.decimeters. This will result in a significant loss of accuracy EZ6606.over lines crossing such state borders. EZ6606 EZ6606 EZ6606.The horizontal coordinates were established by classical geodetic methods EZ6606.and adjusted by the National Geodetic Survey in December 1992. EZ6606 EZ6606.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6606 EZ6606.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6606 EZ6606.The geoid height was determined by GEOID03. EZ6606 EZ6606; North East Units Scale Factor Converg. EZ6606;SPC NC - 226,584.729 642,804.540 MT 0.99991694 +0 12 43.2 EZ6606;SPC NC - 743,386.73 2,108,934.56 sFT 0.99991694 +0 12 43.2 EZ6606;UTM 17 - 3,963,464.517 713,939.662 MT 1.00016403 +1 23 06.2 EZ6606 EZ6606! - Elev Factor x Scale Factor = Combined Factor EZ6606!SPC NC - 0.99999031 x 0.99991694 = 0.99990725 EZ6606!UTM 17 - 0.99999031 x 1.00016403 = 1.00015434 EZ6606 EZ6606 SUPERSEDED SURVEY CONTROL EZ6606 EZ6606 NGVD 29 (12/28/92) 94.9 (m) 311. (f) VERT ANG EZ6606 EZ6606.Superseded values are not recommended for survey control. EZ6606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6606.See file dsdata.txt to determine how the superseded data were derived. EZ6606 EZ6606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1394063465(NAD 83) EZ6606_MARKER: DE = TRAVERSE STATION DISK EZ6606_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN EZ6606+WITH SETTING: PAVEMENT EZ6606_MAGNETIC: N = NO MAGNETIC MATERIAL EZ6606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6606+STABILITY: SURFACE MOTION EZ6606 EZ6606 HISTORY - Date Condition Report By EZ6606 HISTORY - 1983 MONUMENTED NCGS EZ6606 EZ6606 STATION DESCRIPTION EZ6606 EZ6606'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG) EZ6606'THE STATION IS LOCATED ABOUT EZ6606'1.4 KM (0.9 MI) NORTH-NORTHEAST OF THE STATE CAPITOL IN RALEIGH. EZ6606' EZ6606'TO REACH THE STATION FROM THE WAKE FOREST ROAD UNDERPASS OF EZ6606'DOWNTOWN BOULEVARD GO SOUTHWEST FOR 1.3 KM (0.8 MI) ON WAKE FOREST EZ6606'ROAD TO EZ6606'SASSER STREET, AND STATION IN THE CURB EZ6606'IN THE NORTHEAST QUADRANT IN FRONT OF THE SALVATION ARMY BUILDING. EZ6606' EZ6606'THE STATION IS A STANDARD NCGS DISK EZ6606'STAMPED---SALVATION 1983---, EZ6606'SET INTO A DRILLED HOLE, EZ6606'8.44 METERS (27.7 FT) SOUTHEAST FROM THE CENTERLINE OF WAKE FOREST EZ6606'ROAD, EZ6606'6.7 METERS (22.0 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF SASSER EZ6606'STREET, EZ6606'4.42 METERS (14.5 FT) NORTHWEST FROM A BRACE POLE WITH TAG, EZ6606'0.37 METERS (1.2 FT) EAST FROM THE EDGE OF CURB, EZ6606'13.87 METERS (45.5 FT) SOUTHWEST FROM A POWER POLE WITH REFERENCE EZ6606'TAG, EZ6606'3.05 METERS (10.0 FT) WEST-SOUTHWEST FROM A FIRE HYDRANT. EZ6606' EZ6606'MARK IS LEVEL WITH STREET. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1948 *********************************************************************** EZ1948 DESIGNATION - SAM EZ1948 PID - EZ1948 EZ1948 STATE/COUNTY- NC/WAKE EZ1948 USGS QUAD - NEW HILL (1983) EZ1948 EZ1948 *CURRENT SURVEY CONTROL EZ1948 ___________________________________________________________________ EZ1948* NAD 83(1986)- 35 39 04.49203(N) 078 57 54.71948(W) ADJUSTED EZ1948* NAVD 88 - 86.138 (meters) 282.60 (feet) ADJUSTED EZ1948 ___________________________________________________________________ EZ1948 LAPLACE CORR- -6.11 (seconds) DEFLEC99 EZ1948 GEOID HEIGHT- -31.99 (meters) GEOID03 EZ1948 DYNAMIC HT - 86.064 (meters) 282.36 (feet) COMP EZ1948 MODELED GRAV- 979,770.3 (mgal) NAVD 88 EZ1948 EZ1948 HORZ ORDER - SECOND EZ1948 VERT ORDER - FIRST CLASS II EZ1948 EZ1948.The North Carolina HARNS have been completed but, EZ1948.due to contractual restrictions, coordinates for these stations EZ1948.will NOT be published in the near future. In the interim, the EZ1948.published coordinates in North Carolina will not be EZ1948.consistent with the Continuously Operating Reference Stations EZ1948.(CORS). The HARN coordinates for these stations are available EZ1948.upon request. Contact Gary Thompson(919-733-3836). EZ1948. EZ1948.In addition, the published North Carolina positions EZ1948.(NAD 83 (1986)) are NOT consistent with those determined in EZ1948.adjacent state readjustments. The discontinuity between stations EZ1948.located in North Carolina and those in adjacent states EZ1948.which have been adjusted to the HARN may be as much as 5 EZ1948.decimeters. This will result in a significant loss of accuracy EZ1948.over lines crossing such state borders. EZ1948 EZ1948 EZ1948.The horizontal coordinates were established by classical geodetic methods EZ1948.and adjusted by the National Geodetic Survey in July 1986. EZ1948 EZ1948.The orthometric height was determined by differential leveling EZ1948.and adjusted by the National Geodetic Survey in June 1991. EZ1948 EZ1948.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1948 EZ1948.The geoid height was determined by GEOID03. EZ1948 EZ1948.The dynamic height is computed by dividing the NAVD 88 EZ1948.geopotential number by the normal gravity value computed on the EZ1948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1948.degrees latitude (g = 980.6199 gals.). EZ1948 EZ1948.The modeled gravity was interpolated from observed gravity values. EZ1948 EZ1948; North East Units Scale Factor Converg. EZ1948;SPC NC - 210,908.128 612,752.361 MT 0.99989683 +0 01 12.3 EZ1948;SPC NC - 691,954.42 2,010,338.37 sFT 0.99989683 +0 01 12.3 EZ1948;UTM 17 - 3,947,174.822 684,208.275 MT 1.00001816 +1 11 10.7 EZ1948 EZ1948! - Elev Factor x Scale Factor = Combined Factor EZ1948!SPC NC - 0.99999150 x 0.99989683 = 0.99988833 EZ1948!UTM 17 - 0.99999150 x 1.00001816 = 1.00000966 EZ1948 EZ1948: Primary Azimuth Mark Grid Az EZ1948:SPC NC - BETTY 241 36 52.3 EZ1948:UTM 17 - BETTY 240 26 53.9 EZ1948 EZ1948|---------------------------------------------------------------------| EZ1948| PID Reference Object Distance Geod. Az | EZ1948| dddmmss.s | EZ1948| EZ1950 BETTY APPROX. 1.3 KM 2413804.6 | EZ1948|---------------------------------------------------------------------| EZ1948 EZ1948 SUPERSEDED SURVEY CONTROL EZ1948 EZ1948 NAD 27 - 35 39 03.95292(N) 078 57 55.68410(W) AD( ) 2 EZ1948 NGVD 29 (07/19/86) 86.5 (m) 284. (f) VERT ANG EZ1948 EZ1948.Superseded values are not recommended for survey control. EZ1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1948.See file dsdata.txt to determine how the superseded data were derived. EZ1948 EZ1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8420847175(NAD 83) EZ1948_MARKER: DE = TRAVERSE STATION DISK EZ1948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1948_SP_SET: CONCRETE POST EZ1948_STAMPING: SAM 1970 EZ1948_MARK LOGO: NCGS EZ1948_PROJECTION: RECESSED 3 CENTIMETERS EZ1948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1948+STABILITY: SURFACE MOTION EZ1948 EZ1948 HISTORY - Date Condition Report By EZ1948 HISTORY - 1970 MONUMENTED NCGS EZ1948 HISTORY - 1980 GOOD NCGS EZ1948 HISTORY - 1980 GOOD NCGS EZ1948 EZ1948 STATION DESCRIPTION EZ1948 EZ1948'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ1948'SAM IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ1948'VICINITY OF BONSAL, NORTH CAROLINA. EZ1948' EZ1948'SAM IS LOCATED APPROXIMATELY 0.9 MILE SOUTHEAST OF BONSAL. TO REACH EZ1948'STATION PROCEED FROM THE INTERSECTION OF US 1 AND SR 1135 (NEW EZ1948'HILL RD.), GO SOUTH ON US 1 FOR 0.95 MILE TO BRIDGE ON SR 1134 OVER EZ1948'US 1, CONTINUE SOUTH ON US 1 FOR 1.4 MILES TO STATION ON THE LEFT, EZ1948'APPROXIMATELY 4 FEET SSE OF 7 EMBEDDED IN THE EAST SIDE OF EZ1948'US 1 AND 0.25 MILE NORTH OF BRIDGE FOR NORFOLK SOUTHERN RAILROAD EZ1948'OVER US 1. EZ1948' EZ1948'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED SAM EZ1948'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2 EZ1948'INCHES BELOW THE SURFACE OF THE GROUND. EZ1948' EZ1948'MARK IS-- EZ1948'17.0 FEET SSE OF C/L OF US 1. EZ1948'40.4 FEET SSE OF 21ST GUARD RAIL POST - COUNTED FROM W END. EZ1948'107.5 FEET NE OF ALUMINUM REF. TAG ON 4 INCH PINE. EZ1948'142.3 FEET NE OF ALUMINUM REF. TAG ON 4 INCH PINE. EZ1948'6.0 FEET SSE OF NO. 7 PRESSED IN CONCRETE OF N BOUND LANE. EZ1948 EZ1948 STATION RECOVERY (1980) EZ1948 EZ1948'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EZ1948'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ1948 EZ1948 STATION RECOVERY (1980) EZ1948 EZ1948'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ1948'2.6 MI SW FROM NEW HILL. EZ1948'8.45 MILES SOUTHWEST ALONG U.S. 1 FROM UNDERPASS OF N.C. 55 EZ1948'SOUTHEAST OF APEX, AND 0.25 MILE NORTHEAST OF NORFOLK SOUTHERN EZ1948'RAILWAY OVERPASS, 17.5 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY, EZ1948'6.0 FEET SOUTHEAST OF HIGHWAY STATION NUMBER 7 IMPRINTED IN EZ1948'SOUTHEAST EDGE OF CONCRETE, 40.4 FEET SOUTHEAST OF TWENTY-FIRST EZ1948'GUARD RAIL POST FROM WEST END, 107.5 FEET NORTHEAST OF 4 INCH PINE EZ1948'WITH REFERENCE TAG AND 142.3 FEET NORTHEAST OF 4 INCH PINE WITH EZ1948'REFERENCE TAG. EZ1948'THE MARK IS 0.5 FT BELOW HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6607 *********************************************************************** EZ6607 DESIGNATION - SANDFORK EZ6607 PID - EZ6607 EZ6607 STATE/COUNTY- NC/WAKE EZ6607 USGS QUAD - RALEIGH EAST (1993) EZ6607 EZ6607 *CURRENT SURVEY CONTROL EZ6607 ___________________________________________________________________ EZ6607* NAD 83(1986)- 35 52 23.59340(N) 078 37 19.94327(W) ADJUSTED EZ6607* NAVD 88 - 134.5 (meters) 441. (feet) VERTCON EZ6607 ___________________________________________________________________ EZ6607 LAPLACE CORR- -7.28 (seconds) DEFLEC99 EZ6607 GEOID HEIGHT- -32.74 (meters) GEOID03 EZ6607 EZ6607 HORZ ORDER - SECOND EZ6607 EZ6607.The North Carolina HARNS have been completed but, EZ6607.due to contractual restrictions, coordinates for these stations EZ6607.will NOT be published in the near future. In the interim, the EZ6607.published coordinates in North Carolina will not be EZ6607.consistent with the Continuously Operating Reference Stations EZ6607.(CORS). The HARN coordinates for these stations are available EZ6607.upon request. Contact Gary Thompson(919-733-3836). EZ6607. EZ6607.In addition, the published North Carolina positions EZ6607.(NAD 83 (1986)) are NOT consistent with those determined in EZ6607.adjacent state readjustments. The discontinuity between stations EZ6607.located in North Carolina and those in adjacent states EZ6607.which have been adjusted to the HARN may be as much as 5 EZ6607.decimeters. This will result in a significant loss of accuracy EZ6607.over lines crossing such state borders. EZ6607 EZ6607 EZ6607.The horizontal coordinates were established by classical geodetic methods EZ6607.and adjusted by the National Geodetic Survey in December 1992. EZ6607 EZ6607.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6607 EZ6607.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6607 EZ6607.The geoid height was determined by GEOID03. EZ6607 EZ6607; North East Units Scale Factor Converg. EZ6607;SPC NC - 235,599.226 643,716.489 MT 0.99993130 +0 13 05.0 EZ6607;SPC NC - 772,961.79 2,111,926.51 sFT 0.99993130 +0 13 05.0 EZ6607;UTM 17 - 3,972,497.998 714,666.831 MT 1.00016786 +1 23 38.1 EZ6607 EZ6607! - Elev Factor x Scale Factor = Combined Factor EZ6607!SPC NC - 0.99998403 x 0.99993130 = 0.99991533 EZ6607!UTM 17 - 0.99998403 x 1.00016786 = 1.00015189 EZ6607 EZ6607: Primary Azimuth Mark Grid Az EZ6607:SPC NC - NORBEND 168 31 05.2 EZ6607:UTM 17 - NORBEND 167 20 32.1 EZ6607 EZ6607|---------------------------------------------------------------------| EZ6607| PID Reference Object Distance Geod. Az | EZ6607| dddmmss.s | EZ6607| EZ6585 NORBEND APPROX. 1.3 KM 1684410.2 | EZ6607| AE7397 FALLFOR APPROX. 0.6 KM 1685335.7 | EZ6607| EZ6584 NEWTON APPROX. 0.8 KM 3385404.2 | EZ6607|---------------------------------------------------------------------| EZ6607 EZ6607 SUPERSEDED SURVEY CONTROL EZ6607 EZ6607 NGVD 29 (12/28/92) 134.8 (m) 442. (f) VERT ANG EZ6607 EZ6607.Superseded values are not recommended for survey control. EZ6607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6607.See file dsdata.txt to determine how the superseded data were derived. EZ6607 EZ6607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1466772498(NAD 83) EZ6607_MARKER: DH = HORIZONTAL CONTROL DISK EZ6607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6607_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6607_STAMPING: SANDFORK 1985 EZ6607_MARK LOGO: NCGS EZ6607_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6607+STABILITY: SURFACE MOTION EZ6607 EZ6607 HISTORY - Date Condition Report By EZ6607 HISTORY - 1985 MONUMENTED NCGS EZ6607 HISTORY - 19871013 GOOD NCGS EZ6607 EZ6607 STATION DESCRIPTION EZ6607 EZ6607'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ6607'THE STATION IS LOCATED IN NORTH RALEIGH. EZ6607' EZ6607'ALONG FALLS OF NEUSE ROAD, ABOUT 200 FT NORTH OF THE SANDY FORKS EZ6607'ROAD INTERSECTION, AND BETWEEN THE SPLIT RAIL FENCE OF THE NORTH EZ6607'RIDGE COUNTRY CLUB AND THE ASPHALT SIDEWALK. EZ6607' EZ6607'THE STATION IS A STANDARD NCGS DISK STAMPED---SANDFORK 1985---, EZ6607'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6607'25 CM IN DIAMETER. LOCATED EZ6607'9.6 METERS (31.4 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND EZ6607'LANES, EZ6607'5.2 METERS (17.0 FT) EAST OF THE EAST EDGE OF THE EAST CURB, EZ6607'3.2 METERS (10.5 FT) SOUTH-SOUTHEAST OF A CONCRETE CULVERT, EZ6607'0.8 METERS (2.6 FT) WEST OF A FENCE POST WITH A REFERENCE TAG, AND EZ6607'32.7 METERS (107.4 FT) NORTH OF THE NORTH FACE OF A TELEPHONE EZ6607'JUNCTION BOX. EZ6607' EZ6607'MARK IS LEVEL WITH THE ROAD. EZ6607 EZ6607 STATION RECOVERY (1987) EZ6607 EZ6607'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ6607'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5202 *********************************************************************** EZ5202 DESIGNATION - SANDY EZ5202 PID - EZ5202 EZ5202 STATE/COUNTY- NC/WAKE EZ5202 USGS QUAD - BAYLEAF (1987) EZ5202 EZ5202 *CURRENT SURVEY CONTROL EZ5202 ___________________________________________________________________ EZ5202* NAD 83(1986)- 35 53 23.99309(N) 078 40 47.76125(W) ADJUSTED EZ5202* NAVD 88 - 143.3 (meters) 470. (feet) VERTCON EZ5202 ___________________________________________________________________ EZ5202 LAPLACE CORR- -6.87 (seconds) DEFLEC99 EZ5202 GEOID HEIGHT- -32.46 (meters) GEOID03 EZ5202 EZ5202 HORZ ORDER - SECOND EZ5202 EZ5202.The North Carolina HARNS have been completed but, EZ5202.due to contractual restrictions, coordinates for these stations EZ5202.will NOT be published in the near future. In the interim, the EZ5202.published coordinates in North Carolina will not be EZ5202.consistent with the Continuously Operating Reference Stations EZ5202.(CORS). The HARN coordinates for these stations are available EZ5202.upon request. Contact Gary Thompson(919-733-3836). EZ5202. EZ5202.In addition, the published North Carolina positions EZ5202.(NAD 83 (1986)) are NOT consistent with those determined in EZ5202.adjacent state readjustments. The discontinuity between stations EZ5202.located in North Carolina and those in adjacent states EZ5202.which have been adjusted to the HARN may be as much as 5 EZ5202.decimeters. This will result in a significant loss of accuracy EZ5202.over lines crossing such state borders. EZ5202 EZ5202 EZ5202.The horizontal coordinates were established by classical geodetic methods EZ5202.and adjusted by the National Geodetic Survey in July 1986. EZ5202 EZ5202.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5202 EZ5202.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5202 EZ5202.The geoid height was determined by GEOID03. EZ5202 EZ5202; North East Units Scale Factor Converg. EZ5202;SPC NC - 237,442.368 638,497.661 MT 0.99993452 +0 11 05.0 EZ5202;SPC NC - 779,008.84 2,094,804.41 sFT 0.99993452 +0 11 05.0 EZ5202;UTM 17 - 3,974,234.039 709,410.116 MT 1.00014039 +1 21 38.1 EZ5202 EZ5202! - Elev Factor x Scale Factor = Combined Factor EZ5202!SPC NC - 0.99998260 x 0.99993452 = 0.99991712 EZ5202!UTM 17 - 0.99998260 x 1.00014039 = 1.00012299 EZ5202 EZ5202: Primary Azimuth Mark Grid Az EZ5202:SPC NC - SPRING VALLEY 174 55 26.4 EZ5202:UTM 17 - SPRING VALLEY 173 44 53.3 EZ5202 EZ5202|---------------------------------------------------------------------| EZ5202| PID Reference Object Distance Geod. Az | EZ5202| dddmmss.s | EZ5202| EZ0981 SPRING VALLEY APPROX. 1.2 KM 1750631.4 | EZ5202|---------------------------------------------------------------------| EZ5202 EZ5202 SUPERSEDED SURVEY CONTROL EZ5202 EZ5202 NAD 27 - 35 53 23.46431(N) 078 40 48.74625(W) AD( ) 2 EZ5202 NGVD 29 (07/19/86) 143.6 (m) 471. (f) VERT ANG EZ5202 EZ5202.Superseded values are not recommended for survey control. EZ5202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5202.See file dsdata.txt to determine how the superseded data were derived. EZ5202 EZ5202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0941074234(NAD 83) EZ5202_MARKER: DE = TRAVERSE STATION DISK EZ5202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5202_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5202_STAMPING: SANDY 1961 EZ5202_MARK LOGO: NCGS EZ5202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5202+STABILITY: SURFACE MOTION EZ5202 EZ5202 HISTORY - Date Condition Report By EZ5202 HISTORY - 1961 MONUMENTED NCGS EZ5202 EZ5202 STATION DESCRIPTION EZ5202 EZ5202'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ5202'SANDY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5202'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5202' EZ5202'SANDY IS 8.3 MILES WNW OF RALEIGH. PROCEED WEST ON U.S. EZ5202'70 FOR 5.3 MILES TO BRIDGE OVER CRABTREE CREEK, CONTINUE ON EZ5202'U.S. 70 FOR 0.4 MILES TO INTERSECTION OF NC 50, BEAR RIGHT EZ5202'ON NC 50 TOWARDS CREEDMOOR AND GO 3.5 MILES TO T ROAD EZ5202'INTERSECTION FROM WEST (SR 1828) OR 0.8 MILES S OF EZ5202'INTERSECTION OF SR 1829 AND NC 50. EZ5202' EZ5202'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5202'SANDY 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5202'WHICH IS 3 INCHES ABOVE THE SURFACE OF THE GROUND. EZ5202' EZ5202'MARK IS EZ5202' EZ5202'30.4 FT W OF C/L OF NC 50 EZ5202' EZ5202'42.2 FT S OF C/L OF SR 1828 EZ5202' EZ5202'71.1 FT SW OF INTERSECTION OF NC 50 AND SR 1828 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2537 *********************************************************************** EZ2537 DESIGNATION - SANS EZ2537 PID - EZ2537 EZ2537 STATE/COUNTY- NC/WAKE EZ2537 USGS QUAD - RALEIGH EAST (1993) EZ2537 EZ2537 *CURRENT SURVEY CONTROL EZ2537 ___________________________________________________________________ EZ2537* NAD 83(1986)- 35 49 31.05389(N) 078 37 15.96019(W) ADJUSTED EZ2537* NAVD 88 - 84.289 (meters) 276.54 (feet) ADJUSTED EZ2537 ___________________________________________________________________ EZ2537 LAPLACE CORR- -7.40 (seconds) DEFLEC99 EZ2537 GEOID HEIGHT- -32.88 (meters) GEOID03 EZ2537 DYNAMIC HT - 84.217 (meters) 276.30 (feet) COMP EZ2537 MODELED GRAV- 979,776.6 (mgal) NAVD 88 EZ2537 EZ2537 HORZ ORDER - SECOND EZ2537 VERT ORDER - SECOND CLASS 0 EZ2537 EZ2537.The North Carolina HARNS have been completed but, EZ2537.due to contractual restrictions, coordinates for these stations EZ2537.will NOT be published in the near future. In the interim, the EZ2537.published coordinates in North Carolina will not be EZ2537.consistent with the Continuously Operating Reference Stations EZ2537.(CORS). The HARN coordinates for these stations are available EZ2537.upon request. Contact Gary Thompson(919-733-3836). EZ2537. EZ2537.In addition, the published North Carolina positions EZ2537.(NAD 83 (1986)) are NOT consistent with those determined in EZ2537.adjacent state readjustments. The discontinuity between stations EZ2537.located in North Carolina and those in adjacent states EZ2537.which have been adjusted to the HARN may be as much as 5 EZ2537.decimeters. This will result in a significant loss of accuracy EZ2537.over lines crossing such state borders. EZ2537 EZ2537 EZ2537.The horizontal coordinates were established by classical geodetic methods EZ2537.and adjusted by the National Geodetic Survey in July 1986. EZ2537 EZ2537.The orthometric height was determined by differential leveling EZ2537.and adjusted by the National Geodetic Survey in September 1998. EZ2537 EZ2537.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2537 EZ2537.The geoid height was determined by GEOID03. EZ2537 EZ2537.The dynamic height is computed by dividing the NAVD 88 EZ2537.geopotential number by the normal gravity value computed on the EZ2537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2537.degrees latitude (g = 980.6199 gals.). EZ2537 EZ2537.The modeled gravity was interpolated from observed gravity values. EZ2537 EZ2537; North East Units Scale Factor Converg. EZ2537;SPC NC - 230,282.165 643,836.695 MT 0.99992258 +0 13 07.3 EZ2537;SPC NC - 755,517.40 2,112,320.89 sFT 0.99992258 +0 13 07.3 EZ2537;UTM 17 - 3,967,183.237 714,896.105 MT 1.00016908 +1 23 34.6 EZ2537 EZ2537! - Elev Factor x Scale Factor = Combined Factor EZ2537!SPC NC - 0.99999193 x 0.99992258 = 0.99991451 EZ2537!UTM 17 - 0.99999193 x 1.00016908 = 1.00016101 EZ2537 EZ2537: Primary Azimuth Mark Grid Az EZ2537:SPC NC - NEWHO 018 28 56.2 EZ2537:UTM 17 - NEWHO 017 18 28.9 EZ2537 EZ2537|---------------------------------------------------------------------| EZ2537| PID Reference Object Distance Geod. Az | EZ2537| dddmmss.s | EZ2537| EZ0917 NEWHO APPROX. 0.6 KM 0184203.5 | EZ2537| EZ2538 SMOKE 398.576 METERS 29451 | EZ2537|---------------------------------------------------------------------| EZ2537 EZ2537 SUPERSEDED SURVEY CONTROL EZ2537 EZ2537 NAD 27 - 35 49 30.51560(N) 078 37 16.94828(W) AD( ) 2 EZ2537 NAVD 88 (06/15/91) 84.312 (m) 276.61 (f) UNKNOWN 2 0 EZ2537 NGVD 29 (??/??/92) 84.591 (m) 277.53 (f) ADJ UNCH 2 0 EZ2537 EZ2537.Superseded values are not recommended for survey control. EZ2537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2537.See file dsdata.txt to determine how the superseded data were derived. EZ2537 EZ2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1489667183(NAD 83) EZ2537_MARKER: DE = TRAVERSE STATION DISK EZ2537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2537_SP_SET: CONCRETE POST EZ2537_STAMPING: SANS 1972 EZ2537_MARK LOGO: NCGS EZ2537_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ2537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2537+STABILITY: SURFACE MOTION EZ2537 EZ2537 HISTORY - Date Condition Report By EZ2537 HISTORY - 1972 MONUMENTED NCGS EZ2537 HISTORY - 1972 GOOD NCGS EZ2537 HISTORY - 1984 GOOD NCGS EZ2537 HISTORY - 1984 GOOD NCGS EZ2537 HISTORY - 19870101 GOOD NCGS EZ2537 HISTORY - 19871101 GOOD NCGS EZ2537 EZ2537 STATION DESCRIPTION EZ2537 EZ2537'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ2537'SANS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ2537'VICINITY OF MILLBROOK, RALEIGH, NORTH CAROLINA. EZ2537' EZ2537'SANS IS LOCATED APPROXIMATELY 2.0 MILES SW OF MILLBROOK, AND 3.3 EZ2537'MILES NNE OF CAPITOL SQUARE IN RALEIGH. STATION IS AT THE US 1-US EZ2537'64 BY-PASS BRIDGES OVER WAKE FOREST RD. (SR 2000), IN NORTH EZ2537'RALEIGH, AT THE SE CORNER OF WEST BOUND LANE BRIDGE, IN BETWEEN EZ2537'ABUTMENT AND CURB. EZ2537' EZ2537'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED SANS EZ2537'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EZ2537'FLUSH WITH THE GROUND. EZ2537' EZ2537'MARK IS EZ2537'16.5 FEET SW OF C/L OF WEST BOUND LANE OF US 1-US 64 BY-PASS. EZ2537'2.3 FEET SE OF THE BASE OF SE BRIDGE ABUTMENT OF WEST BOUND LANE. EZ2537'4.6 FEET NW OF END OF CURBING OF SAME BRIDGE. EZ2537'25.7 FEET NE OF A BASE OF NE BRIDGE ABUTMENT OF EAST BOUND LANE EZ2537'OF US 1-AND 64. EZ2537 EZ2537 STATION RECOVERY (1972) EZ2537 EZ2537'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ2537'2.0 MI SW FROM MILLBROOK. EZ2537'SANS IS LOCATED APPROXIMATELY 3.3 MILES NNE OF CAPITOL SQUARE IN EZ2537'RALEIGH. STATION IS AT THE US 1- US 64 BYPASS BRIDGES OVER WAKE EZ2537'FOREST ROAD (SR 2000) IN NORTH RALEIGH AT THE SE CORNER OF WEST BOUND EZ2537'LANE BRIDGE AND IN BETWEEN ABUTMENT AND CURB. 16.5 FT. SW OF C/L OF EZ2537'WEST BOUND LANE OF US 1 - US 64 BYPASS, 2.3 FT. SE OF THE BASE OF SE EZ2537'BRIDGE ABUTMENT OF WEST BOUND LANE, 4.6 FT. NW OF END OF CURBING OF EZ2537'SAME BRIDGE, AND 25.7 FT. NE OF A BASE OF NE BRIDGE ABUTMENT OF EAST EZ2537'BOUND LANE OF US 1 - AND 64. DISK IS SET IN THE TOP OF A CONCRETE EZ2537'CYLINDER FLUSH WITH THE GROUND. EZ2537 EZ2537 STATION RECOVERY (1984) EZ2537 EZ2537'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ2537'THE STATION WAS RECOVERED AT THIS DATE. EZ2537'MARK IS IN GOOD CONDITION AS DESCRIBED. EZ2537' EZ2537'STATION IS ALSO A BENCH MARK. EZ2537 EZ2537 STATION RECOVERY (1984) EZ2537 EZ2537'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ2537'RECOVERED IN GOOD CONDITION. EZ2537 EZ2537 STATION RECOVERY (1987) EZ2537 EZ2537'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ2537'RECOVERED AS DESCRIBED. EZ2537 EZ2537 STATION RECOVERY (1987) EZ2537 EZ2537'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ2537'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3272 *********************************************************************** EZ3272 DESIGNATION - SAUNDERS EZ3272 PID - EZ3272 EZ3272 STATE/COUNTY- NC/WAKE EZ3272 USGS QUAD - RALEIGH WEST (1988) EZ3272 EZ3272 *CURRENT SURVEY CONTROL EZ3272 ___________________________________________________________________ EZ3272* NAD 83(1986)- 35 45 09.52103(N) 078 38 51.06333(W) ADJUSTED EZ3272* NAVD 88 - 83.089 (meters) 272.60 (feet) ADJUSTED EZ3272 ___________________________________________________________________ EZ3272 LAPLACE CORR- -7.33 (seconds) DEFLEC99 EZ3272 GEOID HEIGHT- -32.94 (meters) GEOID03 EZ3272 DYNAMIC HT - 83.017 (meters) 272.36 (feet) COMP EZ3272 MODELED GRAV- 979,762.3 (mgal) NAVD 88 EZ3272 EZ3272 HORZ ORDER - SECOND EZ3272 VERT ORDER - FIRST CLASS II EZ3272 EZ3272.The North Carolina HARNS have been completed but, EZ3272.due to contractual restrictions, coordinates for these stations EZ3272.will NOT be published in the near future. In the interim, the EZ3272.published coordinates in North Carolina will not be EZ3272.consistent with the Continuously Operating Reference Stations EZ3272.(CORS). The HARN coordinates for these stations are available EZ3272.upon request. Contact Gary Thompson(919-733-3836). EZ3272. EZ3272.In addition, the published North Carolina positions EZ3272.(NAD 83 (1986)) are NOT consistent with those determined in EZ3272.adjacent state readjustments. The discontinuity between stations EZ3272.located in North Carolina and those in adjacent states EZ3272.which have been adjusted to the HARN may be as much as 5 EZ3272.decimeters. This will result in a significant loss of accuracy EZ3272.over lines crossing such state borders. EZ3272 EZ3272 EZ3272.The horizontal coordinates were established by classical geodetic methods EZ3272.and adjusted by the National Geodetic Survey in December 1992. EZ3272 EZ3272.The orthometric height was determined by differential leveling EZ3272.and adjusted by the National Geodetic Survey in June 1991. EZ3272 EZ3272.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3272 EZ3272.The geoid height was determined by GEOID03. EZ3272 EZ3272.The dynamic height is computed by dividing the NAVD 88 EZ3272.geopotential number by the normal gravity value computed on the EZ3272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ3272.degrees latitude (g = 980.6199 gals.). EZ3272 EZ3272.The modeled gravity was interpolated from observed gravity values. EZ3272 EZ3272; North East Units Scale Factor Converg. EZ3272;SPC NC - 222,213.428 641,478.370 MT 0.99991071 +0 12 12.4 EZ3272;SPC NC - 729,045.22 2,104,583.62 sFT 0.99991071 +0 12 12.4 EZ3272;UTM 17 - 3,959,065.913 712,702.898 MT 1.00015753 +1 22 30.1 EZ3272 EZ3272! - Elev Factor x Scale Factor = Combined Factor EZ3272!SPC NC - 0.99999213 x 0.99991071 = 0.99990284 EZ3272!UTM 17 - 0.99999213 x 1.00015753 = 1.00014966 EZ3272 EZ3272 SUPERSEDED SURVEY CONTROL EZ3272 EZ3272 NGVD 29 (12/28/92) 83.36 (m) 273.5 (f) LEVELING 3 EZ3272 EZ3272.Superseded values are not recommended for survey control. EZ3272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3272.See file dsdata.txt to determine how the superseded data were derived. EZ3272 EZ3272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1270359066(NAD 83) EZ3272_MARKER: DE = TRAVERSE STATION DISK EZ3272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3272_SP_SET: CONCRETE POST EZ3272_STAMPING: SAUNDERS 1984 EZ3272_MARK LOGO: NCGS EZ3272_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ3272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3272+STABILITY: SURFACE MOTION EZ3272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ3272+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2004 EZ3272 EZ3272 HISTORY - Date Condition Report By EZ3272 HISTORY - 1984 MONUMENTED NCGS EZ3272 HISTORY - 1984 GOOD NCGS EZ3272 HISTORY - 1987 GOOD USPSQD EZ3272 HISTORY - 20040806 GOOD USPSQD EZ3272 EZ3272 STATION DESCRIPTION EZ3272 EZ3272'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ3272'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTH OF THE CAPITOL EZ3272'SQUARE IN RALEIGH. EZ3272' EZ3272'AT THE I 40 AND SOUTH SAUNDERS STREET INTERCHANGE, 0.15 KM (0.1 MI) EZ3272'EAST FROM THE BRIDGE, AND AT THE--298 B--EXIT SIGN. EZ3272' EZ3272'THE STATION IS A STANDARD NCGS DISK STAMPED---SAUNDERS 1984---, EZ3272'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ3272'25 CM IN DIAMETER RECESSED 5 CM BELOW GROUND. LOCATED EZ3272'6.5 METERS (19.8 FT) SOUTH OF THE EDGE OF THE I 40 PAVEMENT, EZ3272'5.5 METERS (18.0 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE EXIT EZ3272'RAMP, EZ3272'1.4 METERS (4.5 FT) WEST-SOUTHWEST OF THE SOUTH POST OF THE EXIT EZ3272'NUMBER SIGN, AND EZ3272'2.8 METERS (9.0 FT) SOUTHWEST OF THE NORTH POST. EZ3272' EZ3272'MARK IS LEVEL WITH THE EAST BOUND LANES. EZ3272 EZ3272 STATION RECOVERY (1984) EZ3272 EZ3272'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ3272'3.2 KM (2.0 MI) SOUTH FROM RALEIGH. EZ3272'THE STATION IS LOCATED ABOUT 3.2 KM (2.0 MI) SOUTH OF THE CAPITOL EZ3272'SQUARE IN RALEIGH. AT THE I 40 AND SOUTH SAUNDERS STREET EZ3272'INTERCHANGE, 0.15 KM (0.1 MI) EAST FROM THE BRIDGE, AND AT THE--298 EZ3272'B--EXIT SIGN. THE STATION IS A STANDARD NCGS DISK STAMPED---SAUNDERS EZ3272'1984---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN EZ3272'DIAMETER RECESSED 5 CM BELOW GROUND. LOCATED 6.5 METERS (19.8 FT) EZ3272'SOUTH OF THE EDGE OF THE I 40 PAVEMENT, 5.5 METERS (18.0 FT) EZ3272'NORTH-NORTHEAST OF THE CENTERLINE OF THE EXIT RAMP, 1.4 METERS (4.5 EZ3272'FT) WEST-SOUTHWEST OF THE SOUTH POST OF THE EXIT NUMBER SIGN, AND 2.8 EZ3272'METERS (9.0 FT) SOUTHWEST OF THE NORTH POST. EZ3272 EZ3272 STATION RECOVERY (1987) EZ3272 EZ3272'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ3272'RECOVERED IN GOOD CONDITION. EZ3272 EZ3272 STATION RECOVERY (2004) EZ3272 EZ3272'RECOVERY NOTE BY US POWER SQUADRON 2004 (KPM) EZ3272'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0876 *********************************************************************** EZ0876 DESIGNATION - SAW EZ0876 PID - EZ0876 EZ0876 STATE/COUNTY- NC/WAKE EZ0876 USGS QUAD - BAYLEAF (1987) EZ0876 EZ0876 *CURRENT SURVEY CONTROL EZ0876 ___________________________________________________________________ EZ0876* NAD 83(1986)- 35 59 17.47097(N) 078 41 21.81449(W) ADJUSTED EZ0876* NAVD 88 - 122.546 (meters) 402.05 (feet) ADJUSTED EZ0876 ___________________________________________________________________ EZ0876 LAPLACE CORR- -6.93 (seconds) DEFLEC99 EZ0876 GEOID HEIGHT- -32.16 (meters) GEOID03 EZ0876 DYNAMIC HT - 122.444 (meters) 401.72 (feet) COMP EZ0876 MODELED GRAV- 979,798.9 (mgal) NAVD 88 EZ0876 EZ0876 HORZ ORDER - SECOND EZ0876 VERT ORDER - SECOND CLASS 0 EZ0876 EZ0876.The North Carolina HARNS have been completed but, EZ0876.due to contractual restrictions, coordinates for these stations EZ0876.will NOT be published in the near future. In the interim, the EZ0876.published coordinates in North Carolina will not be EZ0876.consistent with the Continuously Operating Reference Stations EZ0876.(CORS). The HARN coordinates for these stations are available EZ0876.upon request. Contact Gary Thompson(919-733-3836). EZ0876. EZ0876.In addition, the published North Carolina positions EZ0876.(NAD 83 (1986)) are NOT consistent with those determined in EZ0876.adjacent state readjustments. The discontinuity between stations EZ0876.located in North Carolina and those in adjacent states EZ0876.which have been adjusted to the HARN may be as much as 5 EZ0876.decimeters. This will result in a significant loss of accuracy EZ0876.over lines crossing such state borders. EZ0876 EZ0876 EZ0876.The horizontal coordinates were established by classical geodetic methods EZ0876.and adjusted by the National Geodetic Survey in July 1986. EZ0876 EZ0876.The orthometric height was determined by differential leveling EZ0876.and adjusted by the National Geodetic Survey in June 1991. EZ0876 EZ0876.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0876 EZ0876.The geoid height was determined by GEOID03. EZ0876 EZ0876.The dynamic height is computed by dividing the NAVD 88 EZ0876.geopotential number by the normal gravity value computed on the EZ0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0876.degrees latitude (g = 980.6199 gals.). EZ0876 EZ0876.The modeled gravity was interpolated from observed gravity values. EZ0876 EZ0876; North East Units Scale Factor Converg. EZ0876;SPC NC - 248,333.762 637,609.573 MT 0.99995507 +0 10 45.4 EZ0876;SPC NC - 814,741.68 2,091,890.74 sFT 0.99995507 +0 10 45.4 EZ0876;UTM 17 - 3,985,106.984 708,298.200 MT 1.00013465 +1 21 29.7 EZ0876 EZ0876! - Elev Factor x Scale Factor = Combined Factor EZ0876!SPC NC - 0.99998581 x 0.99995507 = 0.99994089 EZ0876!UTM 17 - 0.99998581 x 1.00013465 = 1.00012046 EZ0876 EZ0876|---------------------------------------------------------------------| EZ0876| PID Reference Object Distance Geod. Az | EZ0876| dddmmss.s | EZ0876| EZ0877 MILL 337.269 METERS 28114 | EZ0876|---------------------------------------------------------------------| EZ0876 EZ0876 SUPERSEDED SURVEY CONTROL EZ0876 EZ0876 NAD 27 - 35 59 16.94350(N) 078 41 22.79337(W) AD( ) 2 EZ0876 NGVD 29 (03/05/92) 122.815 (m) 402.94 (f) ADJUSTED 2 0 EZ0876 EZ0876.Superseded values are not recommended for survey control. EZ0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0876.See file dsdata.txt to determine how the superseded data were derived. EZ0876 EZ0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0829885107(NAD 83) EZ0876_MARKER: DE = TRAVERSE STATION DISK EZ0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0876_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EZ0876_STAMPING: SAW 1971 EZ0876_MARK LOGO: NCGS EZ0876_MAGNETIC: N = NO MAGNETIC MATERIAL EZ0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0876+STABILITY: SURFACE MOTION EZ0876 EZ0876 HISTORY - Date Condition Report By EZ0876 HISTORY - 1971 MONUMENTED NCGS EZ0876 HISTORY - 1972 GOOD NCGS EZ0876 HISTORY - 1973 GOOD NCGS EZ0876 HISTORY - 1977 GOOD NCGS EZ0876 HISTORY - 1977 GOOD NCGS EZ0876 HISTORY - 1977 GOOD NGS EZ0876 HISTORY - 19850101 SEE DESCRIPTION NCGS EZ0876 EZ0876 STATION DESCRIPTION EZ0876 EZ0876'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1971 (LWA) EZ0876'SAW IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0876'VICINITY OF RALEIGH, NORTH CAROLINA. EZ0876' EZ0876'SAW IS LOCATED APPROXIMATELY 14.5 MILES NORTH OF RALEIGH AND 1.9 EZ0876'MILES SOUTH OF NEUSE RIVER BRIDGE ON NC 50. TO REACH STATION PROCEED EZ0876'FROM THE INTERSECTION OF NC 98 AND NC 50. GO WEST ALONG NC 98 FOR EZ0876'0.2 MILE TO STATION ON LEFT (S SIDE OF NC 98). AND 0.35 MILE EAST OF EZ0876'INTERSECTION OF NC 98 AND SR 1831. EZ0876' EZ0876'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED SAW EZ0876'1971 SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2 EZ0876'INCHES ABOVE THE GROUND. EZ0876' EZ0876'MARK IS EZ0876'32.6 FEET S OF C/L OF NC 98. EZ0876'101.3 FEET W OF ALUMINUM REF. TAG ON PP W/TRANSFORMER. EZ0876'5.3 FEET S OF ALUMINUM REF. TAG ON POST AT PROPERTY CORNER. EZ0876'19.9 FEET N OF ALUMINUM REF. TAG ON 6 INCH PINE TREE. EZ0876 EZ0876 STATION RECOVERY (1972) EZ0876 EZ0876'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0876'14.5 MI N FROM RALEIGH. EZ0876'STATION IS 1.9 MILES S OF NEUSE RIVER BRIDGE ON NC 50 FROM EZ0876'INTERSECTION OF NC 98 AND NC 50 GO W ALONG NC 98 FOR 0.2 MI. TO EZ0876'STATION ON LEFT ( S SIDE OF NC 98) AND 0.35 MILE E OF INTERSERCTION EZ0876'OF NC 98 AND SR 1831, 32.6 FT S OF C/L OF NC 98, 101.3 FT W OF EZ0876'ALUM. REF. TAG ON PP W/TRANSFORMER, 5.3 FT S OF ALUM. REF TAG ON EZ0876'POST AT PROPERTY CORNER AND 19.9 FT N OF ALUM. REF. TAG ON 6 EZ0876'INCH PINE TREE. STATION IS 2 INCHES ABOVE THE GROUND. EZ0876 EZ0876 STATION RECOVERY (1973) EZ0876 EZ0876'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0876'RECOVERED IN GOOD CONDITION. EZ0876 EZ0876 STATION RECOVERY (1977) EZ0876 EZ0876'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (HGG) EZ0876'THE STATION WAS RECOVERED IN GOOD CONDITION. A COMPLETE NEW EZ0876'DESCRIPTION FOLLOWS. EZ0876' EZ0876'THE STATION IS LOCATED APPROXIMATELY 4.0 MILES NORTHWEST OF BAYLEAF EZ0876'COMMUNITY AND 9.3 MILES SOUTH OF CREEDMOOR. EZ0876' EZ0876'TO REACH THE STATION FROM THE INTERSECTION OF NC 98 AND NC 50 NORTH OF EZ0876'RALEIGH, PROCEED WEST ALONG NC 98 FOR 0.2 MILES TO STATION ON LEFT, EZ0876'0.35 MILE EAST OF INTERSECTION OF NC 98 AND SR 1831. EZ0876' EZ0876'STATION MARK IS A STANDARD DISK STAMPED---SAW 1971---, SET IN THE TOP EZ0876'OF A CONCRETE CYLINDER, WHICH IS 2 INCHES ABOVE THE GROUND SURFACE. EZ0876'THE MARK IS 32.6 FEET SOUTH OF THE CENTERLINE OF NC 98, 101.3 FEET EZ0876'WEST OF A POWER POLE WITH TRANSFORMER AND REFERENCE TAG, 3.1 FEET EZ0876'SOUTH OF A PROPERTY CORNER POST WITH REFERENCE TAG, 19.3 FEET NORTH OF EZ0876'A 10 INCH PINE WITH REFERENCE TAG, 8.9 FEET SOUTH OF EAST END OF EZ0876'CULVERT HEADWALL AND 55.1 FEET SOUTHEAST OF WEST END OF CULVERT EZ0876'HEADWALL. EZ0876 EZ0876 STATION RECOVERY (1977) EZ0876 EZ0876'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 EZ0876'STATION IS LOCATED APPROXIMATELY 4.0 MILES NORTHWEST OF BAYLEAF EZ0876'COMMUNITY. TO REACH STATION FROM INTERSECTION OF NC 98 AND NC 50 NORTH EZ0876'OF RALEIGH, PROCEED WEST ALONG NC 98 FOR 0.2 MILE TO STATION ON LEFT, EZ0876'0.35 MILE EAST OF INTERSECTION OF NC 98 AND SR 1831, 32.6 FT. SOUTH EZ0876'OF CENTERLINE OF NC 98, 101.3 FT. WEST OF POWER POLE WITH TRANSFORMER EZ0876'AND ALUMINUM REF. TAG, 3.1 FT. SOUTH OF PROPERTY CORNER POST WITH EZ0876'ALUMINUM REF. TAG, 19.3 FT. NORTH OF 10 INCH PINE WITH ALUMINUM REF. EZ0876'TAG, 8.9 FT. SOUTH OF EAST END OF CULVERT HEADWALL AND 55.1 FT. EZ0876'SOUTHEAST OF WEST END OF CULVERT HEADWALL. EZ0876 EZ0876 STATION RECOVERY (1977) EZ0876 EZ0876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 EZ0876'RECOVERED IN GOOD CONDITION. EZ0876 EZ0876 STATION RECOVERY (1985) EZ0876 EZ0876'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0876'NC 98 NOW RUNS OVER 50 FT (15.2 M) SOUTH OF THE OLD ROUTE. STATION EZ0876'WAS DESTROYED BY GRADING. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2420 *********************************************************************** EZ2420 DESIGNATION - SCARBORO EZ2420 PID - EZ2420 EZ2420 STATE/COUNTY- NC/WAKE EZ2420 USGS QUAD - ROLESVILLE (1993) EZ2420 EZ2420 *CURRENT SURVEY CONTROL EZ2420 ___________________________________________________________________ EZ2420* NAD 83(1986)- 35 54 23.65707(N) 078 28 49.95706(W) ADJUSTED EZ2420* NAVD 88 - 115.975 (meters) 380.49 (feet) ADJUSTED EZ2420 ___________________________________________________________________ EZ2420 LAPLACE CORR- -6.81 (seconds) DEFLEC99 EZ2420 GEOID HEIGHT- -33.27 (meters) GEOID03 EZ2420 DYNAMIC HT - 115.875 (meters) 380.17 (feet) COMP EZ2420 MODELED GRAV- 979,769.1 (mgal) NAVD 88 EZ2420 EZ2420 HORZ ORDER - SECOND EZ2420 VERT ORDER - SECOND CLASS II EZ2420 EZ2420.The North Carolina HARNS have been completed but, EZ2420.due to contractual restrictions, coordinates for these stations EZ2420.will NOT be published in the near future. In the interim, the EZ2420.published coordinates in North Carolina will not be EZ2420.consistent with the Continuously Operating Reference Stations EZ2420.(CORS). The HARN coordinates for these stations are available EZ2420.upon request. Contact Gary Thompson(919-733-3836). EZ2420. EZ2420.In addition, the published North Carolina positions EZ2420.(NAD 83 (1986)) are NOT consistent with those determined in EZ2420.adjacent state readjustments. The discontinuity between stations EZ2420.located in North Carolina and those in adjacent states EZ2420.which have been adjusted to the HARN may be as much as 5 EZ2420.decimeters. This will result in a significant loss of accuracy EZ2420.over lines crossing such state borders. EZ2420 EZ2420 EZ2420.The horizontal coordinates were established by classical geodetic methods EZ2420.and adjusted by the National Geodetic Survey in July 1986. EZ2420 EZ2420.The orthometric height was determined by differential leveling EZ2420.and adjusted by the National Geodetic Survey in June 1991. EZ2420 EZ2420.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2420 EZ2420.The geoid height was determined by GEOID03. EZ2420 EZ2420.The dynamic height is computed by dividing the NAVD 88 EZ2420.geopotential number by the normal gravity value computed on the EZ2420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2420.degrees latitude (g = 980.6199 gals.). EZ2420 EZ2420.The modeled gravity was interpolated from observed gravity values. EZ2420 EZ2420; North East Units Scale Factor Converg. EZ2420;SPC NC - 239,357.272 656,489.373 MT 0.99993778 +0 17 59.3 EZ2420;SPC NC - 785,291.32 2,153,832.22 sFT 0.99993778 +0 17 59.3 EZ2420;UTM 17 - 3,976,518.721 727,363.214 MT 1.00023702 +1 28 41.5 EZ2420 EZ2420! - Elev Factor x Scale Factor = Combined Factor EZ2420!SPC NC - 0.99998702 x 0.99993778 = 0.99992480 EZ2420!UTM 17 - 0.99998702 x 1.00023702 = 1.00022404 EZ2420 EZ2420 SUPERSEDED SURVEY CONTROL EZ2420 EZ2420 NAD 27 - 35 54 23.10757(N) 078 28 50.95439(W) AD( ) 2 EZ2420 NGVD 29 (??/??/92) 116.252 (m) 381.40 (f) ADJ UNCH 2 2 EZ2420 EZ2420.Superseded values are not recommended for survey control. EZ2420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2420.See file dsdata.txt to determine how the superseded data were derived. EZ2420 EZ2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2736376519(NAD 83) EZ2420_MARKER: DE = TRAVERSE STATION DISK EZ2420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2420_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2420_STAMPING: SCARBORO 1976 EZ2420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2420+STABILITY: SURFACE MOTION EZ2420 EZ2420 HISTORY - Date Condition Report By EZ2420 HISTORY - 1976 MONUMENTED NCGS EZ2420 HISTORY - 1976 GOOD NCGS EZ2420 EZ2420 STATION DESCRIPTION EZ2420 EZ2420'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2420'SCARBORO IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2420'IN THE VICINITY OF ROLESVILLE, NORTH CAROLINA. EZ2420' EZ2420'SCARBORO IS LOCATED APPROXIMATELY 1.7 MILES SOUTHWEST OF EZ2420'ROLESVILLE AND 5.3 MILES SSE OF WAKE FOREST. TO REACH STATION EZ2420'FROM THE MAIN CROSSROADS IN CENTER OF ROLESVILLE, PROCEED EZ2420'SOUTHWEST ALONG U.S. 401 FOR 1.8 MILES TO STATION ON LEFT, IN EZ2420'NORTHWEST CORNER OF YARD OF TOM SCARBOROS ONE STORY BRICK EZ2420'RESIDENCE AND 0.1 MILE SOUTHWEST OF T INTERSECTION WITH SR 2226 EZ2420'(S). EZ2420' EZ2420'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2420'SCARBORO 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ2420'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2420' EZ2420'MARK IS 50.3 FT SE OF C/L OF U.S. 401 EZ2420' EZ2420'13.2 FT NNE OF C/L OF WESTERNMOST PAVED DRIVEWAY TO RESIDENCE EZ2420' EZ2420'61.1 FT ESE OF C/L INTERSECTION OF HIGHWAY WITH WESTERNMOST EZ2420'DRIVEWAY EZ2420' EZ2420'87.3 FT W OF WESTERNMOST CORNER OF RESIDENCE EZ2420' EZ2420'57.6 FT NE OF 8 INCH PINE WITH ALUMINUM REF. TAG EZ2420 EZ2420 STATION RECOVERY (1976) EZ2420 EZ2420'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2420'1.7 MI SW FROM ROLESVILLE. EZ2420'TO REACH STATION FROM THE MAIN CROSSROADS IN CENTER OF ROLESVILLE, EZ2420'PROCEED SOUTHWEST ALONG US 401 FOR 1.8 MILES TO STATION ON LEFT, IN EZ2420'NORTHWEST CORNER OF YARD OF TOM SCARBOROS ONE STORY BRICK RESIDENCE, EZ2420'AND 0.1 MILE SOUTHWEST OF T INTERSECTION WITH SR 2226 (S). 50.3 FT. EZ2420'SE OF C/L OF US 401, 13.2 FT. NNE OF C/L OF WESTERNMOST PAVED DRIVEWAY EZ2420'TO RESIDENCE, 61.1 FT. ESE OF C/L OF INTERSECTION OF HIGHWAY WITH EZ2420'WESTERNMOST DRIVEWAY, 87.3 FT. W OF WESTERNMOST CORNER OF RESIDENCE, EZ2420'AND 57.6 FT. NE OF 8 INCH PINE WITH ALUMINUM REF. TAG. DISK IS SET IN EZ2420'CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5224 *********************************************************************** EZ5224 DESIGNATION - SCATES EZ5224 PID - EZ5224 EZ5224 STATE/COUNTY- NC/WAKE EZ5224 USGS QUAD - BAYLEAF (1987) EZ5224 EZ5224 *CURRENT SURVEY CONTROL EZ5224 ___________________________________________________________________ EZ5224* NAD 83(1986)- 35 58 21.36732(N) 078 37 51.81053(W) ADJUSTED EZ5224* NAVD 88 - 94.4 (meters) 310. (feet) VERTCON EZ5224 ___________________________________________________________________ EZ5224 LAPLACE CORR- -6.80 (seconds) DEFLEC99 EZ5224 GEOID HEIGHT- -32.45 (meters) GEOID03 EZ5224 EZ5224 HORZ ORDER - SECOND EZ5224 EZ5224.The North Carolina HARNS have been completed but, EZ5224.due to contractual restrictions, coordinates for these stations EZ5224.will NOT be published in the near future. In the interim, the EZ5224.published coordinates in North Carolina will not be EZ5224.consistent with the Continuously Operating Reference Stations EZ5224.(CORS). The HARN coordinates for these stations are available EZ5224.upon request. Contact Gary Thompson(919-733-3836). EZ5224. EZ5224.In addition, the published North Carolina positions EZ5224.(NAD 83 (1986)) are NOT consistent with those determined in EZ5224.adjacent state readjustments. The discontinuity between stations EZ5224.located in North Carolina and those in adjacent states EZ5224.which have been adjusted to the HARN may be as much as 5 EZ5224.decimeters. This will result in a significant loss of accuracy EZ5224.over lines crossing such state borders. EZ5224 EZ5224 EZ5224.The horizontal coordinates were established by classical geodetic methods EZ5224.and adjusted by the National Geodetic Survey in July 1986. EZ5224 EZ5224.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5224 EZ5224.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5224 EZ5224.The geoid height was determined by GEOID03. EZ5224 EZ5224; North East Units Scale Factor Converg. EZ5224;SPC NC - 246,622.641 642,876.164 MT 0.99995161 +0 12 46.6 EZ5224;SPC NC - 809,127.78 2,109,169.55 sFT 0.99995161 +0 12 46.6 EZ5224;UTM 17 - 3,983,504.281 713,599.919 MT 1.00016222 +1 23 31.3 EZ5224 EZ5224! - Elev Factor x Scale Factor = Combined Factor EZ5224!SPC NC - 0.99999027 x 0.99995161 = 0.99994188 EZ5224!UTM 17 - 0.99999027 x 1.00016222 = 1.00015249 EZ5224 EZ5224: Primary Azimuth Mark Grid Az EZ5224:SPC NC - LYON 188 01 19.9 EZ5224:UTM 17 - LYON 186 50 35.2 EZ5224 EZ5224|---------------------------------------------------------------------| EZ5224| PID Reference Object Distance Geod. Az | EZ5224| dddmmss.s | EZ5224| EZ5225 HARRISON 324.507 METERS 03757 | EZ5224| EZ5223 LYON APPROX. 1.4 KM 1881406.5 | EZ5224|---------------------------------------------------------------------| EZ5224 EZ5224 SUPERSEDED SURVEY CONTROL EZ5224 EZ5224 NAD 27 - 35 58 20.83374(N) 078 37 52.80213(W) AD( ) 2 EZ5224 NGVD 29 (07/19/86) 94.7 (m) 311. (f) VERT ANG EZ5224 EZ5224.Superseded values are not recommended for survey control. EZ5224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5224.See file dsdata.txt to determine how the superseded data were derived. EZ5224 EZ5224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1360083504(NAD 83) EZ5224_STAMPING: SCATES 1970 EZ5224_MARK LOGO: NCGS EZ5224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5224+STABILITY: SURFACE MOTION EZ5224 EZ5224 HISTORY - Date Condition Report By EZ5224 HISTORY - 1970 FIRST OBSERVED NCGS EZ5224 HISTORY - 19850101 SEE DESCRIPTION NCGS EZ5224 EZ5224 STATION DESCRIPTION EZ5224 EZ5224'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ5224'SCATES IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ5224'VICINITY OF NORTHWEST WAKE COUNTY. EZ5224' EZ5224'SCATES IS LOCATED APPROXIMATELY 1.9 MILES NORTH OF BAYLEAF, AND EZ5224'3.8 MILES WNW OF FALLS. TO REACH STATION PROCEED FROM THE EZ5224'INTERSECTION OF NC 98 AND SR 2003, GO SOUTH ON SR 2003 FOR 0.55 EZ5224'MILE TO LANE ON RIGHT LEADING TO HOME OF MR. SCATES, NEAR SOUTHWEST EZ5224'CORNER OF MR. SCATES HOME, AND 1.5 MILES NORTH OF INTERSECTION OF SR EZ5224'2003 AND SR 2002. EZ5224' EZ5224'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ5224'SCATES 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ5224'IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ5224' EZ5224'MARK IS-- EZ5224'21.6 FEET WSW OF NW CORNER OF HOUSE. EZ5224'26.8 FEET WNW OF SW CORNER OF HOUSE. EZ5224'34.8 FEET S OF 24 INCH CEDAR TREE. EZ5224'44.7 FEET SSW OF 30 INCH OAK TREE. EZ5224'52.2 FEET SE OF 18 INCH WHITE ASH TREE. EZ5224 EZ5224 STATION RECOVERY (1985) EZ5224 EZ5224'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ5224'SEARCHED FOR BUT NOT FOUND. DESCRIPTION IS INADEQUATE FOR LOCATING EZ5224'THE MONUMENT. HOUSE HAS BEEN RAZED AND REFERENCE TREES ARE GONE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6608 *********************************************************************** EZ6608 DESIGNATION - SCHENK EZ6608 PID - EZ6608 EZ6608 STATE/COUNTY- NC/WAKE EZ6608 USGS QUAD - RALEIGH WEST (1988) EZ6608 EZ6608 *CURRENT SURVEY CONTROL EZ6608 ___________________________________________________________________ EZ6608* NAD 83(1986)- 35 49 03.10639(N) 078 44 18.25360(W) ADJUSTED EZ6608* NAVD 88 - 128.6 (meters) 422. (feet) VERTCON EZ6608 ___________________________________________________________________ EZ6608 LAPLACE CORR- -7.27 (seconds) DEFLEC99 EZ6608 GEOID HEIGHT- -32.40 (meters) GEOID03 EZ6608 EZ6608 HORZ ORDER - SECOND EZ6608 EZ6608.The North Carolina HARNS have been completed but, EZ6608.due to contractual restrictions, coordinates for these stations EZ6608.will NOT be published in the near future. In the interim, the EZ6608.published coordinates in North Carolina will not be EZ6608.consistent with the Continuously Operating Reference Stations EZ6608.(CORS). The HARN coordinates for these stations are available EZ6608.upon request. Contact Gary Thompson(919-733-3836). EZ6608. EZ6608.In addition, the published North Carolina positions EZ6608.(NAD 83 (1986)) are NOT consistent with those determined in EZ6608.adjacent state readjustments. The discontinuity between stations EZ6608.located in North Carolina and those in adjacent states EZ6608.which have been adjusted to the HARN may be as much as 5 EZ6608.decimeters. This will result in a significant loss of accuracy EZ6608.over lines crossing such state borders. EZ6608 EZ6608 EZ6608.The horizontal coordinates were established by classical geodetic methods EZ6608.and adjusted by the National Geodetic Survey in December 1992. EZ6608 EZ6608.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6608 EZ6608.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6608 EZ6608.The geoid height was determined by GEOID03. EZ6608 EZ6608; North East Units Scale Factor Converg. EZ6608;SPC NC - 229,386.672 633,240.026 MT 0.99992124 +0 09 03.5 EZ6608;SPC NC - 752,579.44 2,077,554.99 sFT 0.99992124 +0 09 03.5 EZ6608;UTM 17 - 3,966,070.647 704,317.677 MT 1.00011443 +1 19 26.2 EZ6608 EZ6608! - Elev Factor x Scale Factor = Combined Factor EZ6608!SPC NC - 0.99998490 x 0.99992124 = 0.99990614 EZ6608!UTM 17 - 0.99998490 x 1.00011443 = 1.00009933 EZ6608 EZ6608: Primary Azimuth Mark Grid Az EZ6608:SPC NC - RALEIGH PWR AND LT CO MAST 119 16 25.2 EZ6608:UTM 17 - RALEIGH PWR AND LT CO MAST 118 06 02.5 EZ6608 EZ6608|---------------------------------------------------------------------| EZ6608| PID Reference Object Distance Geod. Az | EZ6608| dddmmss.s | EZ6608| EZ6595 RALEIGH PWR AND LT CO MAST APPROX. 5.8 KM 1192528.7 | EZ6608| EZ6597 RALEIGH NC EQPT CO RADIO MAST APPROX. 6.2 KM 1202053.5 | EZ6608| EZ6601 RALEIGH HWY PATROL RAD MAST APPROX. 3.6 KM 1240945.2 | EZ6608| EZ6596 RALEIGH FAIRGROUNDS TANK APPROX. 3.6 KM 1285746.4 | EZ6608| EZ5140 RALEIGH CATERPILLAR CO MAST APPROX. 4.1 KM 1335245.1 | EZ6608| EZ5417 CARY RADIO WPTF TALLEST MAST APPROX. 3.4 KM 2161416.9 | EZ6608| EZ6529 ALWIN 498.590 METERS 3002608.1 | EZ6608|---------------------------------------------------------------------| EZ6608 EZ6608 SUPERSEDED SURVEY CONTROL EZ6608 EZ6608 NGVD 29 (12/28/92) 128.8 (m) 423. (f) VERT ANG EZ6608 EZ6608.Superseded values are not recommended for survey control. EZ6608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6608.See file dsdata.txt to determine how the superseded data were derived. EZ6608 EZ6608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0431866071(NAD 83) EZ6608_MARKER: DH = HORIZONTAL CONTROL DISK EZ6608_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN EZ6608+WITH SETTING: PAVEMENT EZ6608_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6608+STABILITY: SURFACE MOTION EZ6608 EZ6608 HISTORY - Date Condition Report By EZ6608 HISTORY - 1984 MONUMENTED NCGS EZ6608 EZ6608 STATION DESCRIPTION EZ6608 EZ6608'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6608'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) NORTH-NORTHEAST OF CARY EZ6608'AND 9.8 KM (6.1 MI) WEST-NORTHWEST OF RALEIGH. EZ6608' EZ6608'AT THE I 40 EAST ACCESS BRIDGE FROM WADE AVENUE EXTENSION WESTBOUND EZ6608'LANES, IN THE EAST BRIDGE BED, ON THE NORTHEAST END, AND AT THE EZ6608'FIRST EXPANSION JOINT FROM THE NORTH. EZ6608' EZ6608'THE STATION IS A STANDARD NCGS DISK STAMPED---SCHENK 1984---, SET EZ6608'INTO A DRILLED HOLE. LOCATED EZ6608'4.6 METERS (15.0 FT) EAST FROM THE CENTERLINE OF THE OVERPASS, EZ6608'1.0 METER (3.5 FT) WEST FROM THE BRIDGE RAIL, AND EZ6608'42.8 METERS (140.3 FT) SOUTH FROM THE NORTHEAST END OF BRIDGE RAIL. EZ6608' EZ6608'MARK IS 35 FEET ABOVE WADE AVENUE EXTENSION WESTBOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2660 *********************************************************************** EZ2660 DESIGNATION - SCHOOL EZ2660 PID - EZ2660 EZ2660 STATE/COUNTY- NC/WAKE EZ2660 USGS QUAD - LAKE WHEELER (1993) EZ2660 EZ2660 *CURRENT SURVEY CONTROL EZ2660 ___________________________________________________________________ EZ2660* NAD 83(1986)- 35 42 01.39305(N) 078 37 43.54344(W) ADJUSTED EZ2660* NAVD 88 - 101.121 (meters) 331.76 (feet) ADJUSTED EZ2660 ___________________________________________________________________ EZ2660 LAPLACE CORR- -7.30 (seconds) DEFLEC99 EZ2660 GEOID HEIGHT- -33.13 (meters) GEOID03 EZ2660 DYNAMIC HT - 101.032 (meters) 331.47 (feet) COMP EZ2660 MODELED GRAV- 979,752.3 (mgal) NAVD 88 EZ2660 EZ2660 HORZ ORDER - SECOND EZ2660 VERT ORDER - SECOND CLASS I EZ2660 EZ2660.The North Carolina HARNS have been completed but, EZ2660.due to contractual restrictions, coordinates for these stations EZ2660.will NOT be published in the near future. In the interim, the EZ2660.published coordinates in North Carolina will not be EZ2660.consistent with the Continuously Operating Reference Stations EZ2660.(CORS). The HARN coordinates for these stations are available EZ2660.upon request. Contact Gary Thompson(919-733-3836). EZ2660. EZ2660.In addition, the published North Carolina positions EZ2660.(NAD 83 (1986)) are NOT consistent with those determined in EZ2660.adjacent state readjustments. The discontinuity between stations EZ2660.located in North Carolina and those in adjacent states EZ2660.which have been adjusted to the HARN may be as much as 5 EZ2660.decimeters. This will result in a significant loss of accuracy EZ2660.over lines crossing such state borders. EZ2660 EZ2660 EZ2660.The horizontal coordinates were established by classical geodetic methods EZ2660.and adjusted by the National Geodetic Survey in December 1990. EZ2660 EZ2660.The orthometric height was determined by differential leveling EZ2660.and adjusted by the National Geodetic Survey in June 1991. EZ2660 EZ2660.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2660 EZ2660.The geoid height was determined by GEOID03. EZ2660 EZ2660.The dynamic height is computed by dividing the NAVD 88 EZ2660.geopotential number by the normal gravity value computed on the EZ2660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2660.degrees latitude (g = 980.6199 gals.). EZ2660 EZ2660.The modeled gravity was interpolated from observed gravity values. EZ2660 EZ2660; North East Units Scale Factor Converg. EZ2660;SPC NC - 216,421.986 643,196.221 MT 0.99990316 +0 12 51.4 EZ2660;SPC NC - 710,044.47 2,110,219.60 sFT 0.99990316 +0 12 51.4 EZ2660;UTM 17 - 3,953,309.310 714,539.195 MT 1.00016721 +1 23 03.3 EZ2660 EZ2660! - Elev Factor x Scale Factor = Combined Factor EZ2660!SPC NC - 0.99998933 x 0.99990316 = 0.99989249 EZ2660!UTM 17 - 0.99998933 x 1.00016721 = 1.00015654 EZ2660 EZ2660 SUPERSEDED SURVEY CONTROL EZ2660 EZ2660 NGVD 29 (12/03/90) 101.37 (m) 332.6 (f) LEVELING 3 EZ2660 EZ2660.Superseded values are not recommended for survey control. EZ2660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2660.See file dsdata.txt to determine how the superseded data were derived. EZ2660 EZ2660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1453953309(NAD 83) EZ2660_MARKER: DE = TRAVERSE STATION DISK EZ2660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2660_SP_SET: CONCRETE POST EZ2660_STAMPING: SCHOOL 1978 EZ2660_MARK LOGO: NCGS EZ2660_PROJECTION: FLUSH EZ2660_MAGNETIC: N = NO MAGNETIC MATERIAL EZ2660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2660+STABILITY: SURFACE MOTION EZ2660_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ2660+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2005 EZ2660 EZ2660 HISTORY - Date Condition Report By EZ2660 HISTORY - 1978 MONUMENTED NCGS EZ2660 HISTORY - 1978 GOOD NCGS EZ2660 HISTORY - 1987 GOOD USPSQD EZ2660 HISTORY - 20050530 GOOD USPSQD EZ2660 EZ2660 STATION DESCRIPTION EZ2660 EZ2660'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ2660'THE STATION IS LOCATED IN GARNER. EZ2660' EZ2660'TO REACH THE STATION FROM THE SR 2713 (VANDORA SPRINGS ROAD) OVERPASS EZ2660'OF US 70, PROCEED SOUTHWEST ALONG SR 2713 FOR 0.75 MILE TO VANDORA EZ2660'SPRINGS ELEMENTARY SCHOOL PLAYGROUND AND STATION ON THE LEFT, EZ2660'APPROXIMATELY 50 FEET NORTHWEST OF THE NORTHWEST STRAIGHTAWAY OF THE EZ2660'PLAGROUND TRACK AND APPROXIMATELY 350 FEET NORTH OF THE NORTHERNMOST EZ2660'CORNER OF THE SCHOOL BUILDING. EZ2660' EZ2660'STATION MARK IS A STANDARD DISK STAMPED---SCHOOL 1978---SET IN THE TOP EZ2660'OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE. THE EZ2660'MARK IS 27.7 FEET SOUTHEAST OF CENTERLINE OF SR 2713, 6.2 FEET EZ2660'SOUTHEAST OF THE EDGE OF CONCRETE SIDEWALK, 26.8 FEET SOUTHWEST OF EZ2660'POWER POLE 415 WITH REFERENCE TAG, 91.6 FEET NORTHEAST OF POWER POLE EZ2660'WITH REFERENCE TAG, 75.2 FEET SOUTH OF SOUTH END OF CONCRETE CULVERT EZ2660'UNDER DRIVE TO A TWO STORY BRICK HOUSE AND 5.8 FEET NORTHEAST OF THE EZ2660'SECOND SMALL CLUSTER OF CREPE MYRTLE SHRUBS SOUTH OF FREDERICK ROAD. EZ2660 EZ2660 STATION RECOVERY (1978) EZ2660 EZ2660'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EZ2660'IN GARNER. EZ2660'TO REACH THE STATION FROM THE SR 2713 (VANDORA SPRINGS ROAD) OVERPASS EZ2660'OF US 70, PROCEED SOUTHWEST ALONG SR 2713 FOR 0.75 MILE TO VANDORA EZ2660'SPRINGS ELEMENTARY SCHOOL PLAYGROUND AND STATION ON LEFT APPROXIMATELY EZ2660'350 FEET NORTH OF THE NORTHERNMOST CORNER OF THE SCHOOL BUILDING EZ2660'27.7 FEET SOUTHEAST OF THE CENTERLINE OF SR 2713, 6.2 FEET SOUTHEAST EZ2660'OF THE EDGE OF CONCRETE SIDEWALK, 26.8 FEET SOUTHWEST OF POWER POLE EZ2660'(415) WITH REFERENCE TAG, 91.6 FEET NORTHEAST OF POWER POLE WITH EZ2660'REFERENCE TAG, 75.2 FEET SOUTH OF SOUTH END OF CONCRETE CULVERT EZ2660'UNDER DRIVE TO TWO STORY BRICK HOUSE, AND 5.8 FEET NORTHEAST OF EZ2660'THE SECOND SMALL CLUSTER OF CREPE MYRTLE SHRUBS SOUTH OF FREDERICK EZ2660'ROAD. EZ2660'THE MARK IS 1 FT ABOVE ROAD. EZ2660 EZ2660 STATION RECOVERY (1987) EZ2660 EZ2660'RECOVERY NOTE BY US POWER SQUADRON 1987 (FBB) EZ2660'RECOVERED IN GOOD CONDITION. EZ2660 EZ2660 STATION RECOVERY (2005) EZ2660 EZ2660'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ2660'N 35 42.024 EZ2660'W 078 37.726 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1099 *********************************************************************** EZ1099 DESIGNATION - SCOLLON EZ1099 PID - EZ1099 EZ1099 STATE/COUNTY- NC/WAKE EZ1099 USGS QUAD - CARY (1993) EZ1099 EZ1099 *CURRENT SURVEY CONTROL EZ1099 ___________________________________________________________________ EZ1099* NAD 83(1986)- 35 52 30.16196(N) 078 49 02.55086(W) ADJUSTED EZ1099* NAVD 88 - 112.629 (meters) 369.52 (feet) ADJUSTED EZ1099 ___________________________________________________________________ EZ1099 LAPLACE CORR- -6.15 (seconds) DEFLEC99 EZ1099 GEOID HEIGHT- -31.95 (meters) GEOID03 EZ1099 DYNAMIC HT - 112.535 (meters) 369.21 (feet) COMP EZ1099 MODELED GRAV- 979,793.8 (mgal) NAVD 88 EZ1099 EZ1099 HORZ ORDER - SECOND EZ1099 VERT ORDER - SECOND CLASS II EZ1099 EZ1099.The North Carolina HARNS have been completed but, EZ1099.due to contractual restrictions, coordinates for these stations EZ1099.will NOT be published in the near future. In the interim, the EZ1099.published coordinates in North Carolina will not be EZ1099.consistent with the Continuously Operating Reference Stations EZ1099.(CORS). The HARN coordinates for these stations are available EZ1099.upon request. Contact Gary Thompson(919-733-3836). EZ1099. EZ1099.In addition, the published North Carolina positions EZ1099.(NAD 83 (1986)) are NOT consistent with those determined in EZ1099.adjacent state readjustments. The discontinuity between stations EZ1099.located in North Carolina and those in adjacent states EZ1099.which have been adjusted to the HARN may be as much as 5 EZ1099.decimeters. This will result in a significant loss of accuracy EZ1099.over lines crossing such state borders. EZ1099 EZ1099 EZ1099.The horizontal coordinates were established by classical geodetic methods EZ1099.and adjusted by the National Geodetic Survey in July 1986. EZ1099 EZ1099.The orthometric height was determined by differential leveling EZ1099.and adjusted by the National Geodetic Survey in June 1991. EZ1099 EZ1099.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1099 EZ1099.The geoid height was determined by GEOID03. EZ1099 EZ1099.The dynamic height is computed by dividing the NAVD 88 EZ1099.geopotential number by the normal gravity value computed on the EZ1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1099.degrees latitude (g = 980.6199 gals.). EZ1099 EZ1099.The modeled gravity was interpolated from observed gravity values. EZ1099 EZ1099; North East Units Scale Factor Converg. EZ1099;SPC NC - 235,751.916 626,092.142 MT 0.99993165 +0 06 19.5 EZ1099;SPC NC - 773,462.74 2,054,103.97 sFT 0.99993165 +0 06 19.5 EZ1099;UTM 17 - 3,972,289.221 697,039.692 MT 1.00007843 +1 16 46.1 EZ1099 EZ1099! - Elev Factor x Scale Factor = Combined Factor EZ1099!SPC NC - 0.99998734 x 0.99993165 = 0.99991899 EZ1099!UTM 17 - 0.99998734 x 1.00007843 = 1.00006577 EZ1099 EZ1099 SUPERSEDED SURVEY CONTROL EZ1099 EZ1099 NAD 27 - 35 52 29.63803(N) 078 49 03.53023(W) AD( ) 2 EZ1099 NGVD 29 (??/??/92) 112.881 (m) 370.34 (f) ADJ UNCH 2 2 EZ1099 EZ1099.Superseded values are not recommended for survey control. EZ1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1099.See file dsdata.txt to determine how the superseded data were derived. EZ1099 EZ1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9704072289(NAD 83) EZ1099_MARKER: DE = TRAVERSE STATION DISK EZ1099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1099_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1099_STAMPING: SCOLLON 1973 EZ1099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1099+STABILITY: SURFACE MOTION EZ1099_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ1099+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2005 EZ1099 EZ1099 HISTORY - Date Condition Report By EZ1099 HISTORY - 1973 MONUMENTED NCGS EZ1099 HISTORY - 1974 GOOD NCGS EZ1099 HISTORY - 20050529 GOOD USPSQD EZ1099 EZ1099 STATION DESCRIPTION EZ1099 EZ1099'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (LWA) EZ1099'SCOLLON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ1099'THE VICINITY OF MORRISVILLE, NORTH CAROLINA. EZ1099' EZ1099'SCOLLON IS LOCATED APPROXIMATELY 3.6 MILES NORTH OF MORRISVILLE, AND EZ1099'12.0 MILES WNW OF RALEIGH. TO REACH STATION FROM THE PAGE ROAD EZ1099'OVERPASS OF I-40 (WEST), PROCEED NE ALONG PAGE ROAD FOR 0.7 MILES EZ1099'TO T INTERSECTION WITH SR 1642, THENCE SE ALONG SR 1642 FOR 0.85 EZ1099'MILES TO T INTERSECTION WITH SR 1789, THENCE SOUTH ALONG SR 1789 EZ1099'FOR 0.6 MILES TO STATION ON RIGHT IN WEST SHOULDER, 0.45 MILES NORTH EZ1099'OF INTERSECTION WITH SR 1792, AND APPROXIMATELY 300 FEET SW OF THE EZ1099'SCOLLON RESIDENCE. EZ1099' EZ1099'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED SCOLLON EZ1099'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 5 EZ1099'INCHES BELOW THE SURFACE OF THE GROUND. EZ1099' EZ1099'MARK IS EZ1099'16.2 FEET W OF C/L OF SR 1789. EZ1099'69.4 FEET NW OF TOP OF IRON PROPERTY CORNER PIPE EZ1099'(ON E SIDE SR 1789). EZ1099'91.0 FEET NNW OF 5 INCH PINE W/ALUMINUM REF. TAG. EZ1099'23.8 FEET E OF 15 INCH PINE W/ALUMINUM REF. TAG. EZ1099'60.1 FEET SE OF 14 INCH MAPLE W/ALUMINUM REF. TAG. EZ1099'139.7 FEET SSW OF CENTER OF TOP OF CONCRETE CULVERT UNDER DIRT EZ1099'DRIVEWAY (EAST). EZ1099 EZ1099 STATION RECOVERY (1974) EZ1099 EZ1099'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 EZ1099'3.6 MI N FROM MORRISVILLE. EZ1099'SCOLLON IS LOCATED APPROXIMATELY 12.0 MILES WNW OF RALEIGH. EZ1099'TO REACH STATION FROM THE PAGE ROAD OVERPASS OF I-40 (WEST), EZ1099'PROCEED NE ALONG PAGE ROAD FOR 0.7 MILES TO T INTERSECTION WITH EZ1099'SR 1642, THENCE SE ALONG SR 1642 FOR 0.85 MILES TO T INTERSECTION EZ1099'WITH SR 1789, THENCE SOUTH ALONG SR 1789 FOR 0.6 MILE TO STATION EZ1099'ON RIGHT IN WEST SHOULDER, 0.45 MILE NORTH OF INTERSECTION WITH EZ1099'SR 1792, AND APPROXIMATELY 300 FT SW OF THE SCOLLON RESIDENCE, EZ1099'16.2 FT W OF C/L OF SR 1789, 69.4 FT NW OF TOP OF IRON PROPERTY EZ1099'CORNER PIPE (ON E SIDE SR 1789), 91.0 FT NNW OF 5 IN PINE EZ1099'W/ALUMINUM REF. TAG, 23.8 FT E OF 15 IN PINE W/ALUMINUM REF. TAG, EZ1099'60.1 FT SE OF 14 IN MAPLE W/ALUMINUM REF. TAG, AND 139.7 FT SSW EZ1099'OF CENTER OF TOP OF CONCRETE CULVERT UNDER DIRT DRIVEWAY (EAST). EZ1099'DISK IS SET IN TOP OF CONCRETE CYLINDER, 5 INCHES BELOW THE EZ1099'SURFACE OF THE GROUND. EZ1099 EZ1099 STATION RECOVERY (2005) EZ1099 EZ1099'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ1099'N 35 52.501 EZ1099'W 078 49.040 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5159 *********************************************************************** EZ5159 DESIGNATION - SCOTT EZ5159 PID - EZ5159 EZ5159 STATE/COUNTY- NC/WAKE EZ5159 USGS QUAD - RALEIGH WEST (1988) EZ5159 EZ5159 *CURRENT SURVEY CONTROL EZ5159 ___________________________________________________________________ EZ5159* NAD 83(1986)- 35 48 02.08304(N) 078 41 38.54294(W) ADJUSTED EZ5159* NAVD 88 - 140.3 (meters) 460. (feet) VERTCON EZ5159 ___________________________________________________________________ EZ5159 LAPLACE CORR- -6.86 (seconds) DEFLEC99 EZ5159 GEOID HEIGHT- -32.62 (meters) GEOID03 EZ5159 EZ5159 HORZ ORDER - SECOND EZ5159 EZ5159.The North Carolina HARNS have been completed but, EZ5159.due to contractual restrictions, coordinates for these stations EZ5159.will NOT be published in the near future. In the interim, the EZ5159.published coordinates in North Carolina will not be EZ5159.consistent with the Continuously Operating Reference Stations EZ5159.(CORS). The HARN coordinates for these stations are available EZ5159.upon request. Contact Gary Thompson(919-733-3836). EZ5159. EZ5159.In addition, the published North Carolina positions EZ5159.(NAD 83 (1986)) are NOT consistent with those determined in EZ5159.adjacent state readjustments. The discontinuity between stations EZ5159.located in North Carolina and those in adjacent states EZ5159.which have been adjusted to the HARN may be as much as 5 EZ5159.decimeters. This will result in a significant loss of accuracy EZ5159.over lines crossing such state borders. EZ5159 EZ5159 EZ5159.The horizontal coordinates were established by classical geodetic methods EZ5159.and adjusted by the National Geodetic Survey in July 1986. EZ5159 EZ5159.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5159 EZ5159.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5159 EZ5159.The geoid height was determined by GEOID03. EZ5159 EZ5159; North East Units Scale Factor Converg. EZ5159;SPC NC - 227,517.494 637,254.713 MT 0.99991836 +0 10 35.7 EZ5159;SPC NC - 746,446.98 2,090,726.50 sFT 0.99991836 +0 10 35.7 EZ5159;UTM 17 - 3,964,283.672 708,370.614 MT 1.00013505 +1 20 57.8 EZ5159 EZ5159! - Elev Factor x Scale Factor = Combined Factor EZ5159!SPC NC - 0.99998309 x 0.99991836 = 0.99990146 EZ5159!UTM 17 - 0.99998309 x 1.00013505 = 1.00011814 EZ5159 EZ5159 SUPERSEDED SURVEY CONTROL EZ5159 EZ5159 NAD 27 - 35 48 01.54269(N) 078 41 39.53005(W) AD( ) 2 EZ5159 NGVD 29 (07/19/86) 140.6 (m) 461. (f) VERT ANG EZ5159 EZ5159.Superseded values are not recommended for survey control. EZ5159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5159.See file dsdata.txt to determine how the superseded data were derived. EZ5159 EZ5159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0837164284(NAD 83) EZ5159_MARKER: DE = TRAVERSE STATION DISK EZ5159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5159_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5159_STAMPING: SCOTT 1965 EZ5159_MARK LOGO: NCGS EZ5159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5159+STABILITY: SURFACE MOTION EZ5159 EZ5159 HISTORY - Date Condition Report By EZ5159 HISTORY - 1965 MONUMENTED NCGS EZ5159 HISTORY - 1970 GOOD NCGS EZ5159 HISTORY - 1973 MARK NOT FOUND NCGS EZ5159 HISTORY - 20040521 MARK NOT FOUND USPSQD EZ5159 EZ5159 STATION DESCRIPTION EZ5159 EZ5159'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ5159'SCOTT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ5159'THE VICINTIY OF RALEIGH, NORTH CAROLINA. EZ5159' EZ5159'SCOTT IS 3.5 MILES WNW OF RALEIGH. LOCATED 0.4 MILES N ALONG EZ5159'U.S. 1 BYPASS FROM BRIDGE OVER OLD U.S. 1. 1.1 MILES S OF BRIDGE EZ5159'OVER LAKE BOONE TRAIL. W OF MEREDITY COLLEGE BARN. APPROXIMATELY EZ5159'70 FT W OF U.S. 1 BYPASS ON 10 FT BANK ALONG R/W FENCE. EZ5159' EZ5159'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5159'SCOTT 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5159'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ5159' EZ5159'MARK IS EZ5159' EZ5159'78.0 FT W OF C/L OF S BOUND LANE EZ5159' EZ5159'66.0 FT W OF YELLOW ARROW EZ5159' EZ5159'27.0 FT NE OF N BRACE POLE WHERE ROAD IS CLOSED EZ5159' EZ5159'32.0 FT NE OF CENTER BRACE POLE WHERE ROAD IS CLOSED EZ5159' EZ5159'55.0 FT S OF CENTER BRACE POLE IN FENCE EZ5159 EZ5159 STATION RECOVERY (1970) EZ5159 EZ5159'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ5159'SCOTT STATION MARK IS EZ5159' EZ5159'78.0 FT W OF C/L OF S BOUND LANE OF U.S. 1 BYPASS EZ5159' EZ5159'22.1 FT E OF TOP OF STEEL FENCE POST AT ANGLE OF FENCE WITH EZ5159'R/W MARKER EZ5159' EZ5159'22.9 FT E OF TOP OF CONCRETE R/W POST EZ5159' EZ5159'38.7 FT SE OF TOP OF 3RD FENCE POST N OF THE ANGLE IN FENCE LINE EZ5159' EZ5159'32.0 FT NE OF TOP OF FENCE POST AT CENTER OF TWO BRACE POSTS, EZ5159'40 FT N OF C/L OF OLD ABANDONED ROAD EZ5159' EZ5159'75.1 FT NNE OF TOP OF FENCE POST IN C/L OF OLD ABANDONED ROAD EZ5159 EZ5159 STATION RECOVERY (1973) EZ5159 EZ5159'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EZ5159'DESTROYED. TOP BROKEN OFF. EZ5159 EZ5159 STATION RECOVERY (2004) EZ5159 EZ5159'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ5159'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7492 *********************************************************************** AE7492 DESIGNATION - SCOUTS AE7492 PID - AE7492 AE7492 STATE/COUNTY- NC/WAKE AE7492 USGS QUAD - RALEIGH EAST (1993) AE7492 AE7492 *CURRENT SURVEY CONTROL AE7492 ___________________________________________________________________ AE7492* NAD 83(1986)- 35 49 28.84590(N) 078 36 26.13212(W) ADJUSTED AE7492* NAVD 88 - 91.269 (meters) 299.44 (feet) ADJUSTED AE7492 ___________________________________________________________________ AE7492 LAPLACE CORR- -7.56 (seconds) DEFLEC99 AE7492 GEOID HEIGHT- -32.94 (meters) GEOID03 AE7492 DYNAMIC HT - 91.191 (meters) 299.18 (feet) COMP AE7492 MODELED GRAV- 979,773.7 (mgal) NAVD 88 AE7492 AE7492 HORZ ORDER - SECOND AE7492 VERT ORDER - SECOND CLASS II AE7492 AE7492.The North Carolina HARNS have been completed but, AE7492.due to contractual restrictions, coordinates for these stations AE7492.will NOT be published in the near future. In the interim, the AE7492.published coordinates in North Carolina will not be AE7492.consistent with the Continuously Operating Reference Stations AE7492.(CORS). The HARN coordinates for these stations are available AE7492.upon request. Contact Gary Thompson(919-733-3836). AE7492. AE7492.In addition, the published North Carolina positions AE7492.(NAD 83 (1986)) are NOT consistent with those determined in AE7492.adjacent state readjustments. The discontinuity between stations AE7492.located in North Carolina and those in adjacent states AE7492.which have been adjusted to the HARN may be as much as 5 AE7492.decimeters. This will result in a significant loss of accuracy AE7492.over lines crossing such state borders. AE7492 AE7492 AE7492.The horizontal coordinates were established by classical geodetic methods AE7492.and adjusted by the National Geodetic Survey in February 1998. AE7492 AE7492.The orthometric height was determined by differential leveling AE7492.and adjusted by the National Geodetic Survey in September 1998. AE7492 AE7492.The Laplace correction was computed from DEFLEC99 derived deflections. AE7492 AE7492.The geoid height was determined by GEOID03. AE7492 AE7492.The dynamic height is computed by dividing the NAVD 88 AE7492.geopotential number by the normal gravity value computed on the AE7492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7492.degrees latitude (g = 980.6199 gals.). AE7492 AE7492.The modeled gravity was interpolated from observed gravity values. AE7492 AE7492; North East Units Scale Factor Converg. AE7492;SPC NC - 230,218.979 645,087.572 MT 0.99992248 +0 13 36.0 AE7492;SPC NC - 755,310.10 2,116,424.81 sFT 0.99992248 +0 13 36.0 AE7492;UTM 17 - 3,967,145.690 716,148.327 MT 1.00017574 +1 24 03.7 AE7492 AE7492! - Elev Factor x Scale Factor = Combined Factor AE7492!SPC NC - 0.99999085 x 0.99992248 = 0.99991333 AE7492!UTM 17 - 0.99999085 x 1.00017574 = 1.00016658 AE7492 AE7492 SUPERSEDED SURVEY CONTROL AE7492 AE7492 NGVD 29 (02/27/98) 91.55 (m) 300.4 (f) LEVELING 3 AE7492 AE7492.Superseded values are not recommended for survey control. AE7492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7492.See file dsdata.txt to determine how the superseded data were derived. AE7492 AE7492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1614867146(NAD 83) AE7492_MARKER: DH = HORIZONTAL CONTROL DISK AE7492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7492_STAMPING: SCOUTS 1987 AE7492_MARK LOGO: NCGS AE7492_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7492+STABILITY: SURFACE MOTION AE7492 AE7492 HISTORY - Date Condition Report By AE7492 HISTORY - 1987 MONUMENTED NCGS AE7492 HISTORY - 19870101 GOOD NCGS AE7492 AE7492 STATION DESCRIPTION AE7492 AE7492'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7492'STATION IS LOCATED ABOUT 5.6 KM (3.45 MI) NORTH-NORTHEAST OF CAPITAL AE7492'SQUARE IN RALEIGH. ALONG ATLANTIC AVENUE FOR 0.6 KM (0.35 MI) NORTH AE7492'FROM THE CLIFF BENSON BELTLINE OVERPASS, ON THE PROLONGATION OF THE AE7492'CENTER OF THE EXIT FROM THE BOY SCOUT CENTER, ON A BANK. MARK IS AE7492'RECESSED 1 CM BELOW GROUND AND IS 8 FEET (2.4 M) HIGHER THAN THE ROAD. AE7492'LOCATED 13.9 M (45.6 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE AE7492'NORTH BOUND LANE--AND 10.1 M (33.1 FT) NORTH OF AN 18-INCH OAK TREE, AE7492'15.8 M (51.8 FT) WEST OF A 24-INCH OAK, 20.7 M (67.9 FT) NORTHEAST OF AE7492'A 14-INCH OAK--ALL THREE WITH REFERENCE TAGS. AE7492 AE7492 STATION RECOVERY (1987) AE7492 AE7492'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7492'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5018 *********************************************************************** EZ5018 DESIGNATION - SCOVILL EZ5018 PID - EZ5018 EZ5018 STATE/COUNTY- NC/WAKE EZ5018 USGS QUAD - WAKE FOREST (1987) EZ5018 EZ5018 *CURRENT SURVEY CONTROL EZ5018 ___________________________________________________________________ EZ5018* NAD 83(1986)- 35 59 04.27462(N) 078 32 15.61893(W) ADJUSTED EZ5018* NAVD 88 - 120.2 (meters) 394. (feet) VERTCON EZ5018 ___________________________________________________________________ EZ5018 LAPLACE CORR- -7.03 (seconds) DEFLEC99 EZ5018 GEOID HEIGHT- -32.78 (meters) GEOID03 EZ5018 EZ5018 HORZ ORDER - SECOND EZ5018 EZ5018.The North Carolina HARNS have been completed but, EZ5018.due to contractual restrictions, coordinates for these stations EZ5018.will NOT be published in the near future. In the interim, the EZ5018.published coordinates in North Carolina will not be EZ5018.consistent with the Continuously Operating Reference Stations EZ5018.(CORS). The HARN coordinates for these stations are available EZ5018.upon request. Contact Gary Thompson(919-733-3836). EZ5018. EZ5018.In addition, the published North Carolina positions EZ5018.(NAD 83 (1986)) are NOT consistent with those determined in EZ5018.adjacent state readjustments. The discontinuity between stations EZ5018.located in North Carolina and those in adjacent states EZ5018.which have been adjusted to the HARN may be as much as 5 EZ5018.decimeters. This will result in a significant loss of accuracy EZ5018.over lines crossing such state borders. EZ5018 EZ5018 EZ5018.The horizontal coordinates were established by classical geodetic methods EZ5018.and adjusted by the National Geodetic Survey in July 1986. EZ5018 EZ5018.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5018 EZ5018.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5018 EZ5018.The geoid height was determined by GEOID03. EZ5018 EZ5018; North East Units Scale Factor Converg. EZ5018;SPC NC - 247,980.311 651,292.511 MT 0.99995425 +0 16 00.6 EZ5018;SPC NC - 813,582.07 2,136,782.18 sFT 0.99995425 +0 16 00.6 EZ5018;UTM 17 - 3,985,035.311 721,988.471 MT 1.00020725 +1 26 50.5 EZ5018 EZ5018! - Elev Factor x Scale Factor = Combined Factor EZ5018!SPC NC - 0.99998628 x 0.99995425 = 0.99994053 EZ5018!UTM 17 - 0.99998628 x 1.00020725 = 1.00019352 EZ5018 EZ5018: Primary Azimuth Mark Grid Az EZ5018:SPC NC - BEEJAY 158 20 01.2 EZ5018:UTM 17 - BEEJAY 157 09 11.3 EZ5018 EZ5018|---------------------------------------------------------------------| EZ5018| PID Reference Object Distance Geod. Az | EZ5018| dddmmss.s | EZ5018| EZ5031 BEEJAY APPROX. 0.6 KM 1583601.8 | EZ5018| EZ0820 BRIDGE APPROX. 0.6 KM 1943011.5 | EZ5018|---------------------------------------------------------------------| EZ5018 EZ5018 SUPERSEDED SURVEY CONTROL EZ5018 EZ5018 NAD 27 - 35 59 03.73255(N) 078 32 16.61589(W) AD( ) 2 EZ5018 NGVD 29 (07/19/86) 120.5 (m) 395. (f) VERT ANG EZ5018 EZ5018.Superseded values are not recommended for survey control. EZ5018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5018.See file dsdata.txt to determine how the superseded data were derived. EZ5018 EZ5018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2198885035(NAD 83) EZ5018_MARKER: DE = TRAVERSE STATION DISK EZ5018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5018_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5018_STAMPING: SCOVILL 1970 EZ5018_MARK LOGO: NCGS EZ5018_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ5018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5018+STABILITY: SURFACE MOTION EZ5018 EZ5018 HISTORY - Date Condition Report By EZ5018 HISTORY - 1970 MONUMENTED NCGS EZ5018 HISTORY - 1978 GOOD NCGS EZ5018 HISTORY - 19850101 GOOD NCGS EZ5018 EZ5018 STATION DESCRIPTION EZ5018 EZ5018'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ5018'SCOVILL IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ5018'VICINITY OF NORTHWEST WAKE COUNTY. EZ5018' EZ5018'SCOVILL IS LOCATED APPROXIMATELY 1.7 MILES WEST OF WAKE FOREST. TO EZ5018'REACH STATION PROCEED FROM THE INTERSECTION OF US 1 AND NC 98, GO EZ5018'NORTH ON US 1 FOR 0.4 MILE TO LANE LEADING TO NORTH END OF SCOVILL EZ5018'BUILDING, TURN LEFT ON LANE FOR APPROXIMATELY 50 FEET TO SR 1928, EZ5018'TURN LEFT ON SR 1928 AND GO 0.15 MILE TO STATION ON LEFT, EZ5018'APPROXIMATELY 35 FEET NORTH OF EXIT FROM SOUTH END OF SCOVILL EZ5018'BUILDING. EZ5018' EZ5018'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ5018'SCOVILL 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5018'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5018' EZ5018'MARK IS-- EZ5018'145.2 FEET WNW OF C/L OF US 1. EZ5018'20.0 FEET SE OF C/L OF SR 1928. EZ5018'46.3 FEET ESE OF TOP OF 20 INCH CONCRETE CULVERT. EZ5018'87.8 FEET E OF STEEL STOP SIGN. EZ5018'151.2 FEET NE OF FIRE HYDRANT. EZ5018'168.7 FEET SSW OF FLAG POLE. EZ5018 EZ5018 STATION RECOVERY (1978) EZ5018 EZ5018'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ5018'RECOVERED AS DESCRIBED. EZ5018 EZ5018 STATION RECOVERY (1985) EZ5018 EZ5018'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ5018'STATION IS LOCATED ABOUT 2.6 KM (1.60 MI) WEST OF WAKE FOREST. ABOUT EZ5018'0.6 KM (0.35 MI) NORTH OF THE US 1 OVERPASS OF NC 98, ON THE SOUTHEAST EZ5018'SIDE OF SR 1929 (WAKE UNION CHAPEL ROAD), NEAR THE SOUTH-MOST DRIVE TO EZ5018'THE MAIN SCHRADER-BELLOW-PARKER PLANT. LOCATED ABOUT 500 FEET (152.4 EZ5018'M) NORTH OF AN ABC PACKAGE STORE, 6.1 M (20.0 FT) SOUTHEAST OF THE EZ5018'CENTERLINE OF ROAD, 14.1 M (46.3 FT) EAST-SOUTHEAST OF A CONCRETE EZ5018'CULVERT, 46.1 M (151.2 FT) NORTHEAST OF A FIRE HYDRANT, AND 51.4 M EZ5018'(168.6 FT) SOUTH-SOUTHWEST OF A FLAG POLE. MARK IS ABOUT LEVEL WITH EZ5018'ROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3274 *********************************************************************** EZ3274 DESIGNATION - SCRAP EZ3274 PID - EZ3274 EZ3274 STATE/COUNTY- NC/WAKE EZ3274 USGS QUAD - RALEIGH WEST (1988) EZ3274 EZ3274 *CURRENT SURVEY CONTROL EZ3274 ___________________________________________________________________ EZ3274* NAD 83(1986)- 35 45 09.59559(N) 078 37 55.89104(W) ADJUSTED EZ3274* NAVD 88 - 87.000 (meters) 285.43 (feet) ADJUSTED EZ3274 ___________________________________________________________________ EZ3274 LAPLACE CORR- -7.55 (seconds) DEFLEC99 EZ3274 GEOID HEIGHT- -33.01 (meters) GEOID03 EZ3274 DYNAMIC HT - 86.924 (meters) 285.18 (feet) COMP EZ3274 MODELED GRAV- 979,761.0 (mgal) NAVD 88 EZ3274 EZ3274 HORZ ORDER - SECOND EZ3274 VERT ORDER - FIRST CLASS II EZ3274 EZ3274.The North Carolina HARNS have been completed but, EZ3274.due to contractual restrictions, coordinates for these stations EZ3274.will NOT be published in the near future. In the interim, the EZ3274.published coordinates in North Carolina will not be EZ3274.consistent with the Continuously Operating Reference Stations EZ3274.(CORS). The HARN coordinates for these stations are available EZ3274.upon request. Contact Gary Thompson(919-733-3836). EZ3274. EZ3274.In addition, the published North Carolina positions EZ3274.(NAD 83 (1986)) are NOT consistent with those determined in EZ3274.adjacent state readjustments. The discontinuity between stations EZ3274.located in North Carolina and those in adjacent states EZ3274.which have been adjusted to the HARN may be as much as 5 EZ3274.decimeters. This will result in a significant loss of accuracy EZ3274.over lines crossing such state borders. EZ3274 EZ3274 EZ3274.The horizontal coordinates were established by classical geodetic methods EZ3274.and adjusted by the National Geodetic Survey in December 1992. EZ3274 EZ3274.The orthometric height was determined by differential leveling EZ3274.and adjusted by the National Geodetic Survey in June 1991. EZ3274 EZ3274.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3274 EZ3274.The geoid height was determined by GEOID03. EZ3274 EZ3274.The dynamic height is computed by dividing the NAVD 88 EZ3274.geopotential number by the normal gravity value computed on the EZ3274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ3274.degrees latitude (g = 980.6199 gals.). EZ3274 EZ3274.The modeled gravity was interpolated from observed gravity values. EZ3274 EZ3274; North East Units Scale Factor Converg. EZ3274;SPC NC - 222,220.754 642,864.347 MT 0.99991071 +0 12 44.2 EZ3274;SPC NC - 729,069.26 2,109,130.78 sFT 0.99991071 +0 12 44.2 EZ3274;UTM 17 - 3,959,101.587 714,088.783 MT 1.00016482 +1 23 02.4 EZ3274 EZ3274! - Elev Factor x Scale Factor = Combined Factor EZ3274!SPC NC - 0.99999153 x 0.99991071 = 0.99990224 EZ3274!UTM 17 - 0.99999153 x 1.00016482 = 1.00015634 EZ3274 EZ3274: Primary Azimuth Mark Grid Az EZ3274:SPC NC - RALEIGH RADIO STA WPJL TOWER 026 54 12.4 EZ3274:UTM 17 - RALEIGH RADIO STA WPJL TOWER 025 43 54.2 EZ3274 EZ3274|---------------------------------------------------------------------| EZ3274| PID Reference Object Distance Geod. Az | EZ3274| dddmmss.s | EZ3274| EZ6599 RALEIGH RADIO STA WPJL TOWER APPROX. 2.6 KM 0270656.6 | EZ3274| EZ5843 GARNER TV STA WRAL NEW TOWER APPROX.12.2 KM 1335724.6 | EZ3274| EZ5844 GARNER TV STA WTVD NEW TOWER APPROX.13.0 KM 1360528.2 | EZ3274| EZ5151 RALEIGH RADIO STA WLLE MAST APPROX. 2.4 KM 2904659.2 | EZ3274| EZ5155 RALEIGH TV STATION WUNC MAST APPROX. 5.9 KM 3061708.5 | EZ3274| EZ5156 RALEIGH TV WRAL RELAY TOWER APPROX. 4.9 KM 3074745.3 | EZ3274| EZ6598 RALEIGH NCSU RADIO STA TWR APPROX. 5.2 KM 3183036.3 | EZ3274| CS7390 UNIDENTIFIED MAST 3220200.2 | EZ3274|---------------------------------------------------------------------| EZ3274 EZ3274 SUPERSEDED SURVEY CONTROL EZ3274 EZ3274 NGVD 29 (12/28/92) 87.27 (m) 286.3 (f) LEVELING 3 EZ3274 EZ3274.Superseded values are not recommended for survey control. EZ3274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3274.See file dsdata.txt to determine how the superseded data were derived. EZ3274 EZ3274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1408959102(NAD 83) EZ3274_MARKER: DE = TRAVERSE STATION DISK EZ3274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3274_SP_SET: CONCRETE POST EZ3274_STAMPING: SCRAP 1984 EZ3274_MARK LOGO: NCGS EZ3274_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ3274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3274+STABILITY: SURFACE MOTION EZ3274 EZ3274 HISTORY - Date Condition Report By EZ3274 HISTORY - 1984 MONUMENTED NCGS EZ3274 HISTORY - 1984 GOOD NCGS EZ3274 EZ3274 STATION DESCRIPTION EZ3274 EZ3274'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ3274'THE STATION IS LOCATED ABOUT 2.9 KM (1.8 MI) SOUTH OF THE CAPITOL EZ3274'SQUARE IN RALEIGH. EZ3274' EZ3274'ALONG I 40, BETWEEN HAMMOND ROAD AND GARNER ROAD, ABOUT 200 FT EZ3274'WEST OF THE WEST END OF THE GARNER ROAD BRIDGE AND ON THE SOUTH SIDE EZ3274'OF THE I 40 ACCESS FROM HAMMOND ROAD. EZ3274' EZ3274'THE STATION IS A STANDARD NCGS DISK STAMPED---SCRAP 1984---, EZ3274'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ3274'25 CM IN DIAMETER RECESSED 10 CM BELOW GROUND. LOCATED EZ3274'2.4 METERS (8.0 FT) SOUTH-SOUTHWEST OF THE EDGE OF THE PAVEMENT OF EZ3274'THE ACCESS RAMP, EZ3274'62.3 METERS (204.5 FT) WEST OF THE WEST END OF THE SOUTH RAIL OF THE EZ3274'BRIDGE, EZ3274'1.2 METERS (3.9 FT) NORTH-NORTHEAST OF THE GUARD RAIL, EZ3274'7.0 METERS (23.0 FT) EAST OF A REFLECTOR POST, AND EZ3274'21.7 METERS (71.1 FT) WEST-NORTHWEST OF A REFLECTOR POST. EZ3274' EZ3274'MARK IS LEVEL WITH THE PAVEMENT. EZ3274 EZ3274 STATION RECOVERY (1984) EZ3274 EZ3274'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ3274'2.9 KM (1.8 MI) SOUTH FROM RALEIGH. EZ3274'THE STATION IS LOCATED ABOUT 2.9 KM (1.8 MI) SOUTH OF THE CAPITOL EZ3274'SQUARE IN RALEIGH. ALONG I 40, BETWEEN HAMMOND ROAD AND GARNER ROAD, EZ3274'ABOUT 200 FT WEST OF THE WEST END OF THE GARNER ROAD BRIDGE AND ON EZ3274'THE SOUTH SIDE OF THE I 40 ACCESS FROM HAMMOND ROAD. THE STATION IS EZ3274'A STANDARD NCGS DISK STAMPED---SCRAP 1984---, SET INTO THE TOP OF A EZ3274'ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 10 CM BELOW EZ3274'GROUND. LOCATED 2.4 METERS (8.0 FT) SOUTH-SOUTHWEST OF THE EDGE OF EZ3274'THE PAVEMENT OF THE ACCESS RAMP, 62.3 METERS (204.5 FT) WEST OF THE EZ3274'WEST END OF THE SOUTH RAIL OF THE BRIDGE, 1.2 METERS (3.9 FT) EZ3274'NORTH-NORTHEAST OF THE GUARD RAIL, 7.0 METERS (23.0 FT) EAST OF A EZ3274'REFLECTOR POST, AND 21.7 METERS (71.1 FT) WEST-NORTHWEST OF A EZ3274'REFLECTOR POST. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0933 *********************************************************************** EZ0933 DESIGNATION - SCRUB EZ0933 PID - EZ0933 EZ0933 STATE/COUNTY- NC/WAKE EZ0933 USGS QUAD - CARY (1993) EZ0933 EZ0933 *CURRENT SURVEY CONTROL EZ0933 ___________________________________________________________________ EZ0933* NAD 83(1986)- 35 50 20.44575(N) 078 48 39.67725(W) ADJUSTED EZ0933* NAVD 88 - 96.629 (meters) 317.02 (feet) ADJUSTED EZ0933 ___________________________________________________________________ EZ0933 LAPLACE CORR- -6.01 (seconds) DEFLEC99 EZ0933 GEOID HEIGHT- -32.06 (meters) GEOID03 EZ0933 DYNAMIC HT - 96.548 (meters) 316.76 (feet) COMP EZ0933 MODELED GRAV- 979,794.0 (mgal) NAVD 88 EZ0933 EZ0933 HORZ ORDER - SECOND EZ0933 VERT ORDER - SECOND CLASS 0 EZ0933 EZ0933.The North Carolina HARNS have been completed but, EZ0933.due to contractual restrictions, coordinates for these stations EZ0933.will NOT be published in the near future. In the interim, the EZ0933.published coordinates in North Carolina will not be EZ0933.consistent with the Continuously Operating Reference Stations EZ0933.(CORS). The HARN coordinates for these stations are available EZ0933.upon request. Contact Gary Thompson(919-733-3836). EZ0933. EZ0933.In addition, the published North Carolina positions EZ0933.(NAD 83 (1986)) are NOT consistent with those determined in EZ0933.adjacent state readjustments. The discontinuity between stations EZ0933.located in North Carolina and those in adjacent states EZ0933.which have been adjusted to the HARN may be as much as 5 EZ0933.decimeters. This will result in a significant loss of accuracy EZ0933.over lines crossing such state borders. EZ0933 EZ0933 EZ0933.The horizontal coordinates were established by classical geodetic methods EZ0933.and adjusted by the National Geodetic Survey in July 1986. EZ0933 EZ0933.The orthometric height was determined by differential leveling EZ0933.and adjusted by the National Geodetic Survey in June 1991. EZ0933 EZ0933.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0933 EZ0933.The geoid height was determined by GEOID03. EZ0933 EZ0933.The dynamic height is computed by dividing the NAVD 88 EZ0933.geopotential number by the normal gravity value computed on the EZ0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0933.degrees latitude (g = 980.6199 gals.). EZ0933 EZ0933.The modeled gravity was interpolated from observed gravity values. EZ0933 EZ0933; North East Units Scale Factor Converg. EZ0933;SPC NC - 231,755.274 626,673.495 MT 0.99992501 +0 06 32.7 EZ0933;SPC NC - 760,350.43 2,056,011.29 sFT 0.99992501 +0 06 32.7 EZ0933;UTM 17 - 3,968,304.718 697,702.877 MT 1.00008166 +1 16 55.5 EZ0933 EZ0933! - Elev Factor x Scale Factor = Combined Factor EZ0933!SPC NC - 0.99998987 x 0.99992501 = 0.99991488 EZ0933!UTM 17 - 0.99998987 x 1.00008166 = 1.00007152 EZ0933 EZ0933: Primary Azimuth Mark Grid Az EZ0933:SPC NC - STIRRUP 054 48 11.2 EZ0933:UTM 17 - STIRRUP 053 37 48.4 EZ0933 EZ0933|---------------------------------------------------------------------| EZ0933| PID Reference Object Distance Geod. Az | EZ0933| dddmmss.s | EZ0933| EZ0934 STIRRUP APPROX. 1.0 KM 0545443.9 | EZ0933| EZ0932 BRACE 335.994 METERS 20530 | EZ0933|---------------------------------------------------------------------| EZ0933 EZ0933 SUPERSEDED SURVEY CONTROL EZ0933 EZ0933 NAD 27 - 35 50 19.91971(N) 078 48 40.65700(W) AD( ) 2 EZ0933 NGVD 29 (??/??/92) 96.88 (m) 317.8 (f) COMPUTED 2 0 EZ0933 EZ0933.Superseded values are not recommended for survey control. EZ0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0933.See file dsdata.txt to determine how the superseded data were derived. EZ0933 EZ0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9770368305(NAD 83) EZ0933_MARKER: DE = TRAVERSE STATION DISK EZ0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0933_STAMPING: SCRUB 1967 EZ0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0933+STABILITY: SURFACE MOTION EZ0933 EZ0933 HISTORY - Date Condition Report By EZ0933 HISTORY - 1967 MONUMENTED NCGS EZ0933 HISTORY - 1973 GOOD NCGS EZ0933 HISTORY - 1982 GOOD NC-183 EZ0933 HISTORY - 1985 GOOD USPSQD EZ0933 HISTORY - 19910424 MARK NOT FOUND USPSQD EZ0933 EZ0933 STATION DESCRIPTION EZ0933 EZ0933'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ0933'SCRUB IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ0933'IN THE VICINITY OF MORRISVILLE, NORTH CAROLINA. EZ0933' EZ0933'SCRUB IS LOCATED APPROXIMATELY 1.5 MILES ENE OF MORRISVILLE EZ0933'AND 2.7 MILES SW OF RALEIGH-DURHAM AIRPORT. TO REACH STATION EZ0933'PROCEED FROM THE INTERSECTION OF SR 1002 E WITH NC 54 IN EZ0933'MORRISVILLE. GO EASTERLY ON SR 1002 FOR 1.45 MILES TO EZ0933'STATION. STATION IS ON TOP OF A 10 FOOT CUT ON NORTHWEST SIDE OF EZ0933'SR 1002, AND 0.45 MILES SOUTHWEST OF BRIDGE OVER STIRRUP CREEK. EZ0933' EZ0933'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0933'SCRUB 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ0933'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0933' EZ0933'MARK IS EZ0933' EZ0933'42.7 FT NW OF C/L OF SR 1002 EZ0933' EZ0933'12.0 FT S OF 7 INCH PINE TREE WITH ALUMINUM REF. TAG EZ0933' EZ0933'15.1 FT ESE OF 5 INCH PINE TREE WITH ALUMINUM REF. TAG EZ0933' EZ0933'15.9 FT E OF 4 INCH PINE TREE WITH ALUMINUM REF. TAG EZ0933' EZ0933'4.5 FT W OF E EDGE OF CUT EZ0933 EZ0933 STATION RECOVERY (1973) EZ0933 EZ0933'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0933'1.3 MI NE FROM MORRISVILLE. EZ0933'SCRUB IS LOCATED APPROXIMATELY 10.6 MILES WNW OF CAPITOL SQUARE EZ0933'IN RALEIGH. TO REACH STATION FROM THE INTERSECTION OF NC 54 EZ0933'AND SR 1002 IN MORRISVILLE, PROCEED EASTERLY ALONG SR 1002 FOR EZ0933'01.40 MILES TO STATION ON THE LEFT ON TOP OF BANK, 0.50 MILES SW EZ0933'OF STIRRUP CREEK, 01.10 MILES SW OF I40, 42.7 FT NW OF C/L OF EZ0933'SR 1002, 11.0 FT N OF LIGHTWOOD STUMP WITH ALUMINUM REF. TAG, EZ0933'11.7 FT S OF 10 IN PINE WITH ALUMINUM REF. TAG, 14.8 FT SE OF EZ0933'6 IN PINE WITH ALUMINUM REF. TAG, AND 15.2 FT ESE OF 6 IN PINE EZ0933'WITH ALUMINUM REF. TAG. DISK IS SET IN CYLINDER FLUSH WITH THE EZ0933'SURFACE OF THE GROUND. EZ0933 EZ0933 STATION RECOVERY (1982) EZ0933 EZ0933'RECOVERY NOTE BY WAKE COUNTY NORTH CAROLINA 1982 (DHC) EZ0933'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ0933 EZ0933 STATION RECOVERY (1985) EZ0933 EZ0933'RECOVERY NOTE BY US POWER SQUADRON 1985 (PC) EZ0933'SCRUB FOUND GOOD. EZ0933' EZ0933'NO. 1 115 DEG 15 MIN 9 SEC FM, NO. 2 125 DEG 14 MIN 7 SEC FM, NO. 3 EZ0933'167 DEG 11 MIN 4 SEC FM NCGS TRIANGLES. EZ0933' EZ0933'NO. 2 DAMAGED IN PINE TREE 325 DEG 43 MIN FM C/L SR 3015 1.5 MI N OF EZ0933'NC 54. EZ0933 EZ0933 STATION RECOVERY (1991) EZ0933 EZ0933'RECOVERY NOTE BY US POWER SQUADRON 1991 (GS) EZ0933'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1148 *********************************************************************** EZ1148 DESIGNATION - SEA EZ1148 PID - EZ1148 EZ1148 STATE/COUNTY- NC/WAKE EZ1148 USGS QUAD - APEX (1993) EZ1148 EZ1148 *CURRENT SURVEY CONTROL EZ1148 ___________________________________________________________________ EZ1148* NAD 83(1986)- 35 44 57.03365(N) 078 50 27.71104(W) ADJUSTED EZ1148* NAVD 88 - 142.820 (meters) 468.57 (feet) ADJUSTED EZ1148 ___________________________________________________________________ EZ1148 LAPLACE CORR- -5.08 (seconds) DEFLEC99 EZ1148 GEOID HEIGHT- -32.18 (meters) GEOID03 EZ1148 DYNAMIC HT - 142.696 (meters) 468.16 (feet) COMP EZ1148 MODELED GRAV- 979,767.1 (mgal) NAVD 88 EZ1148 EZ1148 HORZ ORDER - SECOND EZ1148 VERT ORDER - SECOND CLASS II EZ1148 EZ1148.The North Carolina HARNS have been completed but, EZ1148.due to contractual restrictions, coordinates for these stations EZ1148.will NOT be published in the near future. In the interim, the EZ1148.published coordinates in North Carolina will not be EZ1148.consistent with the Continuously Operating Reference Stations EZ1148.(CORS). The HARN coordinates for these stations are available EZ1148.upon request. Contact Gary Thompson(919-733-3836). EZ1148. EZ1148.In addition, the published North Carolina positions EZ1148.(NAD 83 (1986)) are NOT consistent with those determined in EZ1148.adjacent state readjustments. The discontinuity between stations EZ1148.located in North Carolina and those in adjacent states EZ1148.which have been adjusted to the HARN may be as much as 5 EZ1148.decimeters. This will result in a significant loss of accuracy EZ1148.over lines crossing such state borders. EZ1148 EZ1148 EZ1148.The horizontal coordinates were established by classical geodetic methods EZ1148.and adjusted by the National Geodetic Survey in July 1986. EZ1148 EZ1148.The orthometric height was determined by differential leveling EZ1148.and adjusted by the National Geodetic Survey in June 1991. EZ1148 EZ1148.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1148 EZ1148.The geoid height was determined by GEOID03. EZ1148 EZ1148.The dynamic height is computed by dividing the NAVD 88 EZ1148.geopotential number by the normal gravity value computed on the EZ1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1148.degrees latitude (g = 980.6199 gals.). EZ1148 EZ1148.The modeled gravity was interpolated from observed gravity values. EZ1148 EZ1148; North East Units Scale Factor Converg. EZ1148;SPC NC - 221,783.511 623,978.418 MT 0.99991018 +0 05 30.3 EZ1148;SPC NC - 727,634.74 2,047,169.19 sFT 0.99991018 +0 05 30.3 EZ1148;UTM 17 - 3,958,278.353 695,211.843 MT 1.00006960 +1 15 42.3 EZ1148 EZ1148! - Elev Factor x Scale Factor = Combined Factor EZ1148!SPC NC - 0.99998264 x 0.99991018 = 0.99989282 EZ1148!UTM 17 - 0.99998264 x 1.00006960 = 1.00005223 EZ1148 EZ1148: Primary Azimuth Mark Grid Az EZ1148:SPC NC - STELLA 108 25 16.8 EZ1148:UTM 17 - STELLA 107 15 04.8 EZ1148 EZ1148|---------------------------------------------------------------------| EZ1148| PID Reference Object Distance Geod. Az | EZ1148| dddmmss.s | EZ1148| EZ5325 STELLA APPROX. 1.0 KM 1083047.1 | EZ1148|---------------------------------------------------------------------| EZ1148 EZ1148 SUPERSEDED SURVEY CONTROL EZ1148 EZ1148 NAD 27 - 35 44 56.49045(N) 078 50 28.68671(W) AD( ) 2 EZ1148 NGVD 29 (??/??/92) 143.074 (m) 469.40 (f) ADJ UNCH 2 2 EZ1148 EZ1148.Superseded values are not recommended for survey control. EZ1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1148.See file dsdata.txt to determine how the superseded data were derived. EZ1148 EZ1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9521258278(NAD 83) EZ1148_MARKER: DH = HORIZONTAL CONTROL DISK EZ1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1148_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1148_STAMPING: SEA 1967 EZ1148_MARK LOGO: NCGS EZ1148_PROJECTION: FLUSH EZ1148_MAGNETIC: N = NO MAGNETIC MATERIAL EZ1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1148+STABILITY: SURFACE MOTION EZ1148_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ1148+SATELLITE: SATELLITE OBSERVATIONS - August 15, 1995 EZ1148 EZ1148 HISTORY - Date Condition Report By EZ1148 HISTORY - 1967 MONUMENTED NCGS EZ1148 HISTORY - 1975 GOOD NCGS EZ1148 HISTORY - 19950815 GOOD NCGS EZ1148 HISTORY - 19950815 GOOD NCGS EZ1148 HISTORY - 19950815 GOOD NCGS EZ1148 EZ1148 STATION DESCRIPTION EZ1148 EZ1148'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1148'SEA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1148'IN THE VICINITY OF APEX, NORTH CAROLINA. EZ1148' EZ1148'SEA IS LOCATED APPROXIMATELY 1.6 MILES NNE OF THE CENTER OF EZ1148'APEX. TO REACH STATION PROCEED FROM THE INTERSECTION OF NC 55 EZ1148'AND U.S. 64 NORTHWEST OF APEX, GO EAST ON U.S. 64 FOR 1.85 EZ1148'MILES TO STATION. WHICH IS ON THE NORTH BANK OF U.S. 64 W EZ1148'BOUND LANE, ON TOP OF A 30 FOOT CUT ABOUT 0.1 MILE WEST OF EZ1148'SEABOARD RR BRIDGE OVER U.S. 64, AND SET NEXT TO HIGHWAY R/W EZ1148'MARKER. EZ1148' EZ1148'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1148'SEA 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1148'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ1148' EZ1148'MARK IS EZ1148' EZ1148'2.5 FT W OF HIGHWAY R/W MARKER EZ1148' EZ1148'39.3 FT SE OF 2X2 POST WITH PROTECTIVE INSURANCE AGENCY, EZ1148'INC. SIGN EZ1148' EZ1148'20.7 FT N OF S EDGE OF CUT EZ1148' EZ1148'7.1 FT N OF C/L OF SOIL FARM ROAD EZ1148 EZ1148 STATION RECOVERY (1975) EZ1148 EZ1148'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EZ1148'1.6 MI NNE FROM APEX. EZ1148'SEA IS LOCATED APPROXIMATELY 11.8 MILES WEST OF STATE CAPITOL EZ1148'BUILDING IN RALEIGH. TO REACH STATION FROM THE U.S. 64 UNDERPASS EZ1148'OF NC 55 NW OF APEX, PROCEED EAST ALONG U.S. 64 FOR 1.85 MILES TO EZ1148'STATION ON LEFT ON TOP OF A 30 FOOT CUT BANK, 0.1 MILE WEST OF THE EZ1148'SEABOARD COAST LINE RR BRIDGE OVER U.S. 64, 20.7 FT NORTH OF EZ1148'EDGE OF BANK, 2.5 FT WEST OF A HIGHWAY R/W MARKER, AND 7.1 FT NORTH EZ1148'OF C/L OF A FIELD ROAD. DISK IS SET IN TOP OF CONCRETE CYLINDER 1 EZ1148'INCH BELOW THE GROUND. EZ1148 EZ1148 STATION RECOVERY (1995) EZ1148 EZ1148'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG) EZ1148'STATION IS LOCATED ABOUT 1.6 MI (2.6 KM) NORTH-NORTHEAST OF THE CENTER EZ1148'OF APEX. ALONG US 64 FOR 1.85 MI (2.98 KM) EAST OF NC 55, ON THE NORTH EZ1148'BANK OF US 64 WEST BOUND LANE, ON TOP OF A 30 FOOT (9.1 M) CUT, OR 0.1 EZ1148'MI (0.2 KM) WEST OF SEABOARD RR BRIDGE OVER US 64. MARK IS ABOUT EZ1148'3-INCHES BELOW GROUND. LOCATED 1.7 FT (0.5 M) WEST OF A RIGHT OF WAY EZ1148'MARKER WHOSE TOP IS BROKEN OFF, 0.5 FT (15.2 CM) NORTH OF A RIGHT OF EZ1148'WAY FENCE, 20.7 FT (6.3 M) NORTH OF SOUTH EDGE OF CUT, 1.5 FT (0.5 M) EZ1148'EAST OF WITNESS POST, AND 65.1 FT (19.8 M) (SLOPE) OF A 65.1 FT (19.8 EZ1148'M) NORTH-NORTHEAST OF A 14-INCH PINE WITH A REFERENCE TAG FACING US EZ1148'64. EZ1148 EZ1148 STATION RECOVERY (1995) EZ1148 EZ1148'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG) EZ1148'STATION IS LOCATED ABOUT 1.6 MI (2.6 KM) NORTH-NORTHEAST OF THE CENTER EZ1148'OF APEX. EZ1148'ALONG US 64 FOR 1.85 MI (2.98 KM) EAST OF NC 55, ON THE NORTH BANK OF EZ1148'US 64 WEST BOUND LANE, ON TOP OF A 30 FOOT (9.1 M) CUT, OR 0.1 MI (0.2 EZ1148'KM) WEST OF SEABOARD RR BRIDGE OVER US 64. EZ1148'MARK IS ABOUT 3-INCHES BELOW GROUND. LOCATED 1.7 FT (0.5 M) WEST OF A EZ1148'RIGHT OF WAY MARKER WHOSE TOP IS BROKEN OFF, 0.5 FT (15.2 CM) NORTH OF EZ1148'A RIGHT OF WAY FENCE, 20.7 FT (6.3 M) NORTH OF SOUTH EDGE OF CUT, 1.5 EZ1148'FT (0.5 M) EAST OF WITNESS POST, AND 65.1 FT (19.8 M) (SLOPE) OF A EZ1148'65.1 FT (19.8 M) NORTH-NORTHEAST OF A 14-INCH PINE WITH A REFERENCE EZ1148'TAG FACING US 64. EZ1148 EZ1148 STATION RECOVERY (1995) EZ1148 EZ1148'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1995 (JGG) EZ1148'STATION IS LOCATED ABOUT 1.6 MI (2.6 KM) NORTH-NORTHEAST OF THE CENTER EZ1148'OF APEX. ALONG US 64 FOR 1.85 MI (2.98 KM) EAST OF NC 55, ON THE NORTH EZ1148'BANK OF US 64 WEST BOUND LANE, ON TOP OF A 30 FOOT (9.1 M) CUT, OR 0.1 EZ1148'MI (0.2 KM) WEST OF SEABOARD RR BRIDGE OVER US 64. MARK IS ABOUT EZ1148'3-INCHES BELOW GROUND. LOCATED 1.7 FT (0.5 M) WEST OF A RIGHT OF WAY EZ1148'MARKER WHOSE TOP IS BROKEN OFF, 0.5 FT (15.2 CM) NORTH OF A RIGHT OF EZ1148'WAY FENCE, 20.7 FT (6.3 M) NORTH OF SOUTH EDGE OF CUT, 1.5 FT (0.5 M) EZ1148'EAST OF WITNESS POST, AND 65.1 FT (19.8 M) (SLOPE) OF A 65.1 FT (19.8 EZ1148'M) NORTH-NORTHEAST OF A 14-INCH PINE WITH A REFERENCE TAG FACING US EZ1148'64. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6609 *********************************************************************** EZ6609 DESIGNATION - SEABOARD EZ6609 PID - EZ6609 EZ6609 STATE/COUNTY- NC/WAKE EZ6609 USGS QUAD - WAKE FOREST (1987) EZ6609 EZ6609 *CURRENT SURVEY CONTROL EZ6609 ___________________________________________________________________ EZ6609* NAD 83(1986)- 35 55 30.68095(N) 078 32 34.42671(W) ADJUSTED EZ6609* NAVD 88 - 93.7 (meters) 307. (feet) VERTCON EZ6609 ___________________________________________________________________ EZ6609 LAPLACE CORR- -7.44 (seconds) DEFLEC99 EZ6609 GEOID HEIGHT- -32.95 (meters) GEOID03 EZ6609 EZ6609 HORZ ORDER - SECOND EZ6609 EZ6609.The North Carolina HARNS have been completed but, EZ6609.due to contractual restrictions, coordinates for these stations EZ6609.will NOT be published in the near future. In the interim, the EZ6609.published coordinates in North Carolina will not be EZ6609.consistent with the Continuously Operating Reference Stations EZ6609.(CORS). The HARN coordinates for these stations are available EZ6609.upon request. Contact Gary Thompson(919-733-3836). EZ6609. EZ6609.In addition, the published North Carolina positions EZ6609.(NAD 83 (1986)) are NOT consistent with those determined in EZ6609.adjacent state readjustments. The discontinuity between stations EZ6609.located in North Carolina and those in adjacent states EZ6609.which have been adjusted to the HARN may be as much as 5 EZ6609.decimeters. This will result in a significant loss of accuracy EZ6609.over lines crossing such state borders. EZ6609 EZ6609 EZ6609.The horizontal coordinates were established by classical geodetic methods EZ6609.and adjusted by the National Geodetic Survey in December 1992. EZ6609 EZ6609.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6609 EZ6609.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6609 EZ6609.The geoid height was determined by GEOID03. EZ6609 EZ6609; North East Units Scale Factor Converg. EZ6609;SPC NC - 241,395.220 650,851.708 MT 0.99994155 +0 15 49.8 EZ6609;SPC NC - 791,977.48 2,135,335.98 sFT 0.99994155 +0 15 49.8 EZ6609;UTM 17 - 3,978,440.836 721,683.231 MT 1.00020559 +1 26 32.1 EZ6609 EZ6609! - Elev Factor x Scale Factor = Combined Factor EZ6609!SPC NC - 0.99999047 x 0.99994155 = 0.99993202 EZ6609!UTM 17 - 0.99999047 x 1.00020559 = 1.00019605 EZ6609 EZ6609 SUPERSEDED SURVEY CONTROL EZ6609 EZ6609 NGVD 29 (12/28/92) 94.0 (m) 308. (f) VERT ANG EZ6609 EZ6609.Superseded values are not recommended for survey control. EZ6609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6609.See file dsdata.txt to determine how the superseded data were derived. EZ6609 EZ6609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2168378441(NAD 83) EZ6609_MARKER: DH = HORIZONTAL CONTROL DISK EZ6609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6609_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6609_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6609+STABILITY: SURFACE MOTION EZ6609 EZ6609 HISTORY - Date Condition Report By EZ6609 HISTORY - 1984 MONUMENTED NCGS EZ6609 EZ6609 STATION DESCRIPTION EZ6609 EZ6609'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6609'STATION IS LOCATED ABOUT 6.7 KM (4.2 MI) SOUTH-SOUTHWEST OF WAKE EZ6609'FOREST AND 18.3 KM (11.4 MI) NORTH-NORTHEAST OF RALEIGH. EZ6609' EZ6609'ALONG US 1, 2.3 KM (1.45 MI) SOUTH OF US 1 - US 1A INTERSECTION EZ6609'(SOUTHWEST OF WAKE FOREST), IN THE MEDIAN ON THE SOUTHEAST SIDE OF EZ6609'RAILROAD TRACKS AND NEAR SOUTHWEST CORNER OF NORTHBOUND LANES OF US EZ6609'1. EZ6609' EZ6609'THE STATION IS STANDARD NCGS DISK STAMPED---SEABOARD 1984---, SET EZ6609'INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH EZ6609'WITH THE GROUND. LOCATED EZ6609'7.0 METERS (23.0 FT) WEST OF CENTERLINE OF NORTHBOUND LANES, EZ6609'1.4 METERS (4.6 FT) WEST OF GUARD RAIL, EZ6609'2.6 METERS (24.9 FT) SOUTH OF THE SOUTHWEST CORNER OF NORTHBOUND EZ6609'BRIDGE LANES AND EZ6609'34.8 METERS (114.2 FT) NORTHEAST OF SOUTHEAST CORNER OF SOUTHBOUND EZ6609'BRIDGE LANES. EZ6609' EZ6609'MARK IS LEVEL WITH HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6683 *********************************************************************** EZ6683 DESIGNATION - SEARS EZ6683 PID - EZ6683 EZ6683 STATE/COUNTY- NC/WAKE EZ6683 USGS QUAD - FUQUAY-VARINA (1993) EZ6683 EZ6683 *CURRENT SURVEY CONTROL EZ6683 ___________________________________________________________________ EZ6683* NAD 83(1986)- 35 34 58.13104(N) 078 47 58.85798(W) ADJUSTED EZ6683* NAVD 88 - 116.7 (meters) 383. (feet) VERTCON EZ6683 ___________________________________________________________________ EZ6683 LAPLACE CORR- -4.74 (seconds) DEFLEC99 EZ6683 GEOID HEIGHT- -32.70 (meters) GEOID03 EZ6683 EZ6683 HORZ ORDER - SECOND EZ6683 EZ6683.The North Carolina HARNS have been completed but, EZ6683.due to contractual restrictions, coordinates for these stations EZ6683.will NOT be published in the near future. In the interim, the EZ6683.published coordinates in North Carolina will not be EZ6683.consistent with the Continuously Operating Reference Stations EZ6683.(CORS). The HARN coordinates for these stations are available EZ6683.upon request. Contact Gary Thompson(919-733-3836). EZ6683. EZ6683.In addition, the published North Carolina positions EZ6683.(NAD 83 (1986)) are NOT consistent with those determined in EZ6683.adjacent state readjustments. The discontinuity between stations EZ6683.located in North Carolina and those in adjacent states EZ6683.which have been adjusted to the HARN may be as much as 5 EZ6683.decimeters. This will result in a significant loss of accuracy EZ6683.over lines crossing such state borders. EZ6683 EZ6683 EZ6683.The horizontal coordinates were established by classical geodetic methods EZ6683.and adjusted by the National Geodetic Survey in March 1993. EZ6683 EZ6683.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6683 EZ6683.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6683 EZ6683.The geoid height was determined by GEOID03. EZ6683 EZ6683; North East Units Scale Factor Converg. EZ6683;SPC NC - 203,333.865 627,755.183 MT 0.99988923 +0 06 56.2 EZ6683;SPC NC - 667,104.52 2,059,560.13 sFT 0.99988923 +0 06 56.2 EZ6683;UTM 17 - 3,939,906.176 699,364.517 MT 1.00008982 +1 16 50.7 EZ6683 EZ6683! - Elev Factor x Scale Factor = Combined Factor EZ6683!SPC NC - 0.99998681 x 0.99988923 = 0.99987605 EZ6683!UTM 17 - 0.99998681 x 1.00008982 = 1.00007663 EZ6683 EZ6683 SUPERSEDED SURVEY CONTROL EZ6683 EZ6683 NGVD 29 (03/10/93) 117.0 (m) 384. (f) VERT ANG EZ6683 EZ6683.Superseded values are not recommended for survey control. EZ6683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6683.See file dsdata.txt to determine how the superseded data were derived. EZ6683 EZ6683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9936539906(NAD 83) EZ6683_MARKER: DE = TRAVERSE STATION DISK EZ6683_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. EZ6683_SP_SET: SIDEWALK EZ6683_STAMPING: SEARS 1983 EZ6683_MARK LOGO: NCGS EZ6683_MAGNETIC: N = NO MAGNETIC MATERIAL EZ6683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ6683 EZ6683 HISTORY - Date Condition Report By EZ6683 HISTORY - 1983 MONUMENTED NCGS EZ6683 EZ6683 STATION DESCRIPTION EZ6683 EZ6683'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 EZ6683'STATION IS LOCATED IN FUQUAY VARINA. EZ6683'AT THE INTERSECTION OF US 401 (MAIN STREET) AND RALEIGH STREET, IN THE EZ6683'NORTHEAST QUADRANT IN SIDEWALK. EZ6683'THE STATION IS A STANDARD NCGS DISK STAMPED---SEARS 1983---, SET INTO EZ6683'DRILLED HOLE. LOCATED 7.92 METERS (26.0 FT) EAST FROM THE CENTERLINE EZ6683'OF HIGHWAY, 7.89 METERS (25.9 FT) NORTH FROM THE CENTERLINE OF RALEIGH EZ6683'STREET, 7.41 METERS (24.3 FT) WEST FROM A POWER POLE WITH REFERENCE EZ6683'TAG, AND 2.65 METERS (8.7 FT) SOUTHWEST FROM A 3 INCH OAK. EZ6683'STATION IS LEVEL WITH HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5705 *********************************************************************** EZ5705 DESIGNATION - SELMA RD EZ5705 PID - EZ5705 EZ5705 STATE/COUNTY- NC/WAKE EZ5705 USGS QUAD - ZEBULON (1981) EZ5705 EZ5705 *CURRENT SURVEY CONTROL EZ5705 ___________________________________________________________________ EZ5705* NAD 83(1986)- 35 47 00.27966(N) 078 21 44.14674(W) ADJUSTED EZ5705* NAVD 88 - 102.0 (meters) 335. (feet) VERTCON EZ5705 ___________________________________________________________________ EZ5705 LAPLACE CORR- -4.39 (seconds) DEFLEC99 EZ5705 GEOID HEIGHT- -33.99 (meters) GEOID03 EZ5705 EZ5705 HORZ ORDER - SECOND EZ5705 EZ5705.The North Carolina HARNS have been completed but, EZ5705.due to contractual restrictions, coordinates for these stations EZ5705.will NOT be published in the near future. In the interim, the EZ5705.published coordinates in North Carolina will not be EZ5705.consistent with the Continuously Operating Reference Stations EZ5705.(CORS). The HARN coordinates for these stations are available EZ5705.upon request. Contact Gary Thompson(919-733-3836). EZ5705. EZ5705.In addition, the published North Carolina positions EZ5705.(NAD 83 (1986)) are NOT consistent with those determined in EZ5705.adjacent state readjustments. The discontinuity between stations EZ5705.located in North Carolina and those in adjacent states EZ5705.which have been adjusted to the HARN may be as much as 5 EZ5705.decimeters. This will result in a significant loss of accuracy EZ5705.over lines crossing such state borders. EZ5705 EZ5705 EZ5705.The horizontal coordinates were established by classical geodetic methods EZ5705.and adjusted by the National Geodetic Survey in January 1990. EZ5705 EZ5705.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5705 EZ5705.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5705 EZ5705.The geoid height was determined by GEOID03. EZ5705 EZ5705; North East Units Scale Factor Converg. EZ5705;SPC NC - 225,755.389 667,253.493 MT 0.99991554 +0 22 05.1 EZ5705;SPC NC - 740,665.81 2,189,147.50 sFT 0.99991554 +0 22 05.1 EZ5705;UTM 17 - 3,963,136.183 738,408.175 MT 1.00030044 +1 32 35.1 EZ5705 EZ5705! - Elev Factor x Scale Factor = Combined Factor EZ5705!SPC NC - 0.99998932 x 0.99991554 = 0.99990486 EZ5705!UTM 17 - 0.99998932 x 1.00030044 = 1.00028976 EZ5705 EZ5705: Primary Azimuth Mark Grid Az EZ5705:SPC NC - STONE WALL 276 16 46.9 EZ5705:UTM 17 - STONE WALL 275 06 16.9 EZ5705 EZ5705|---------------------------------------------------------------------| EZ5705| PID Reference Object Distance Geod. Az | EZ5705| dddmmss.s | EZ5705| EZ5686 EXCHANGE 274.928 METERS 06449 | EZ5705| EZ5698 OVERPASS 177.801 METERS 18538 | EZ5705| EZ5706 STONE WALL 455.124 METERS 2763852.0 | EZ5705|---------------------------------------------------------------------| EZ5705 EZ5705 SUPERSEDED SURVEY CONTROL EZ5705 EZ5705 NGVD 29 (01/12/90) 102.3 (m) 336. (f) VERT ANG EZ5705 EZ5705.Superseded values are not recommended for survey control. EZ5705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5705.See file dsdata.txt to determine how the superseded data were derived. EZ5705 EZ5705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3840863136(NAD 83) EZ5705_MARKER: DE = TRAVERSE STATION DISK EZ5705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5705_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5705+STABILITY: SURFACE MOTION EZ5705 EZ5705 HISTORY - Date Condition Report By EZ5705 HISTORY - 1980 MONUMENTED NCGS EZ5705 HISTORY - 20050415 MARK NOT FOUND USPSQD EZ5705 EZ5705 STATION DESCRIPTION EZ5705 EZ5705'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EZ5705'THE STATION IS LOCATED AT THE EAST SIDE OF WENDELL IN THE SOUTHEAST EZ5705'QUADRANT OF THE INTERSECTION OF US 64 BUSINESS WITH NC 231 (SELMA RD.) EZ5705' EZ5705'STATION MARK IS A STANDARD DISK STAMPED---SELMA RD 1980---SET IN TOP EZ5705'OF A 10 INCH CONCRETE CYLINDER 3 INCHES BELOW GROUND SURFACE. THE MARK EZ5705'IS 58.0 FEET SOUTH OF CENTERLINE OF US 64 BUSINESS, 48.1 FEET EZ5705'EAST-NORTHEAST OF NORTH END OF TRAFFIC ISLAND IN NC 231, 11.3 FEET EZ5705'NORTHEAST OF METAL STREET MARKER POST, 48.2 FEET NORTHWEST OF EZ5705'NORTHWEST CORNER OF BRICK AND BLOCK BUILDING, 66.8 FEET WEST OF POWER EZ5705'POLE WITH REFERENCE TAG, AND 1.0 FEET SOUTH OF CURB. EZ5705 EZ5705 STATION RECOVERY (2005) EZ5705 EZ5705'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ5705'MARK NOT FOUND, UNDER ASPHALT PARKING LOT 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5024 *********************************************************************** EZ5024 DESIGNATION - SEMINARY EZ5024 PID - EZ5024 EZ5024 STATE/COUNTY- NC/WAKE EZ5024 USGS QUAD - WAKE FOREST (1987) EZ5024 EZ5024 *CURRENT SURVEY CONTROL EZ5024 ___________________________________________________________________ EZ5024* NAD 83(1986)- 35 58 44.19307(N) 078 30 42.26769(W) ADJUSTED EZ5024* NAVD 88 - 122.7 (meters) 403. (feet) VERTCON EZ5024 ___________________________________________________________________ EZ5024 LAPLACE CORR- -7.13 (seconds) DEFLEC99 EZ5024 GEOID HEIGHT- -32.91 (meters) GEOID03 EZ5024 EZ5024 HORZ ORDER - SECOND EZ5024 EZ5024.The North Carolina HARNS have been completed but, EZ5024.due to contractual restrictions, coordinates for these stations EZ5024.will NOT be published in the near future. In the interim, the EZ5024.published coordinates in North Carolina will not be EZ5024.consistent with the Continuously Operating Reference Stations EZ5024.(CORS). The HARN coordinates for these stations are available EZ5024.upon request. Contact Gary Thompson(919-733-3836). EZ5024. EZ5024.In addition, the published North Carolina positions EZ5024.(NAD 83 (1986)) are NOT consistent with those determined in EZ5024.adjacent state readjustments. The discontinuity between stations EZ5024.located in North Carolina and those in adjacent states EZ5024.which have been adjusted to the HARN may be as much as 5 EZ5024.decimeters. This will result in a significant loss of accuracy EZ5024.over lines crossing such state borders. EZ5024 EZ5024 EZ5024.The horizontal coordinates were established by classical geodetic methods EZ5024.and adjusted by the National Geodetic Survey in July 1986. EZ5024 EZ5024.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5024 EZ5024.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5024 EZ5024.The geoid height was determined by GEOID03. EZ5024 EZ5024; North East Units Scale Factor Converg. EZ5024;SPC NC - 247,372.592 653,633.904 MT 0.99995301 +0 16 54.5 EZ5024;SPC NC - 811,588.25 2,144,463.90 sFT 0.99995301 +0 16 54.5 EZ5024;UTM 17 - 3,984,475.817 724,342.500 MT 1.00022020 +1 27 44.8 EZ5024 EZ5024! - Elev Factor x Scale Factor = Combined Factor EZ5024!SPC NC - 0.99998590 x 0.99995301 = 0.99993891 EZ5024!UTM 17 - 0.99998590 x 1.00022020 = 1.00020610 EZ5024 EZ5024|---------------------------------------------------------------------| EZ5024| PID Reference Object Distance Geod. Az | EZ5024| dddmmss.s | EZ5024| EZ1910 OLD DEPOT 157.195 METERS 08746 | EZ5024| EZ5025 WINDUR 280.942 METERS 29831 | EZ5024|---------------------------------------------------------------------| EZ5024 EZ5024 SUPERSEDED SURVEY CONTROL EZ5024 EZ5024 NAD 27 - 35 58 43.64706(N) 078 30 43.26741(W) AD( ) 2 EZ5024 NGVD 29 (07/19/86) 123.0 (m) 404. (f) VERT ANG EZ5024 EZ5024.Superseded values are not recommended for survey control. EZ5024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5024.See file dsdata.txt to determine how the superseded data were derived. EZ5024 EZ5024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2434284476(NAD 83) EZ5024_MARKER: DE = TRAVERSE STATION DISK EZ5024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5024_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5024_MAGNETIC: N = NO MAGNETIC MATERIAL EZ5024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5024+STABILITY: SURFACE MOTION EZ5024 EZ5024 HISTORY - Date Condition Report By EZ5024 HISTORY - 1978 MONUMENTED NCGS EZ5024 HISTORY - 1987 GOOD USPSQD EZ5024 HISTORY - 1987 GOOD USPSQD EZ5024 HISTORY - 20050621 GOOD GEOCAC EZ5024 EZ5024 STATION DESCRIPTION EZ5024 EZ5024'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ5024'THE STATION IS LOCATED IN WAKE FOREST AT THE SOUTHERNMOST INTERSECTION EZ5024'OF US 1A WITH NC 98, BETWEEN HIGHWAY AND SIDEWALK AT THE SOUTH EZ5024'ENTRANCE TO WAKE FOREST BAPTIST CHURCH. EZ5024' EZ5024'STATION MARK IS A STANDARD DISK STAMPED---SEMINARY 1978---SET IN THE EZ5024'TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE. EZ5024'THE MARK IS 23.4 FEET NORTHEAST OF THE CENTERLINE OF US 1A, 86.0 FEET EZ5024'EAST-SOUTHEAST OF CENTERLINE INTERSECTION OF NC 98 WITH US 1A SOUTH, EZ5024'28.0 FEET WEST OF CENTER OF BOTTOM CONCRETE STEP AT SOUTH ENTRANCE TO EZ5024'CHURCH, 37.0 FEET SOUTHWEST OF SOUTHWEST CORNER OF CHURCH, 46.1 FEET EZ5024'NORTH OF TELEPHONE POLE WITH REFERENCE TAG AND 76.2 FEET SOUTHEAST OF EZ5024'POWER POLE WITH FIRE ALARM AND TRAFFIC CONTROL BOXES AND WITH EZ5024'REFERENCE TAG. EZ5024 EZ5024 STATION RECOVERY (1987) EZ5024 EZ5024'RECOVERY NOTE BY US POWER SQUADRON 1987 (SM) EZ5024'RECOVERED IN GOOD CONDITION. EZ5024 EZ5024 STATION RECOVERY (1987) EZ5024 EZ5024'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS) EZ5024'RECOVERED IN GOOD CONDITION. EZ5024 EZ5024 STATION RECOVERY (2005) EZ5024 EZ5024'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ5024'RECOVERED AS DESCRIBED. RECESSED 2CM. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7476 *********************************************************************** AE7476 DESIGNATION - SENIOR AE7476 PID - AE7476 AE7476 STATE/COUNTY- NC/WAKE AE7476 USGS QUAD - RALEIGH EAST (1993) AE7476 AE7476 *CURRENT SURVEY CONTROL AE7476 ___________________________________________________________________ AE7476* NAD 83(1986)- 35 51 48.04454(N) 078 36 09.46981(W) ADJUSTED AE7476* NAVD 88 - 108.707 (meters) 356.65 (feet) ADJUSTED AE7476 ___________________________________________________________________ AE7476 LAPLACE CORR- -7.51 (seconds) DEFLEC99 AE7476 GEOID HEIGHT- -32.85 (meters) GEOID03 AE7476 DYNAMIC HT - 108.614 (meters) 356.34 (feet) COMP AE7476 MODELED GRAV- 979,777.1 (mgal) NAVD 88 AE7476 AE7476 HORZ ORDER - SECOND AE7476 VERT ORDER - SECOND CLASS II AE7476 AE7476.The North Carolina HARNS have been completed but, AE7476.due to contractual restrictions, coordinates for these stations AE7476.will NOT be published in the near future. In the interim, the AE7476.published coordinates in North Carolina will not be AE7476.consistent with the Continuously Operating Reference Stations AE7476.(CORS). The HARN coordinates for these stations are available AE7476.upon request. Contact Gary Thompson(919-733-3836). AE7476. AE7476.In addition, the published North Carolina positions AE7476.(NAD 83 (1986)) are NOT consistent with those determined in AE7476.adjacent state readjustments. The discontinuity between stations AE7476.located in North Carolina and those in adjacent states AE7476.which have been adjusted to the HARN may be as much as 5 AE7476.decimeters. This will result in a significant loss of accuracy AE7476.over lines crossing such state borders. AE7476 AE7476 AE7476.The horizontal coordinates were established by classical geodetic methods AE7476.and adjusted by the National Geodetic Survey in February 1998. AE7476 AE7476.The orthometric height was determined by differential leveling AE7476.and adjusted by the National Geodetic Survey in September 1998. AE7476 AE7476.The Laplace correction was computed from DEFLEC99 derived deflections. AE7476 AE7476.The geoid height was determined by GEOID03. AE7476 AE7476.The dynamic height is computed by dividing the NAVD 88 AE7476.geopotential number by the normal gravity value computed on the AE7476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7476.degrees latitude (g = 980.6199 gals.). AE7476 AE7476.The modeled gravity was interpolated from observed gravity values. AE7476 AE7476; North East Units Scale Factor Converg. AE7476;SPC NC - 234,510.552 645,488.602 MT 0.99992945 +0 13 45.7 AE7476;SPC NC - 769,390.04 2,117,740.52 sFT 0.99992945 +0 13 45.7 AE7476;UTM 17 - 3,971,445.662 716,461.344 MT 1.00017740 +1 24 18.2 AE7476 AE7476! - Elev Factor x Scale Factor = Combined Factor AE7476!SPC NC - 0.99998810 x 0.99992945 = 0.99991755 AE7476!UTM 17 - 0.99998810 x 1.00017740 = 1.00016549 AE7476 AE7476: Primary Azimuth Mark Grid Az AE7476:SPC NC - JADE 305 52 30.8 AE7476:UTM 17 - JADE 304 41 58.3 AE7476 AE7476|---------------------------------------------------------------------| AE7476| PID Reference Object Distance Geod. Az | AE7476| dddmmss.s | AE7476| EZ0854 JOHNSON 310.293 METERS 09200 | AE7476| AE7475 ATSPRING 289.823 METERS 14244 | AE7476| AE7504 JADE APPROX. 1.2 KM 3060616.5 | AE7476|---------------------------------------------------------------------| AE7476 AE7476 SUPERSEDED SURVEY CONTROL AE7476 AE7476 NGVD 29 (02/27/98) 108.98 (m) 357.5 (f) LEVELING 3 AE7476 AE7476.Superseded values are not recommended for survey control. AE7476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7476.See file dsdata.txt to determine how the superseded data were derived. AE7476 AE7476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1646171446(NAD 83) AE7476_MARKER: DH = HORIZONTAL CONTROL DISK AE7476_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. AE7476_SP_SET: SIDEWALK AE7476_STAMPING: SENIOR 1987 AE7476_MARK LOGO: NCGS AE7476_MAGNETIC: N = NO MAGNETIC MATERIAL AE7476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AE7476_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AE7476+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2005 AE7476 AE7476 HISTORY - Date Condition Report By AE7476 HISTORY - 1987 MONUMENTED NCGS AE7476 HISTORY - 19870101 GOOD NCGS AE7476 HISTORY - 20050417 GOOD USPSQD AE7476 AE7476 STATION DESCRIPTION AE7476 AE7476'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7476'STATION IS LOCATED ABOUT 9.8 KM (6.10 MI) NORTH-NORTHEAST OF CAPITAL AE7476'SQUARE IN RALEIGH. ALONG SPRING FOREST ROAD FOR 0.3 KM (0.20 MI) WEST AE7476'FROM ATLANTIC AVENUE, TO DIXIE FOREST ROAD, IN THE NORTHEAST QUADRANT, AE7476'IN THE SIDEWALK, AT THE MILLBROOK HIGH SCHOOL CAMPUS. MARK IS 1 FOOT AE7476'(0.3 M) HIGHER THAN THE ROAD. LOCATED 6.2 M (20.3 FT) NORTHEAST OF AE7476'THE CENTERLINE PROLONGATION OF THE WEST BOUND LANE OF SPRING FOREST AE7476'ROAD, 32.1 M (105.3 FT) WEST OF THE WEST END OF A DRIVEWAY CULVERT TO AE7476'THE SCHOOL, 67.5 M (221.5 FT) SOUTHEAST OF A FIRE HYDRANT--AND 24.4 M AE7476'(80.1 FT) NORTHWEST OF A POWER POLE, 24.2 M (79.4 FT) SOUTH OF A AE7476'10-INCH SWEET GUM--BOTH WITH REFERENCE TAGS. AE7476 AE7476 STATION RECOVERY (1987) AE7476 AE7476'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7476'RECOVERED AS DESCRIBED. AE7476 AE7476 STATION RECOVERY (2005) AE7476 AE7476'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) AE7476'N 35 51.801 AE7476'W 078 36.158 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2213 *********************************************************************** EZ2213 DESIGNATION - SENTER EZ2213 PID - EZ2213 EZ2213 STATE/COUNTY- NC/WAKE EZ2213 USGS QUAD - GARNER (1993) EZ2213 EZ2213 *CURRENT SURVEY CONTROL EZ2213 ___________________________________________________________________ EZ2213* NAD 83(1986)- 35 41 07.90509(N) 078 36 13.85060(W) ADJUSTED EZ2213* NAVD 88 - 103.482 (meters) 339.51 (feet) ADJUSTED EZ2213 ___________________________________________________________________ EZ2213 LAPLACE CORR- -7.51 (seconds) DEFLEC99 EZ2213 GEOID HEIGHT- -33.26 (meters) GEOID03 EZ2213 DYNAMIC HT - 103.390 (meters) 339.21 (feet) COMP EZ2213 MODELED GRAV- 979,747.7 (mgal) NAVD 88 EZ2213 EZ2213 HORZ ORDER - SECOND EZ2213 VERT ORDER - SECOND CLASS I EZ2213 EZ2213.The North Carolina HARNS have been completed but, EZ2213.due to contractual restrictions, coordinates for these stations EZ2213.will NOT be published in the near future. In the interim, the EZ2213.published coordinates in North Carolina will not be EZ2213.consistent with the Continuously Operating Reference Stations EZ2213.(CORS). The HARN coordinates for these stations are available EZ2213.upon request. Contact Gary Thompson(919-733-3836). EZ2213. EZ2213.In addition, the published North Carolina positions EZ2213.(NAD 83 (1986)) are NOT consistent with those determined in EZ2213.adjacent state readjustments. The discontinuity between stations EZ2213.located in North Carolina and those in adjacent states EZ2213.which have been adjusted to the HARN may be as much as 5 EZ2213.decimeters. This will result in a significant loss of accuracy EZ2213.over lines crossing such state borders. EZ2213 EZ2213 EZ2213.The horizontal coordinates were established by classical geodetic methods EZ2213.and adjusted by the National Geodetic Survey in July 1986. EZ2213 EZ2213.The orthometric height was determined by differential leveling EZ2213.and adjusted by the National Geodetic Survey in June 1991. EZ2213 EZ2213.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2213 EZ2213.The geoid height was determined by GEOID03. EZ2213 EZ2213.The dynamic height is computed by dividing the NAVD 88 EZ2213.geopotential number by the normal gravity value computed on the EZ2213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2213.degrees latitude (g = 980.6199 gals.). EZ2213 EZ2213.The modeled gravity was interpolated from observed gravity values. EZ2213 EZ2213; North East Units Scale Factor Converg. EZ2213;SPC NC - 214,782.357 645,457.429 MT 0.99990117 +0 13 43.1 EZ2213;SPC NC - 704,665.12 2,117,638.25 sFT 0.99990117 +0 13 43.1 EZ2213;UTM 17 - 3,951,715.755 716,834.029 MT 1.00017941 +1 23 53.9 EZ2213 EZ2213! - Elev Factor x Scale Factor = Combined Factor EZ2213!SPC NC - 0.99998898 x 0.99990117 = 0.99989015 EZ2213!UTM 17 - 0.99998898 x 1.00017941 = 1.00016839 EZ2213 EZ2213: Primary Azimuth Mark Grid Az EZ2213:SPC NC - MCLAMB 345 51 14.0 EZ2213:UTM 17 - MCLAMB 344 41 03.2 EZ2213 EZ2213|---------------------------------------------------------------------| EZ2213| PID Reference Object Distance Geod. Az | EZ2213| dddmmss.s | EZ2213| EZ2212 MCLAMB 489.583 METERS 3460457.1 | EZ2213|---------------------------------------------------------------------| EZ2213 EZ2213 SUPERSEDED SURVEY CONTROL EZ2213 EZ2213 NAD 27 - 35 41 07.35282(N) 078 36 14.83787(W) AD( ) 2 EZ2213 NGVD 29 (??/??/92) 103.723 (m) 340.30 (f) ADJ UNCH 2 1 EZ2213 EZ2213.Superseded values are not recommended for survey control. EZ2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2213.See file dsdata.txt to determine how the superseded data were derived. EZ2213 EZ2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1683451716(NAD 83) EZ2213_MARKER: DE = TRAVERSE STATION DISK EZ2213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2213_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2213_STAMPING: SENTER 1968 EZ2213_MARK LOGO: NCGS EZ2213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2213+STABILITY: SURFACE MOTION EZ2213 EZ2213 HISTORY - Date Condition Report By EZ2213 HISTORY - 1968 MONUMENTED NCGS EZ2213 HISTORY - 1976 GOOD NCGS EZ2213 HISTORY - 1978 GOOD NCGS EZ2213 HISTORY - 1978 GOOD NCGS EZ2213 HISTORY - 1987 GOOD USPSQD EZ2213 EZ2213 STATION DESCRIPTION EZ2213 EZ2213'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EZ2213'SENTER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2213'IN THE VICINITY OF CLAYTON, NORTH CAROLINA. EZ2213' EZ2213'SENTER IS LOCATED APPROXIMATELY 1.5 MILES SOUTH OF THE CENTER EZ2213'OF GARNER. TO REACH STATION PROCEED FROM THE INTERSECTION OF EZ2213'NC 50 WITH U.S. 70 IN GARNER, GO SOUTH ON NC 50 FOR 1.55 EZ2213'MILES TO STATION. WHICH IS ON THE EAST BANK OF NC 50 AT THE EZ2213'SOUTH SIDE OF PROPERTY CORNER OF ONE STORY BRICK HOUSE, AT EZ2213'NORTHWEST CORNER OF CULTIVATED FIELD, AND 0.2 MILE NORTH OF EZ2213'INTERSECTION OF SR 2562 WITH NC 50 (AT W. WILLIAMS STORE). EZ2213' EZ2213'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2213'SENTER 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2213'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EZ2213' EZ2213'MARK IS EZ2213' EZ2213'25.3 FT E OF C/L OF NC 50 EZ2213' EZ2213'9.8 FT SW OF 2 INCH PINE WITH ALUMINUM REF. TAG, AND WHICH EZ2213'IS THE SOUTHWEST TREE IN YARD EZ2213' EZ2213'51.2 FT S OF C/L OF GRAVEL AND SOIL DRIVEWAY TO ONE STORY BRICK EZ2213'HOUSE EZ2213' EZ2213'26.4 FT W OF UTILITY POLE ON E SIDE OF NC 50, AND WITH ALUMINUM EZ2213'REF. TAG EZ2213' EZ2213'31.7 FT W OF END OF ANCHOR CABLE FOR UTILITY POLE EZ2213 EZ2213 STATION RECOVERY (1976) EZ2213 EZ2213'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2213'1.5 MI S FROM GARNER. EZ2213'TO REACH STATION FROM THE NC 50 OVERPASS OF US 70 IN GARNER, PROCEED EZ2213'SOUTH ALONG NC 50 FOR 1.55 MILES TO STATION ON LEFT AT SOUTHWEST EZ2213'PROPERTY CORNER OF BRICK RESIDENCE, 0.2 MILE NORTH OF Y INTERSECTION EZ2213'WITH SR 2562 AT WILLIAMS STORE. 25.7 FT. E OF CENTERLINE OF NC 50, EZ2213'51.2 FT. S OF CENTERLINE OF GRAVEL AND SOIL DRIVEWAY TO BRICK HOUSE, EZ2213'9.8 FT. SW OF 8 INCH PINE WITH ALUMINUM REF. TAG AND WHICH IS THE EZ2213'SOUTHWEST TREE IN YARD, 25.7 FT. W OF UTILITY POLE WITH ALUMINUM REF. EZ2213'TAG AND 31.7 FT. W OF END OF ANCHOR CABLE FOR UTILITY POLE AND 3.8 FT. EZ2213'S OF WESTERNMOST FENCE POST WITH ALUMINUM REF. TAG. DISK IS SET IN EZ2213'CONCRETE CYLINDER, 3 INCHES BELOW THE SURFACE OF THE GROUND. EZ2213 EZ2213 STATION RECOVERY (1978) EZ2213 EZ2213'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (CEH) EZ2213'THE STATION WAS RECOVERED IN GOOD CONDITION. A COMPLETE NEW EZ2213'DESCRIPTION FOLLOWS. EZ2213' EZ2213'THE STATION IS LOCATED 1.5 MILES SOUTH OF GARNER. EZ2213' EZ2213'TO REACH THE STATION FROM THE NC 50 OVERPASS OF US 70 IN GARNER, EZ2213'PROCEED SOUTH ALONG NC 50 FOR 1.55 MILES TO STATION ON LEFT AT EZ2213'SOUTHWEST PROPERTY CORNER OF BRICK RESIDENCE AND 0.2 MILE NORTH OF Y EZ2213'INTERSECTION WITH SR 2562 AT WILLIAMS STORE. EZ2213' EZ2213'STATION MARK IS A STANDARD DISK STAMPED---SENTER 1968---SET IN EZ2213'CONCRETE CYLINDER WHICH IS 1 INCH BELOW THE GROUND SURFACE. THE MARK EZ2213'IS 25.7 FEET EAST OF CENTERLINE OF NC 50, 51.2 FEET SOUTH OF EZ2213'CENTERLINE OF GRAVEL AND SOIL DRIVEWAY TO BRICK HOUSE, 9.8 FEET EZ2213'SOUTHWEST OF 8 INCH PINE WITH REFERENCE TAG AND WHICH IS THE EZ2213'SOUTHWEST TREE IN YARD, 25.7 FEET WEST OF UTILITY POLE WITH REFERENCE EZ2213'TAG AND 31.7 FEET WEST OF END OF ANCHOR CABLE FOR UTILITY POLE AND 3.8 EZ2213'FEET SOUTH OF WESTERNMOST FENCE POST WITH REFERENCE TAG. EZ2213 EZ2213 STATION RECOVERY (1978) EZ2213 EZ2213'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EZ2213'RECOVERED IN GOOD CONDITION. EZ2213 EZ2213 STATION RECOVERY (1987) EZ2213 EZ2213'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ2213'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0821 *********************************************************************** EZ0821 DESIGNATION - SERENA EZ0821 PID - EZ0821 EZ0821 STATE/COUNTY- NC/WAKE EZ0821 USGS QUAD - WAKE FOREST (1987) EZ0821 EZ0821 *CURRENT SURVEY CONTROL EZ0821 ___________________________________________________________________ EZ0821* NAD 83(1986)- 35 58 37.67377(N) 078 32 42.56791(W) ADJUSTED EZ0821* NAVD 88 - 107.038 (meters) 351.17 (feet) ADJUSTED EZ0821 ___________________________________________________________________ EZ0821 LAPLACE CORR- -6.92 (seconds) DEFLEC99 EZ0821 GEOID HEIGHT- -32.77 (meters) GEOID03 EZ0821 DYNAMIC HT - 106.948 (meters) 350.88 (feet) COMP EZ0821 MODELED GRAV- 979,786.2 (mgal) NAVD 88 EZ0821 EZ0821 HORZ ORDER - SECOND EZ0821 VERT ORDER - SECOND CLASS 0 EZ0821 EZ0821.The North Carolina HARNS have been completed but, EZ0821.due to contractual restrictions, coordinates for these stations EZ0821.will NOT be published in the near future. In the interim, the EZ0821.published coordinates in North Carolina will not be EZ0821.consistent with the Continuously Operating Reference Stations EZ0821.(CORS). The HARN coordinates for these stations are available EZ0821.upon request. Contact Gary Thompson(919-733-3836). EZ0821. EZ0821.In addition, the published North Carolina positions EZ0821.(NAD 83 (1986)) are NOT consistent with those determined in EZ0821.adjacent state readjustments. The discontinuity between stations EZ0821.located in North Carolina and those in adjacent states EZ0821.which have been adjusted to the HARN may be as much as 5 EZ0821.decimeters. This will result in a significant loss of accuracy EZ0821.over lines crossing such state borders. EZ0821 EZ0821 EZ0821.The horizontal coordinates were established by classical geodetic methods EZ0821.and adjusted by the National Geodetic Survey in July 1986. EZ0821 EZ0821.The orthometric height was determined by differential leveling EZ0821.and adjusted by the National Geodetic Survey in June 1991. EZ0821 EZ0821.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0821 EZ0821.The geoid height was determined by GEOID03. EZ0821 EZ0821.The dynamic height is computed by dividing the NAVD 88 EZ0821.geopotential number by the normal gravity value computed on the EZ0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0821.degrees latitude (g = 980.6199 gals.). EZ0821 EZ0821.The modeled gravity was interpolated from observed gravity values. EZ0821 EZ0821; North East Units Scale Factor Converg. EZ0821;SPC NC - 247,157.352 650,621.224 MT 0.99995261 +0 15 45.1 EZ0821;SPC NC - 810,882.08 2,134,579.80 sFT 0.99995261 +0 15 45.1 EZ0821;UTM 17 - 3,984,198.487 721,334.114 MT 1.00020367 +1 26 33.8 EZ0821 EZ0821! - Elev Factor x Scale Factor = Combined Factor EZ0821!SPC NC - 0.99998834 x 0.99995261 = 0.99994095 EZ0821!UTM 17 - 0.99998834 x 1.00020367 = 1.00019201 EZ0821 EZ0821: Primary Azimuth Mark Grid Az EZ0821:SPC NC - GRENSHAW 249 16 01.1 EZ0821:UTM 17 - GRENSHAW 248 05 12.4 EZ0821 EZ0821|---------------------------------------------------------------------| EZ0821| PID Reference Object Distance Geod. Az | EZ0821| dddmmss.s | EZ0821| EZ0822 GRENSHAW APPROX. 0.5 KM 2493146.2 | EZ0821|---------------------------------------------------------------------| EZ0821 EZ0821 SUPERSEDED SURVEY CONTROL EZ0821 EZ0821 NAD 27 - 35 58 37.13475(N) 078 32 43.56566(W) AD( ) 2 EZ0821 NGVD 29 (??/??/92) 107.310 (m) 352.07 (f) ADJ UNCH 2 0 EZ0821 EZ0821.Superseded values are not recommended for survey control. EZ0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0821.See file dsdata.txt to determine how the superseded data were derived. EZ0821 EZ0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2133484198(NAD 83) EZ0821_MARKER: DE = TRAVERSE STATION DISK EZ0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0821_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EZ0821_STAMPING: SERENA 1970 EZ0821_MARK LOGO: NCGS EZ0821_MAGNETIC: N = NO MAGNETIC MATERIAL EZ0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0821+STABILITY: SURFACE MOTION EZ0821 EZ0821 HISTORY - Date Condition Report By EZ0821 HISTORY - 1970 MONUMENTED NCGS EZ0821 HISTORY - 1972 GOOD NCGS EZ0821 HISTORY - 1978 GOOD NCGS EZ0821 HISTORY - 19850101 SEE DESCRIPTION NCGS EZ0821 EZ0821 STATION DESCRIPTION EZ0821 EZ0821'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ0821'SERENA IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0821'VICINITY OF NORTHWEST WAKE COUNTY. EZ0821' EZ0821'SERENA IS LOCATED APPROXIMATELY 1.8 MILES WEST OF WAKE FOREST. TO EZ0821'REACH STATION PROCEED FROM THE INTERSECTION OF US 1 AND NC 98, GO EZ0821'WEST ON NC 98 FOR 0.3 MILE TO STATION ON LEFT, APPROXIMATELY 100 FEET EZ0821'EAST OF LANE LEADING TO A WHITE WOOD FRAME HOUSE ON NORTH SIDE OF EZ0821'ROAD, AND 0.35 MILE EAST OF INTERSECTION OF NC 98 AND SR 1928. EZ0821' EZ0821'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ0821'SERENA 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ0821'IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0821' EZ0821'MARK IS-- EZ0821'28.6 FEET S OF C/L OF NC 98. EZ0821'28.9 FEET E OF ALUMINUM REF. TAG ON PP NO. 33. EZ0821'84.4 FEET SW OF ALUMINUM REF. TAG ON PP. EZ0821'25.3 FEET NNE OF ALUMINUM REF. TAG ON 12 INCH PINE TREE. EZ0821'113.9 FEET SE OF ALUMINUM REF. TAG ON PP. EZ0821 EZ0821 STATION RECOVERY (1972) EZ0821 EZ0821'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0821'1.8 MI W FROM WAKE FOREST. EZ0821'STATION IS ON NC 98 0.3 MI. FROM INTERSECTION OF U.S. 1 AND NC 98, EZ0821'APPROXIMATELY 100 FT E OF LANE LEADING TO WHITE WOOD FRAME HOUSE EZ0821'ON N SIDE OF ROAD AND 0.35 MILE E OF INTERSECTION OF NC 98 AND EZ0821'SR 1928, 28.6 FT S OF C/L OF NC 98, 28.9 FT E OF ALUM. REF. TAG EZ0821'ON PP 33, 84.4 FT SW OF ALUM. REF. TAG ON PP, 25.3 FT NNE OF EZ0821'ALUM. REF. TAG ON 12 INCH PINE AND 113.9 FT SE OF ALUM. REF. TAG EZ0821'ON PP. STATION IS FLUSH WITH THE GROUND. EZ0821 EZ0821 STATION RECOVERY (1978) EZ0821 EZ0821'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ0821'RECOVERED AS DESCRIBED. EZ0821 EZ0821 STATION RECOVERY (1985) EZ0821 EZ0821'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0821'MARK HAS BEEN DESTROYED. NC 98 HAS BEEN WIDENED AND THE BANKS EZ0821'RESLOPED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0682 *********************************************************************** EZ0682 DESIGNATION - SEYMOUR EZ0682 PID - EZ0682 EZ0682 STATE/COUNTY- NC/WAKE EZ0682 USGS QUAD - RALEIGH WEST (1988) EZ0682 EZ0682 *CURRENT SURVEY CONTROL EZ0682 ___________________________________________________________________ EZ0682* NAD 83(1986)- 35 47 11.47242(N) 078 43 20.06440(W) ADJUSTED EZ0682* NAVD 88 - 147.825 (meters) 484.99 (feet) ADJUSTED EZ0682 ___________________________________________________________________ EZ0682 LAPLACE CORR- -7.08 (seconds) DEFLEC99 EZ0682 GEOID HEIGHT- -32.54 (meters) GEOID03 EZ0682 DYNAMIC HT - 147.697 (meters) 484.57 (feet) COMP EZ0682 MODELED GRAV- 979,765.0 (mgal) NAVD 88 EZ0682 EZ0682 HORZ ORDER - SECOND EZ0682 VERT ORDER - FIRST CLASS I EZ0682 EZ0682.The North Carolina HARNS have been completed but, EZ0682.due to contractual restrictions, coordinates for these stations EZ0682.will NOT be published in the near future. In the interim, the EZ0682.published coordinates in North Carolina will not be EZ0682.consistent with the Continuously Operating Reference Stations EZ0682.(CORS). The HARN coordinates for these stations are available EZ0682.upon request. Contact Gary Thompson(919-733-3836). EZ0682. EZ0682.In addition, the published North Carolina positions EZ0682.(NAD 83 (1986)) are NOT consistent with those determined in EZ0682.adjacent state readjustments. The discontinuity between stations EZ0682.located in North Carolina and those in adjacent states EZ0682.which have been adjusted to the HARN may be as much as 5 EZ0682.decimeters. This will result in a significant loss of accuracy EZ0682.over lines crossing such state borders. EZ0682 EZ0682 EZ0682.The horizontal coordinates were established by classical geodetic methods EZ0682.and adjusted by the National Geodetic Survey in July 1986. EZ0682 EZ0682.The orthometric height was determined by differential leveling EZ0682.and adjusted by the National Geodetic Survey in June 1991. EZ0682.WARNING-Repeat measurements at this control monument indicate possible EZ0682.vertical movement. EZ0682 EZ0682.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0682 EZ0682.The geoid height was determined by GEOID03. EZ0682 EZ0682.The dynamic height is computed by dividing the NAVD 88 EZ0682.geopotential number by the normal gravity value computed on the EZ0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0682.degrees latitude (g = 980.6199 gals.). EZ0682 EZ0682.The modeled gravity was interpolated from observed gravity values. EZ0682 EZ0682; North East Units Scale Factor Converg. EZ0682;SPC NC - 225,950.271 634,710.258 MT 0.99991605 +0 09 37.1 EZ0682;SPC NC - 741,305.18 2,082,378.57 sFT 0.99991605 +0 09 37.1 EZ0682;UTM 17 - 3,962,664.372 705,858.228 MT 1.00012222 +1 19 56.7 EZ0682 EZ0682! - Elev Factor x Scale Factor = Combined Factor EZ0682!SPC NC - 0.99998191 x 0.99991605 = 0.99989796 EZ0682!UTM 17 - 0.99998191 x 1.00012222 = 1.00010412 EZ0682 EZ0682|---------------------------------------------------------------------| EZ0682| PID Reference Object Distance Geod. Az | EZ0682| dddmmss.s | EZ0682| EZ0680 THOMPSON RESET 335.982 METERS 26105 | EZ0682|---------------------------------------------------------------------| EZ0682 EZ0682 SUPERSEDED SURVEY CONTROL EZ0682 EZ0682 NAD 27 - 35 47 10.93389(N) 078 43 21.05017(W) AD( ) 2 EZ0682 NGVD 29 (??/??/92) 148.079 (m) 485.82 (f) ADJ UNCH 1 1 EZ0682 EZ0682.Superseded values are not recommended for survey control. EZ0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0682.See file dsdata.txt to determine how the superseded data were derived. EZ0682 EZ0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0585862664(NAD 83) EZ0682_MARKER: DE = TRAVERSE STATION DISK EZ0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0682_SP_SET: CONCRETE POST EZ0682_STAMPING: SEYMOUR 1965 EZ0682_MARK LOGO: NCGS EZ0682_PROJECTION: FLUSH EZ0682_MAGNETIC: N = NO MAGNETIC MATERIAL EZ0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0682+STABILITY: SURFACE MOTION EZ0682 EZ0682 HISTORY - Date Condition Report By EZ0682 HISTORY - 1965 MONUMENTED NCGS EZ0682 HISTORY - 1967 GOOD NCGS EZ0682 HISTORY - 1980 GOOD NCGS EZ0682 HISTORY - 1980 GOOD NCGS EZ0682 HISTORY - 1985 GOOD USPSQD EZ0682 HISTORY - 1985 GOOD NCGS EZ0682 HISTORY - 1985 GOOD NCGS EZ0682 HISTORY - 1988 GOOD USPSQD EZ0682 HISTORY - 1989 GOOD USPSQD EZ0682 EZ0682 STATION DESCRIPTION EZ0682 EZ0682'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ0682'SEYMOUR IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ0682'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ0682' EZ0682'SEYMOUR IS 4.7 MILES W OF RALEIGH AND 3.25 MILES E OF EZ0682'CARY. LOCATED ALONG U.S. 64 1.3 MILES W OF U.S. 64 AND EZ0682'U.S. 1 INTERSECTION (WESTERN BLVD.). 0.6 MILES E OF SR EZ0682'1657. N OF U.S. 1 AND 64. S OF SOUTHERN RR TRACKS AND EZ0682'APPROXIMATELY 100 FT NW OF SEYMOUR GARAGE. EZ0682' EZ0682'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0682'SEYMOUR 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ0682'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0682' EZ0682'MARK IS EZ0682' EZ0682'78.8 FT N OF C/L OF OLD U.S. 1 S BOUND LANE EZ0682' EZ0682'67.2 FT N OF YELLOW ARROW ON U.S. 1 S BOUND LANE EZ0682' EZ0682'10.6 FT W OF 8 INCH GUM TREE WITH ALUMINUM REF. TAG EZ0682' EZ0682'22.1 FT W OF POLE WITH ALUMINUM REF. TAG EZ0682' EZ0682'32.3 FT S OF TP WITH ALUMINUM REF. TAG EZ0682' EZ0682'10.0 FT W OF 8 INCH PEAR TREE EZ0682' EZ0682'100.0 FT APPROXIMATELY W OF SEYMOURS GARAGE EZ0682' EZ0682'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ0682 EZ0682 STATION RECOVERY (1967) EZ0682 EZ0682'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1967 EZ0682'3.4 MI E FROM CARY. EZ0682'ABOUT 3.35 MILES EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD EZ0682'FROM THE STATION AT CARY, 0.15 MILE EAST OF MILEPOST 76, 62 FEET EZ0682'SOUTH OF THE SOUTH RAIL OF THE TRACK, 75 FEET SOUTH OF THE EZ0682'SOUTH RAIL OF THE SEABOARD COAST LINE RAILROAD COMPANY TRACK, EZ0682'78 FEET NORTH OF THE CENTERLINE OF THE NORTH TRAFFIC LANE OF EZ0682'SECONDARY ROAD 1011 WHICH IS OLD U.S. HIGHWAY 1, 100 FEET WEST EZ0682'OF THE NORTHWEST CORNER OF A BRICK BUILDING WHICH IS NOW OCCUPIED EZ0682'BY THE SEYMOUR GARAGE, 32 1/2 FEET SOUTH OF A TELEPHONE POLE EZ0682'WHICH BEARS AN ALUMINUM REFERENCE TAG, 10 FEET NORTHWEST OF AN EZ0682'8-INCH PEAR TREE, 9 FEET NORTH OF AN 8-INCH GUM TREE, ABOUT 10 EZ0682'FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A EZ0682'CONCRETE POST ABOUT LEVEL WITH THE SURFACE OF THE GROUND. EZ0682 EZ0682 STATION RECOVERY (1980) EZ0682 EZ0682'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EZ0682'THE STATION WAS RECOVERED BROKEN ON THE NORTHEAST SIDE BUT USABLE. A EZ0682'NEW DESCRIPTIONS FOLLOWS. EZ0682' EZ0682'THE STATION IS LOCATED APPROXIMATELY 4.6 MILES WEST OF RALEIGH. EZ0682' EZ0682'TO REACH THE STATION FROM THE INTERSECTION OF WESTERN BOULEVARD EZ0682'US 1-US 64 BYPASS IN WEST RALEITH, PROCEED WEST ALONG BOULEVARD FOR EZ0682'1.25 MILES TO THE STATION ON THE RIGHT, 0.1 MILE WEST OF MERGE OF EZ0682'SR 1011 AND SR 1315 (BUCK JONES ROAD), ON THE WEST SIDE OF SEYMOUR EZ0682'GARAGE. EZ0682' EZ0682'STATION MARK IS A STANDARD DISK STAMPED---SEYMOUR 1965--- SET IN THE EZ0682'TOP OF AN 8 INCH CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND EZ0682'SURFACE. THE MARK IS 78.0 FEET NORTH OF THE CENTERLINE OF SR 1011 EZ0682'(EXTENSION OF BOULEVARD), 62.0 FEET SOUTH OF THE SOUTH RAIL OF DUAL EZ0682'RAILROAD TRACKS, 100.0 FEET WEST OF THE NORTHWEST CORNER OF A BRICK EZ0682'GARAGE, 32.5 FEET SOUTH OF A TELEPHONE POLE WITH REFERENCE TAG AND EZ0682'9.0 FEET NORTH OF A 12 INCH GUM WITH REFERENCE TAG. EZ0682 EZ0682 STATION RECOVERY (1980) EZ0682 EZ0682'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ0682'POST BROKEN ON NORTHEAST SIDE BUT DISK IS SOLID. 1.25 MILES WEST EZ0682'ALONG WESTERN BOULEVARD (SR1731 AND SR 1011) FROM UNDERPASS OF EZ0682'U.S. 1 AND U.S. 64 BYPASS IN WEST RALEIGH, ON NORTH EZ0682'SIDE OF ROAD AT SEYMOURS GARAGE AND 0.1 MILE WEST OF INTERSECTION EZ0682'WITH SR 1011 AND SR 1315 - BUCK JONES ROAD, 78.0 FEET NORTH OF EZ0682'CENTERLINE OF ROAD, 62.0 FEET SOUTH OF SOUTH RAIL OF RAILROAD EZ0682'TRACKS, 100.0 FEET WEST OF NORTHWEST CORNER OF BRICK GARAGE, 32.5 EZ0682'FEET SOUTH OF TELEPHONE POLE WITH REFERENCE TAG AND 9.0 FEET NORTH EZ0682'OF 12 INCH GUM TREE. EZ0682'THE MARK IS 10 FT ABOVE TRACK. EZ0682 EZ0682 STATION RECOVERY (1985) EZ0682 EZ0682'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ0682'SEYMOUR 1965 FOUND GOOD. EZ0682 EZ0682 STATION RECOVERY (1985) EZ0682 EZ0682'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (EWB) EZ0682'THE STATION WAS RECOVERED AT THIS DATE. EZ0682'STATION IS IN GOOD CONDITION AS DESCRIBED, WITH THE FOLLOWING EZ0682'ADDITION, MARK IS 2.6 METERS (8.5 FT) NORTH-NORTHWEST OF 20 INCH GUM EZ0682'TREE. EZ0682' EZ0682'MARK IS A BENCH MARK. EZ0682 EZ0682 STATION RECOVERY (1985) EZ0682 EZ0682'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 EZ0682'RECOVERED IN GOOD CONDITION. EZ0682 EZ0682 STATION RECOVERY (1988) EZ0682 EZ0682'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EZ0682'RECOVERED IN GOOD CONDITION. EZ0682 EZ0682 STATION RECOVERY (1989) EZ0682 EZ0682'RECOVERY NOTE BY US POWER SQUADRON 1989 (MSG) EZ0682'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6610 *********************************************************************** EZ6610 DESIGNATION - SHADOW EZ6610 PID - EZ6610 EZ6610 STATE/COUNTY- NC/WAKE EZ6610 USGS QUAD - RALEIGH WEST (1988) EZ6610 EZ6610 *CURRENT SURVEY CONTROL EZ6610 ___________________________________________________________________ EZ6610* NAD 83(1986)- 35 52 20.55951(N) 078 38 32.99467(W) ADJUSTED EZ6610* NAVD 88 - 118.957 (meters) 390.28 (feet) ADJUSTED EZ6610 ___________________________________________________________________ EZ6610 LAPLACE CORR- -6.98 (seconds) DEFLEC99 EZ6610 GEOID HEIGHT- -32.66 (meters) GEOID03 EZ6610 DYNAMIC HT - 118.856 (meters) 389.95 (feet) COMP EZ6610 MODELED GRAV- 979,782.4 (mgal) NAVD 88 EZ6610 EZ6610 HORZ ORDER - SECOND EZ6610 VERT ORDER - SECOND CLASS II EZ6610 EZ6610.The North Carolina HARNS have been completed but, EZ6610.due to contractual restrictions, coordinates for these stations EZ6610.will NOT be published in the near future. In the interim, the EZ6610.published coordinates in North Carolina will not be EZ6610.consistent with the Continuously Operating Reference Stations EZ6610.(CORS). The HARN coordinates for these stations are available EZ6610.upon request. Contact Gary Thompson(919-733-3836). EZ6610. EZ6610.In addition, the published North Carolina positions EZ6610.(NAD 83 (1986)) are NOT consistent with those determined in EZ6610.adjacent state readjustments. The discontinuity between stations EZ6610.located in North Carolina and those in adjacent states EZ6610.which have been adjusted to the HARN may be as much as 5 EZ6610.decimeters. This will result in a significant loss of accuracy EZ6610.over lines crossing such state borders. EZ6610 EZ6610 EZ6610.The horizontal coordinates were established by classical geodetic methods EZ6610.and adjusted by the National Geodetic Survey in December 1992. EZ6610 EZ6610.The orthometric height was determined by differential leveling EZ6610.and adjusted by the National Geodetic Survey in September 1998. EZ6610 EZ6610.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6610 EZ6610.The geoid height was determined by GEOID03. EZ6610 EZ6610.The dynamic height is computed by dividing the NAVD 88 EZ6610.geopotential number by the normal gravity value computed on the EZ6610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6610.degrees latitude (g = 980.6199 gals.). EZ6610 EZ6610.The modeled gravity was interpolated from observed gravity values. EZ6610 EZ6610; North East Units Scale Factor Converg. EZ6610;SPC NC - 235,498.939 641,884.434 MT 0.99993114 +0 12 22.8 EZ6610;SPC NC - 772,632.77 2,105,915.85 sFT 0.99993114 +0 12 22.8 EZ6610;UTM 17 - 3,972,360.108 712,836.795 MT 1.00015822 +1 22 55.1 EZ6610 EZ6610! - Elev Factor x Scale Factor = Combined Factor EZ6610!SPC NC - 0.99998646 x 0.99993114 = 0.99991760 EZ6610!UTM 17 - 0.99998646 x 1.00015822 = 1.00014467 EZ6610 EZ6610 SUPERSEDED SURVEY CONTROL EZ6610 EZ6610 NGVD 29 (12/28/92) 119.24 (m) 391.2 (f) LEVELING 3 EZ6610 EZ6610.Superseded values are not recommended for survey control. EZ6610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6610.See file dsdata.txt to determine how the superseded data were derived. EZ6610 EZ6610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1283772360(NAD 83) EZ6610_MARKER: DH = HORIZONTAL CONTROL DISK EZ6610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6610_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6610_STAMPING: SHADOW 1985 EZ6610_MARK LOGO: NCGS EZ6610_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6610+STABILITY: SURFACE MOTION EZ6610 EZ6610 HISTORY - Date Condition Report By EZ6610 HISTORY - 1985 MONUMENTED NCGS EZ6610 HISTORY - 19870101 GOOD NCGS EZ6610 EZ6610 STATION DESCRIPTION EZ6610 EZ6610'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ6610'THE STATION IS LOCATED IN NORTH RALEIGH. EZ6610' EZ6610'ALONG SIX FORKS ROAD, 4.5 KM (2.8 MI) NORTH FROM THE OVERPASS EZ6610'BRIDGE OF THE BELTLINE, AT THE INTERSECTION WITH WOOD BEND DRIVE EZ6610'(ENTRANCE TO SHADOW RIDGE SUBDIVISION), ON THE PROLONGATION OF THE EZ6610'SOUTHEAST SIDE OF THE 6800 BUILDING. EZ6610' EZ6610'THE STATION IS A STANDARD NCGS DISK STAMPED---SHADOW 1985---, EZ6610'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6610'25 CM IN DIAMETER RECESSED 12 CM BELOW GROUND. LOCATED EZ6610'1.0 METER (3.2 FT) WEST-SOUTHWEST OF THE EDGE OF THE PAVEMENT, EZ6610'45.0 METERS (147.5 FT) SOUTH OF THE CENTERLINE OF SIX FORKS ROAD EZ6610'OPPOSITE THE TRAFFIC ISLAND IN WOOD BEND DRIVE, EZ6610'11.2 METERS (36.6 FT) SOUTH OF A MANHOLE COVER IN THE ROAD, EZ6610'40.2 METERS (131.9 FT) NORTH-NORTHWEST OF A FIRE HYDRANT, EZ6610'2.2 METERS (7.4 FT) EAST-NORTHEAST OF A WITNESS POST WITH A SIGN, EZ6610'AND 8.7 METERS (28.5 FT) SOUTHEAST OF A 5-INCH PINE WITH A REFERENCE EZ6610'TAG. EZ6610' EZ6610'MARK IS LEVEL WITH THE HIGHWAY. EZ6610 EZ6610 STATION RECOVERY (1987) EZ6610 EZ6610'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ6610'DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS. THE EZ6610'ENTRANCE TO SHADOW RIDGE SUBDIVISION IS NOW ENTRANCE TO OAKWOOD EZ6610'APARTMENTS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7283 *********************************************************************** AE7283 DESIGNATION - SHARON AE7283 PID - AE7283 AE7283 STATE/COUNTY- NC/WAKE AE7283 USGS QUAD - BAYLEAF (1987) AE7283 AE7283 *CURRENT SURVEY CONTROL AE7283 ___________________________________________________________________ AE7283* NAD 83(1986)- 35 59 07.93431(N) 078 39 41.73908(W) ADJUSTED AE7283* NAVD 88 - 114.8 (meters) 377. (feet) VERTCON AE7283 ___________________________________________________________________ AE7283 LAPLACE CORR- -7.20 (seconds) DEFLEC99 AE7283 GEOID HEIGHT- -32.29 (meters) GEOID03 AE7283 AE7283 HORZ ORDER - SECOND AE7283 AE7283.The North Carolina HARNS have been completed but, AE7283.due to contractual restrictions, coordinates for these stations AE7283.will NOT be published in the near future. In the interim, the AE7283.published coordinates in North Carolina will not be AE7283.consistent with the Continuously Operating Reference Stations AE7283.(CORS). The HARN coordinates for these stations are available AE7283.upon request. Contact Gary Thompson(919-733-3836). AE7283. AE7283.In addition, the published North Carolina positions AE7283.(NAD 83 (1986)) are NOT consistent with those determined in AE7283.adjacent state readjustments. The discontinuity between stations AE7283.located in North Carolina and those in adjacent states AE7283.which have been adjusted to the HARN may be as much as 5 AE7283.decimeters. This will result in a significant loss of accuracy AE7283.over lines crossing such state borders. AE7283 AE7283 AE7283.The horizontal coordinates were established by classical geodetic methods AE7283.and adjusted by the National Geodetic Survey in March 1998. AE7283 AE7283.The NAVD 88 height was computed by applying the VERTCON shift value to AE7283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7283 AE7283.The Laplace correction was computed from DEFLEC99 derived deflections. AE7283 AE7283.The geoid height was determined by GEOID03. AE7283 AE7283; North East Units Scale Factor Converg. AE7283;SPC NC - 248,048.034 640,117.258 MT 0.99995448 +0 11 43.1 AE7283;SPC NC - 813,804.26 2,100,118.04 sFT 0.99995448 +0 11 43.1 AE7283;UTM 17 - 3,984,872.873 710,811.702 MT 1.00014763 +1 22 28.2 AE7283 AE7283! - Elev Factor x Scale Factor = Combined Factor AE7283!SPC NC - 0.99998705 x 0.99995448 = 0.99994153 AE7283!UTM 17 - 0.99998705 x 1.00014763 = 1.00013468 AE7283 AE7283 SUPERSEDED SURVEY CONTROL AE7283 AE7283 NGVD 29 (03/10/98) 115.0 (m) 377. (f) VERT ANG AE7283 AE7283.Superseded values are not recommended for survey control. AE7283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7283.See file dsdata.txt to determine how the superseded data were derived. AE7283 AE7283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1081284873(NAD 83) AE7283_MARKER: DE = TRAVERSE STATION DISK AE7283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7283_STAMPING: SHARON 1985 AE7283_MARK LOGO: NCGS AE7283_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7283+STABILITY: SURFACE MOTION AE7283 AE7283 HISTORY - Date Condition Report By AE7283 HISTORY - 1985 MONUMENTED NCGS AE7283 AE7283 STATION DESCRIPTION AE7283 AE7283'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) AE7283'STATION IS LOCATED ABOUT 13.7 KM (8.50 MI) WEST OF WAKE FOREST. ALONG AE7283'NC 98 FOR 2.2 KM (1.35 MI) EAST FROM THE NC 50 OVERPASS, OR 0.2 KM AE7283'(0.10 MI) WEST OF SR 1005-SR 1907 CROSSROADS, AND ABOUT 200 FEET (61.0 AE7283'M) WEST OF RAYS GROCERY, IN THE NORTHWEST QUADRANT OF INTERSECTION AE7283'WITH A GRAVEL DRIVEWAY. MARK IS FLUSH WITH THE GROUND AND LEVEL WITH AE7283'THE HIGHWAY. LOCATED 12.6 M (41.3 FT) NORTH-NORTHEAST OF THE AE7283'CENTERLINE OF THE HIGHWAY, 4.9 M (16.1 FT) NORTHWEST OF THE WEST END AE7283'OF THE DRIVEWAY CULVERT, 3.3 M (10.8 FT) SOUTH OF THE WEST-MOST AE7283'DRIVEWAY LAMP AND FENCE POST, 7.8 M (25.6 FT) WEST OF THE EAST-MOST AE7283'DRIVEWAY LAMP AND FENCE POST, AND 25.8 M (84.6 FT) SOUTHEAST OF A AE7283'POWER POLE WITH TRANSFORMER AND REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4469 *********************************************************************** EZ4469 DESIGNATION - SHEARON EZ4469 PID - EZ4469 EZ4469 STATE/COUNTY- NC/WAKE EZ4469 USGS QUAD - ROLESVILLE (1993) EZ4469 EZ4469 *CURRENT SURVEY CONTROL EZ4469 ___________________________________________________________________ EZ4469* NAD 83(1986)- 35 57 13.41075(N) 078 25 11.64442(W) ADJUSTED EZ4469* NAVD 88 - 123.3 (meters) 405. (feet) VERTCON EZ4469 ___________________________________________________________________ EZ4469 LAPLACE CORR- -6.97 (seconds) DEFLEC99 EZ4469 GEOID HEIGHT- -33.37 (meters) GEOID03 EZ4469 EZ4469 HORZ ORDER - SECOND EZ4469 EZ4469.The North Carolina HARNS have been completed but, EZ4469.due to contractual restrictions, coordinates for these stations EZ4469.will NOT be published in the near future. In the interim, the EZ4469.published coordinates in North Carolina will not be EZ4469.consistent with the Continuously Operating Reference Stations EZ4469.(CORS). The HARN coordinates for these stations are available EZ4469.upon request. Contact Gary Thompson(919-733-3836). EZ4469. EZ4469.In addition, the published North Carolina positions EZ4469.(NAD 83 (1986)) are NOT consistent with those determined in EZ4469.adjacent state readjustments. The discontinuity between stations EZ4469.located in North Carolina and those in adjacent states EZ4469.which have been adjusted to the HARN may be as much as 5 EZ4469.decimeters. This will result in a significant loss of accuracy EZ4469.over lines crossing such state borders. EZ4469 EZ4469 EZ4469.The horizontal coordinates were established by classical geodetic methods EZ4469.and adjusted by the National Geodetic Survey in July 1986. EZ4469 EZ4469.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4469 EZ4469.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4469 EZ4469.The geoid height was determined by GEOID03. EZ4469 EZ4469; North East Units Scale Factor Converg. EZ4469;SPC NC - 244,619.275 661,932.560 MT 0.99994752 +0 20 05.3 EZ4469;SPC NC - 802,555.07 2,171,690.41 sFT 0.99994752 +0 20 05.3 EZ4469;UTM 17 - 3,981,893.323 732,698.577 MT 1.00026727 +1 30 55.9 EZ4469 EZ4469! - Elev Factor x Scale Factor = Combined Factor EZ4469!SPC NC - 0.99998588 x 0.99994752 = 0.99993340 EZ4469!UTM 17 - 0.99998588 x 1.00026727 = 1.00025315 EZ4469 EZ4469 SUPERSEDED SURVEY CONTROL EZ4469 EZ4469 NAD 27 - 35 57 12.86198(N) 078 25 12.64855(W) AD( ) 2 EZ4469 NGVD 29 (07/19/86) 123.6 (m) 406. (f) VERT ANG EZ4469 EZ4469.Superseded values are not recommended for survey control. EZ4469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4469.See file dsdata.txt to determine how the superseded data were derived. EZ4469 EZ4469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3269981893(NAD 83) EZ4469_MARKER: DE = TRAVERSE STATION DISK EZ4469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4469_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4469_STAMPING: SHEARON 1976 EZ4469_MARK LOGO: NCGS EZ4469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4469+STABILITY: SURFACE MOTION EZ4469 EZ4469 HISTORY - Date Condition Report By EZ4469 HISTORY - 1976 MONUMENTED NCGS EZ4469 HISTORY - 1987 GOOD USPSQD EZ4469 EZ4469 STATION DESCRIPTION EZ4469 EZ4469'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB) EZ4469'SHEARON IS A N. C. GEODETIC SURVEY TRAVERSE STATION LOCATED EZ4469'APPROXIMATELY 3.0 MILES NORTHEAST OF ROLESVILLE AND 5.3 MILES EZ4469'ESE OF WAKE FOREST, NORTH CAROLINA. TO REACH STATION FROM THE EZ4469'INTERSECTION OF NC 96 WITH U.S. 401, NORTHEAST OF ROLESVILLE, EZ4469'PROCEED NORTHEASTERLY ALONG U.S. 401 FOR 0.4 MILE TO STATION ON EZ4469'THE LEFT, AT THE SOUTH SIDE OF A GRAVELED DRIVEWAY LEADING EZ4469'NORTHWEST TO VASSAR SHEARONS ONE STORY BRICK RESIDENCE. AND EZ4469'0.45 MILE SOUTHWEST OF U.S. 401, SR 2301 AND SR 2057 EZ4469'CROSSROADS. EZ4469' EZ4469'STATION MARK IS A STANDARD BRASS DISK, STAMPED SHEARON 1976, SET EZ4469'IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH EZ4469'WITH THE SURFACE OF THE GROUND. EZ4469' EZ4469'MARK IS 91.4 FT NW OF C/L OF U.S. 401 EZ4469' EZ4469'20.3 FT SW OF C/L OF GRAVELED DRIVEWAY EZ4469' EZ4469'94.8 FT WNW OF INTERSECTION OF CENTERLINE OF DRIVEWAY WITH EZ4469'CENTERLINE OF U.S. 401 EZ4469' EZ4469'42.9 FT NW OF YELLOW TELEPHONE PEDESTAL (162W) EZ4469' EZ4469'3.3 FT NNE OF 15 INCH PINE WITH ALUMINUM REF. TAG EZ4469' EZ4469'7.0 FT ESE OF 18 INCH PINE WITH ALUMINUM REF. TAG EZ4469 EZ4469 STATION RECOVERY (1987) EZ4469 EZ4469'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ4469'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0674 *********************************************************************** EZ0674 DESIGNATION - SHEEP EZ0674 PID - EZ0674 EZ0674 STATE/COUNTY- NC/WAKE EZ0674 USGS QUAD - CARY (1993) EZ0674 EZ0674 *CURRENT SURVEY CONTROL EZ0674 ___________________________________________________________________ EZ0674* NAD 83(1986)- 35 47 26.57727(N) 078 45 11.26797(W) ADJUSTED EZ0674* NAVD 88 - 155.717 (meters) 510.88 (feet) ADJUSTED EZ0674 ___________________________________________________________________ EZ0674 LAPLACE CORR- -7.10 (seconds) DEFLEC99 EZ0674 GEOID HEIGHT- -32.40 (meters) GEOID03 EZ0674 DYNAMIC HT - 155.584 (meters) 510.45 (feet) COMP EZ0674 MODELED GRAV- 979,774.3 (mgal) NAVD 88 EZ0674 EZ0674 HORZ ORDER - SECOND EZ0674 VERT ORDER - FIRST CLASS I EZ0674 EZ0674.The North Carolina HARNS have been completed but, EZ0674.due to contractual restrictions, coordinates for these stations EZ0674.will NOT be published in the near future. In the interim, the EZ0674.published coordinates in North Carolina will not be EZ0674.consistent with the Continuously Operating Reference Stations EZ0674.(CORS). The HARN coordinates for these stations are available EZ0674.upon request. Contact Gary Thompson(919-733-3836). EZ0674. EZ0674.In addition, the published North Carolina positions EZ0674.(NAD 83 (1986)) are NOT consistent with those determined in EZ0674.adjacent state readjustments. The discontinuity between stations EZ0674.located in North Carolina and those in adjacent states EZ0674.which have been adjusted to the HARN may be as much as 5 EZ0674.decimeters. This will result in a significant loss of accuracy EZ0674.over lines crossing such state borders. EZ0674 EZ0674 EZ0674.The horizontal coordinates were established by classical geodetic methods EZ0674.and adjusted by the National Geodetic Survey in December 1992. EZ0674 EZ0674.The orthometric height was determined by differential leveling EZ0674.and adjusted by the National Geodetic Survey in June 1991. EZ0674 EZ0674.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0674 EZ0674.The geoid height was determined by GEOID03. EZ0674 EZ0674.The dynamic height is computed by dividing the NAVD 88 EZ0674.geopotential number by the normal gravity value computed on the EZ0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0674.degrees latitude (g = 980.6199 gals.). EZ0674 EZ0674.The modeled gravity was interpolated from observed gravity values. EZ0674 EZ0674; North East Units Scale Factor Converg. EZ0674;SPC NC - 226,408.397 631,916.712 MT 0.99991673 +0 08 32.9 EZ0674;SPC NC - 742,808.22 2,073,213.41 sFT 0.99991673 +0 08 32.9 EZ0674;UTM 17 - 3,963,065.339 703,055.339 MT 1.00010810 +1 18 52.1 EZ0674 EZ0674! - Elev Factor x Scale Factor = Combined Factor EZ0674!SPC NC - 0.99998064 x 0.99991673 = 0.99989738 EZ0674!UTM 17 - 0.99998064 x 1.00010810 = 1.00008874 EZ0674 EZ0674: Primary Azimuth Mark Grid Az EZ0674:SPC NC - PAUL 281 34 26.0 EZ0674:UTM 17 - PAUL 280 24 06.8 EZ0674 EZ0674|---------------------------------------------------------------------| EZ0674| PID Reference Object Distance Geod. Az | EZ0674| dddmmss.s | EZ0674| EZ5437 PAUL APPROX. 1.3 KM 2814258.9 | EZ0674|---------------------------------------------------------------------| EZ0674 EZ0674 SUPERSEDED SURVEY CONTROL EZ0674 EZ0674 NAD 83(1986)- 35 47 26.57562(N) 078 45 11.26185(W) AD( ) 2 EZ0674 NAD 27 - 35 47 26.04104(N) 078 45 12.25029(W) AD( ) 2 EZ0674 NGVD 29 (??/??/92) 155.975 (m) 511.73 (f) ADJ UNCH 1 1 EZ0674 EZ0674.Superseded values are not recommended for survey control. EZ0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0674.See file dsdata.txt to determine how the superseded data were derived. EZ0674 EZ0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0305563065(NAD 83) EZ0674_MARKER: DE = TRAVERSE STATION DISK EZ0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0674_SP_SET: CONCRETE POST EZ0674_STAMPING: SHEEP 1965 EZ0674_MARK LOGO: NCGS EZ0674_PROJECTION: PROJECTING 13 CENTIMETERS EZ0674_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0674+STABILITY: SURFACE MOTION EZ0674 EZ0674 HISTORY - Date Condition Report By EZ0674 HISTORY - 1965 MONUMENTED NCGS EZ0674 HISTORY - 1967 GOOD NCGS EZ0674 HISTORY - 1980 GOOD NCGS EZ0674 HISTORY - 1980 GOOD NCGS EZ0674 HISTORY - 1984 GOOD NCGS EZ0674 HISTORY - 1984 GOOD NCGS EZ0674 HISTORY - 1985 GOOD USPSQD EZ0674 HISTORY - 1988 POOR USPSQD EZ0674 EZ0674 STATION DESCRIPTION EZ0674 EZ0674'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ0674'SHEEP IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ0674'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ0674' EZ0674'SHEEP IS 6.3 MILES W OF RALEIGH AND 1.6 MILES E OF EZ0674'CARY. LOCATED 0.6 MILES E OF U.S. 64 AND SR 1414. 1.3 MILES EZ0674'W OF U.S. 64 AND SR 1659. N OF SEABOARD AIRLINE RR ON TOP OF EZ0674'BANK WITH 10 FT CUT AND 6 FT N OF EDGE OF BANK. APPROXIMATELY EZ0674'150 FT SW OF ONE STORY RESIDENCE AND APPROXIMATELY 300 FT WNW EZ0674'OF RR SIGNAL NO. 1636. EZ0674' EZ0674'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0674'SHEEP 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ0674'WHICH IS 3 INCHES ABOVE THE SURFACE OF THE GROUND. EZ0674' EZ0674'MARK IS EZ0674' EZ0674'55.4 FT N OF C/L OF MAIN TRACK OF SEABOARD AIRLINE RR EZ0674' EZ0674'85.0 FT SE OF ALUMINUM REF. TAG ON PP EZ0674' EZ0674'49.0 FT S OF C/L OF DIRT FARM PATH EZ0674' EZ0674'85.5 FT SW OF ALUMINUM REF. TAG ON PP EZ0674' EZ0674'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ0674 EZ0674 STATION RECOVERY (1967) EZ0674 EZ0674'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1967 EZ0674'1.6 MI E FROM CARY. EZ0674'ABOUT 1.6 MILES EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD EZ0674'FROM THE STATION AT CARY, ON THE CREST OF A CUT FOR THE RAILROAD, EZ0674'0.15 MILE WEST OF A CROSSING OF THE RAILROAD AND SECONDARY ROAD EZ0674'1655, 50 FEET NORTH OF THE NORTH RAIL OF THE TRACK, 36 FEET NORTH EZ0674'OF THE NORTH RAIL OF THE SEABOARD COAST LINE RAILROAD COMPANY EZ0674'TRACK, 85 1/2 FEET SOUTHWEST OF A POWER POLE WHICH BEARS AN EZ0674'ALUMINUM REFERENCE TAG, 85 FEET SOUTHEAST OF POWER POLE NUMBER EZ0674'3014 WHICH BEARS AN ALUMINUM REFERENCE TAG, ABOUT 12 FEET EZ0674'ABOVE THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE EZ0674'POST WHICH PROJECTS 5 INCHES. EZ0674 EZ0674 STATION RECOVERY (1980) EZ0674 EZ0674'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EZ0674'THE STATION WAS RECOVERED IN GOOD CONDITION. A COMPLETE NEW EZ0674'DESCRIPTION FOLLOWS. EZ0674' EZ0674'THE STATION IS LOCATED APPROXIMATELY 1.6 MILES EAST OF CARY. EZ0674' EZ0674'TO REACH THE STATION FROM THE INTERSECTION OF SR 1011 (CHATHAM STREET) EZ0674'AND ACADEMY STREET IN CARY, PROCEED EAST ALONG SR 1011 FOR 1.7 MILES EZ0674'TO THE STATION ON THE LEFT ON THE NORTH CUT ABOVE A RAILROAD TRACK, EZ0674'APPROXIMATELY 250 FEET SOUTHWEST OF A FRAME HOUSE AND 0.15 MILE WEST EZ0674'ON SR 1655 RAILROAD CROSSING. EZ0674' EZ0674'STATION MARK IS A STANDARD DISK STAMPED---SHEEP 1965--- SET IN THE TOP EZ0674'OF AN 8 INCH CONCRETE CYLINDER, PROJECTING 5 INCHES ABOVE THE GROUND EZ0674'SURFACE. THE MARK IS 55.0 FEET NORTH OF THE NORTH RAIL, 14.4 FEET EZ0674'SOUTH OF THE CENTERLINE OF A DIRT ROAD, 85.5 FEET SOUTHWEST OF A EZ0674'POWER POLE WITH REFERENCE TAG, 85.0 FEET SOUTHEAST OF A POWER POLE EZ0674'WITH REFERENCE TAG, 55.3 FEET SOUTHWEST OF A FENCE CORNER AND EZ0674'44.1 FEET SOUTHEAST OF A 10 INCH PINE WITH REFERENCE TAG. EZ0674 EZ0674 STATION RECOVERY (1980) EZ0674 EZ0674'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ0674'1.7 MILES EAST ALONG SR 1011 - CHATHAM STREET- FROM INTERSECTION EZ0674'WITH ACADEMY STREET IN CARY, ON CREST OF CUT AND ON NORTH SIDE EZ0674'OF RAILROAD, APPROXIMATELY 250 FEET SOUTHWEST OF SOUTHWEST CORNER EZ0674'OF A FRAME HOUSE AND 0.15 MILE WEST OF INTERSECTION WITH SR 1655, EZ0674'36.0 FEET NORTH OF NORTH RAIL OF NORTH TRACKS, 85.5 FEET SOUTHWEST EZ0674'OF POWER POLE WITH REFERENCE TAG, 85.0 FEET SOUTHEAST OF POWER EZ0674'POLE WITH REFERENCE TAG, 55.3 FEET SOUTHWEST OF FENCE CORNER, EZ0674'44.1 FEET SOUTHEAST OF 10 INCH PINE WITH REFERENCE TAG AND 14.4 EZ0674'FEET SOUTH OF CENTERLINE OF DIRT ROAD. EZ0674'THE MARK IS 12 FT ABOVE RAILROAD TRACKS. EZ0674 EZ0674 STATION RECOVERY (1984) EZ0674 EZ0674'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ0674'THE STATION WAS RECOVERED AT THIS DATE. EZ0674'THE STATION IS LOCATED 13.4 METERS (44.0 FT) SOUTH-SOUTHEAST OF AN EZ0674'8-INCH PINE WITH A REFERENCE TAG, EZ0674'16.8 METERS (55.2 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF THE EZ0674'PUBLIC SERVICE GAS COMPANY FENCE, AND EZ0674'12.8 METERS (42.0 FT) NORTHWEST OF A POWER POLE WITH REFERENCE TAG. EZ0674' EZ0674'STATION IS ALSO A BENCH MARK. EZ0674 EZ0674 STATION RECOVERY (1984) EZ0674 EZ0674'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ0674'RECOVERED IN GOOD CONDITION EXCEPT ADD THE STATION IS LOCATED 13.4 EZ0674'METERS (44.0 FT) SOUTH-SOUTHEAST OF AN 8-INCH PINE WITH A REFERENCE EZ0674'TAG, 16.8 METERS (55.2 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF THE EZ0674'PUBLIC SERVICE GAS COMPANY FENCE, AND 12.8 METERS (42.0 FT) NORTHWEST EZ0674'OF A POWER POLE WITH REFERENCE TAG. EZ0674 EZ0674 STATION RECOVERY (1985) EZ0674 EZ0674'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ0674'SHEEP 1965 FOUND GOOD. EZ0674 EZ0674 STATION RECOVERY (1988) EZ0674 EZ0674'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EZ0674'MARK RECOVERED IN POOR CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1032 *********************************************************************** EZ1032 DESIGNATION - SHELL EZ1032 PID - EZ1032 EZ1032 STATE/COUNTY- NC/WAKE EZ1032 USGS QUAD - ANGIER (1993) EZ1032 EZ1032 *CURRENT SURVEY CONTROL EZ1032 ___________________________________________________________________ EZ1032* NAD 83(1986)- 35 37 08.95595(N) 078 43 53.02600(W) ADJUSTED EZ1032* NAVD 88 - 95.705 (meters) 313.99 (feet) ADJUSTED EZ1032 ___________________________________________________________________ EZ1032 LAPLACE CORR- -5.09 (seconds) DEFLEC99 EZ1032 GEOID HEIGHT- -32.84 (meters) GEOID03 EZ1032 DYNAMIC HT - 95.621 (meters) 313.72 (feet) COMP EZ1032 MODELED GRAV- 979,757.6 (mgal) NAVD 88 EZ1032 EZ1032 HORZ ORDER - SECOND EZ1032 VERT ORDER - SECOND CLASS 0 EZ1032 EZ1032.The North Carolina HARNS have been completed but, EZ1032.due to contractual restrictions, coordinates for these stations EZ1032.will NOT be published in the near future. In the interim, the EZ1032.published coordinates in North Carolina will not be EZ1032.consistent with the Continuously Operating Reference Stations EZ1032.(CORS). The HARN coordinates for these stations are available EZ1032.upon request. Contact Gary Thompson(919-733-3836). EZ1032. EZ1032.In addition, the published North Carolina positions EZ1032.(NAD 83 (1986)) are NOT consistent with those determined in EZ1032.adjacent state readjustments. The discontinuity between stations EZ1032.located in North Carolina and those in adjacent states EZ1032.which have been adjusted to the HARN may be as much as 5 EZ1032.decimeters. This will result in a significant loss of accuracy EZ1032.over lines crossing such state borders. EZ1032 EZ1032 EZ1032.The horizontal coordinates were established by classical geodetic methods EZ1032.and adjusted by the National Geodetic Survey in July 1986. EZ1032 EZ1032.The orthometric height was determined by differential leveling EZ1032.and adjusted by the National Geodetic Survey in June 1991. EZ1032 EZ1032.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1032 EZ1032.The geoid height was determined by GEOID03. EZ1032 EZ1032.The dynamic height is computed by dividing the NAVD 88 EZ1032.geopotential number by the normal gravity value computed on the EZ1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1032.degrees latitude (g = 980.6199 gals.). EZ1032 EZ1032.The modeled gravity was interpolated from observed gravity values. EZ1032 EZ1032; North East Units Scale Factor Converg. EZ1032;SPC NC - 207,380.038 633,932.813 MT 0.99989309 +0 09 18.1 EZ1032;SPC NC - 680,379.34 2,079,827.90 sFT 0.99989309 +0 09 18.1 EZ1032;UTM 17 - 3,944,078.100 705,459.843 MT 1.00012022 +1 19 18.1 EZ1032 EZ1032! - Elev Factor x Scale Factor = Combined Factor EZ1032!SPC NC - 0.99999013 x 0.99989309 = 0.99988322 EZ1032!UTM 17 - 0.99999013 x 1.00012022 = 1.00011035 EZ1032 EZ1032: Primary Azimuth Mark Grid Az EZ1032:SPC NC - CHANCIE 224 26 05.4 EZ1032:UTM 17 - CHANCIE 223 16 05.4 EZ1032 EZ1032|---------------------------------------------------------------------| EZ1032| PID Reference Object Distance Geod. Az | EZ1032| dddmmss.s | EZ1032| EZ1033 CHANCIE APPROX. 1.8 KM 2243523.5 | EZ1032|---------------------------------------------------------------------| EZ1032 EZ1032 SUPERSEDED SURVEY CONTROL EZ1032 EZ1032 NAD 27 - 35 37 08.39904(N) 078 43 53.99471(W) AD( ) 2 EZ1032 NGVD 29 (??/??/92) 95.974 (m) 314.87 (f) ADJ UNCH 2 0 EZ1032 EZ1032.Superseded values are not recommended for survey control. EZ1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1032.See file dsdata.txt to determine how the superseded data were derived. EZ1032 EZ1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0546044078(NAD 83) EZ1032_MARKER: DE = TRAVERSE STATION DISK EZ1032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1032_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1032_STAMPING: SHELL 1967 EZ1032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1032+STABILITY: SURFACE MOTION EZ1032 EZ1032 HISTORY - Date Condition Report By EZ1032 HISTORY - 1967 MONUMENTED NCGS EZ1032 HISTORY - 1973 GOOD NCGS EZ1032 HISTORY - 1973 GOOD NCGS EZ1032 HISTORY - 1987 GOOD USPSQD EZ1032 EZ1032 STATION DESCRIPTION EZ1032 EZ1032'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1032'SHELL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1032'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ1032' EZ1032'SHELL IS LOCATED APPROXIMATELY 4.8 MILES NORTHEAST OF EZ1032'FUQUAY SPRINGS. TO REACH STATION PROCEED FROM THE INTERSECTION EZ1032'OF SR 1393 WITH U.S. 401, GO SOUTHWEST TOWARD FUQUAY-VARINA EZ1032'FOR 0.6 MILE TO STATION. WHICH IS IN MEDIAN, ON SOUTHEAST EZ1032'SHOULDER OF S BOUND LANE, AND 0.1 MILE SOUTHWEST OF INTERSECTION EZ1032'OF SR 1375 AND 0.45 MILE NORTHEAST OF INTERSECTION OF SR 2753. EZ1032' EZ1032'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1032'SHELL 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1032'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EZ1032' EZ1032'MARK IS EZ1032' EZ1032'16.6 FT SE OF C/L OF U.S. 401 S BOUND LANE EZ1032' EZ1032'49.8 FT NW OF C/L OF U.S. 401 N BOUND LANE EZ1032' EZ1032'107.5 FT SSW OF PP 28 WITH ALUMINUM REF. TAG ON NW BANK OF EZ1032'U.S. 401 S BOUND LANE EZ1032' EZ1032'124.2 FT E OF 8 INCH CHINABERRY TREE WITH ALUMINUM REF. TAG EZ1032'ON NW BANK OF U.S. 401 S BOUND LANE EZ1032 EZ1032 STATION RECOVERY (1973) EZ1032 EZ1032'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1032'4.4 MI ENE FROM FUQUAY VARINA. EZ1032'SHELL IS LOCATED APPROXIMATELY 12.3 MILES SSW OF CAPITOL SQUARE EZ1032'IN RALEIGH. TO REACH STATION FROM INTERSECTION OF U.S. 401, EZ1032'NC 55 AND NC 42 APPROXIMATELY 2.5 MILES ENE OF FUQUAY-VARINA, EZ1032'PROCEED NE ALONG U.S. 401, FOR 2.2 MILES TO STATION ON LEFT IN EZ1032'MEDIAN IN SHOULDER OF SOUTH BOUND LANE, 0.1 MILES SW OF EZ1032'INTERSECTION WITH SR 1375, 0.3 MILES NE OF TERRIBLE CREEK, 16.6 EZ1032'FT SE OF U.S. 401 SOUTH BOUND LANE, 107.5 FT SSW OF PP W/ALUMINUM EZ1032'REF. TAG, AND 135.0 FT E OF PP W/TRANSFORMER AND ALUMINUM REF. EZ1032'TAG. DISK IS SET IN CONCRETE CYLINDER 3 INCHES BELOW THE SURFACE EZ1032'OF THE GROUND. EZ1032 EZ1032 STATION RECOVERY (1973) EZ1032 EZ1032'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1032'LOCATED APPROXIMATELY 12.3 MILES SSW OF CAPITOL SQUARE IN RALEIGH. TO EZ1032'REACH STATION FROM INTERSECTION OF US 401, NC 55 AND NC 42 EZ1032'APPROXIMATELY 2.5 MILES ENE OF FUQUAY-VARINA, PROCEED NE ALONG US 401, EZ1032'FOR 2.2 MILES TO STATION ON LEFT IN MEDIAN IN SHOULDER OF SOUTH BOUND EZ1032'LANE, 0.1 MILES SW OF INTERSECTION WITH SR 1375, 0.3 MILES NE OF EZ1032'TERRIBLE CREEK. 16.6 FT. SE OF US 401 SOUTH BOUND LANE, 107.5 FT. SSW EZ1032'OF PP W/ALUMINUM REF. TAG, AND 135.0 FT. E OF PP W/TRANSFORMER AND EZ1032'ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER 3 INCHES BELOW EZ1032'THE SURFACE OF THE GROUND. EZ1032 EZ1032 STATION RECOVERY (1987) EZ1032 EZ1032'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ1032'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6611 *********************************************************************** EZ6611 DESIGNATION - SHELLY EZ6611 PID - EZ6611 EZ6611 STATE/COUNTY- NC/WAKE EZ6611 USGS QUAD - RALEIGH WEST (1988) EZ6611 EZ6611 *CURRENT SURVEY CONTROL EZ6611 ___________________________________________________________________ EZ6611* NAD 83(1986)- 35 51 02.46602(N) 078 38 37.11857(W) ADJUSTED EZ6611* NAVD 88 - 134.576 (meters) 441.52 (feet) ADJUSTED EZ6611 ___________________________________________________________________ EZ6611 LAPLACE CORR- -7.09 (seconds) DEFLEC99 EZ6611 GEOID HEIGHT- -32.71 (meters) GEOID03 EZ6611 DYNAMIC HT - 134.462 (meters) 441.15 (feet) COMP EZ6611 MODELED GRAV- 979,783.4 (mgal) NAVD 88 EZ6611 EZ6611 HORZ ORDER - SECOND EZ6611 VERT ORDER - SECOND CLASS II EZ6611 EZ6611.The North Carolina HARNS have been completed but, EZ6611.due to contractual restrictions, coordinates for these stations EZ6611.will NOT be published in the near future. In the interim, the EZ6611.published coordinates in North Carolina will not be EZ6611.consistent with the Continuously Operating Reference Stations EZ6611.(CORS). The HARN coordinates for these stations are available EZ6611.upon request. Contact Gary Thompson(919-733-3836). EZ6611. EZ6611.In addition, the published North Carolina positions EZ6611.(NAD 83 (1986)) are NOT consistent with those determined in EZ6611.adjacent state readjustments. The discontinuity between stations EZ6611.located in North Carolina and those in adjacent states EZ6611.which have been adjusted to the HARN may be as much as 5 EZ6611.decimeters. This will result in a significant loss of accuracy EZ6611.over lines crossing such state borders. EZ6611 EZ6611 EZ6611.The horizontal coordinates were established by classical geodetic methods EZ6611.and adjusted by the National Geodetic Survey in December 1992. EZ6611 EZ6611.The orthometric height was determined by differential leveling EZ6611.and adjusted by the National Geodetic Survey in September 1998. EZ6611 EZ6611.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6611 EZ6611.The geoid height was determined by GEOID03. EZ6611 EZ6611.The dynamic height is computed by dividing the NAVD 88 EZ6611.geopotential number by the normal gravity value computed on the EZ6611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6611.degrees latitude (g = 980.6199 gals.). EZ6611 EZ6611.The modeled gravity was interpolated from observed gravity values. EZ6611 EZ6611; North East Units Scale Factor Converg. EZ6611;SPC NC - 233,091.815 641,789.630 MT 0.99992712 +0 12 20.4 EZ6611;SPC NC - 764,735.40 2,105,604.81 sFT 0.99992712 +0 12 20.4 EZ6611;UTM 17 - 3,969,950.995 712,791.373 MT 1.00015799 +1 22 50.1 EZ6611 EZ6611! - Elev Factor x Scale Factor = Combined Factor EZ6611!SPC NC - 0.99998401 x 0.99992712 = 0.99991113 EZ6611!UTM 17 - 0.99998401 x 1.00015799 = 1.00014200 EZ6611 EZ6611 SUPERSEDED SURVEY CONTROL EZ6611 EZ6611 NGVD 29 (12/28/92) 134.85 (m) 442.4 (f) LEVELING 3 EZ6611 EZ6611.Superseded values are not recommended for survey control. EZ6611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6611.See file dsdata.txt to determine how the superseded data were derived. EZ6611 EZ6611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1279169951(NAD 83) EZ6611_MARKER: DH = HORIZONTAL CONTROL DISK EZ6611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6611_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6611_STAMPING: SHELLY 1987 EZ6611_MARK LOGO: NCGS EZ6611_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6611+STABILITY: SURFACE MOTION EZ6611 EZ6611 HISTORY - Date Condition Report By EZ6611 HISTORY - 1985 MONUMENTED NCGS EZ6611 HISTORY - 19870101 GOOD NCGS EZ6611 EZ6611 STATION DESCRIPTION EZ6611 EZ6611'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ6611'THE STATION IS LOCATED IN NORTH RALEIGH. EZ6611' EZ6611'ALONG SIX FORKS ROAD, 1.9 KM (1.2 MI) NORTH FROM THE OVERPASS BRIDGE EZ6611'OF THE BELTLINE, AT THE T-INTERSECTION WITH SHELLY ROAD, AT THE END EZ6611'OF THE FENCE ALONG A PROPERTY LINE. EZ6611' EZ6611'THE STATION IS A STANDARD NCGS DISK STAMPED---SHELLY 1985---, EZ6611'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6611'25 CM IN DIAMETER RECESSED 2 CM BELOW GROUND. LOCATED EZ6611'4.1 METERS (13.5 FT) WEST OF THE STREET CURB, EZ6611'46.1 METERS (151.3 FT) SOUTH OF THE CENTERLINE OF SHELLY ROAD, EZ6611'1.1 METER (3.5 FT) WEST OF THE WEST EDGE OF THE SIDEWALK, EZ6611'5.5 METERS (18.0 FT) NORTH OF THE NORTH EDGE OF A CIRCULAR DRIVEWAY, EZ6611'0.6 METERS (1.9 FT) EAST OF THE EAST END OF A FENCE, EZ6611'21.0 METERS (69.0 FT) EAST OF THE EAST CORNER OF THE HOLMQUIST EZ6611'RESIDENCE, EZ6611'22.6 METERS (74.0 FT) SOUTH OF THE SOUTH EDGE OF GREENES DRIVEWAY, EZ6611'AND 0.5 METERS (1.7 FT) WEST OF POWER POLE (337) WITH A REFERENCE EZ6611'TAG. EZ6611' EZ6611'MARK IS 2 FT ABOVE THE LEVEL OF THE STREET. EZ6611 EZ6611 STATION RECOVERY (1987) EZ6611 EZ6611'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ6611'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7361 *********************************************************************** AE7361 DESIGNATION - SHERK AE7361 PID - AE7361 AE7361 STATE/COUNTY- NC/WAKE AE7361 USGS QUAD - BAYLEAF (1987) AE7361 AE7361 *CURRENT SURVEY CONTROL AE7361 ___________________________________________________________________ AE7361* NAD 83(1986)- 35 54 23.86042(N) 078 43 13.42743(W) ADJUSTED AE7361* NAVD 88 - 155.948 (meters) 511.64 (feet) ADJUSTED AE7361 ___________________________________________________________________ AE7361 LAPLACE CORR- -7.47 (seconds) DEFLEC99 AE7361 GEOID HEIGHT- -32.24 (meters) GEOID03 AE7361 DYNAMIC HT - 155.816 (meters) 511.21 (feet) COMP AE7361 MODELED GRAV- 979,783.3 (mgal) NAVD 88 AE7361 AE7361 HORZ ORDER - SECOND AE7361 VERT ORDER - SECOND CLASS II AE7361 AE7361.The North Carolina HARNS have been completed but, AE7361.due to contractual restrictions, coordinates for these stations AE7361.will NOT be published in the near future. In the interim, the AE7361.published coordinates in North Carolina will not be AE7361.consistent with the Continuously Operating Reference Stations AE7361.(CORS). The HARN coordinates for these stations are available AE7361.upon request. Contact Gary Thompson(919-733-3836). AE7361. AE7361.In addition, the published North Carolina positions AE7361.(NAD 83 (1986)) are NOT consistent with those determined in AE7361.adjacent state readjustments. The discontinuity between stations AE7361.located in North Carolina and those in adjacent states AE7361.which have been adjusted to the HARN may be as much as 5 AE7361.decimeters. This will result in a significant loss of accuracy AE7361.over lines crossing such state borders. AE7361 AE7361 AE7361.The horizontal coordinates were established by classical geodetic methods AE7361.and adjusted by the National Geodetic Survey in March 1998. AE7361 AE7361.The orthometric height was determined by differential leveling AE7361.and adjusted by the National Geodetic Survey in September 1998. AE7361 AE7361.The Laplace correction was computed from DEFLEC99 derived deflections. AE7361 AE7361.The geoid height was determined by GEOID03. AE7361 AE7361.The dynamic height is computed by dividing the NAVD 88 AE7361.geopotential number by the normal gravity value computed on the AE7361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7361.degrees latitude (g = 980.6199 gals.). AE7361 AE7361.The modeled gravity was interpolated from observed gravity values. AE7361 AE7361; North East Units Scale Factor Converg. AE7361;SPC NC - 239,276.405 634,839.383 MT 0.99993779 +0 09 41.0 AE7361;SPC NC - 785,026.01 2,082,802.21 sFT 0.99993779 +0 09 41.0 AE7361;UTM 17 - 3,975,992.956 705,714.250 MT 1.00012148 +1 20 14.6 AE7361 AE7361! - Elev Factor x Scale Factor = Combined Factor AE7361!SPC NC - 0.99998058 x 0.99993779 = 0.99991838 AE7361!UTM 17 - 0.99998058 x 1.00012148 = 1.00010206 AE7361 AE7361 SUPERSEDED SURVEY CONTROL AE7361 AE7361 NGVD 29 (03/10/98) 156.22 (m) 512.5 (f) LEVELING 3 AE7361 AE7361.Superseded values are not recommended for survey control. AE7361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7361.See file dsdata.txt to determine how the superseded data were derived. AE7361 AE7361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0571475993(NAD 83) AE7361_MARKER: DH = HORIZONTAL CONTROL DISK AE7361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7361_STAMPING: SHERK 1986 AE7361_MARK LOGO: NCGS AE7361_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7361+STABILITY: SURFACE MOTION AE7361_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AE7361+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005 AE7361 AE7361 HISTORY - Date Condition Report By AE7361 HISTORY - 1986 MONUMENTED NCGS AE7361 HISTORY - 19870101 GOOD NCGS AE7361 HISTORY - 20050810 GOOD USPSQD AE7361 AE7361 STATION DESCRIPTION AE7361 AE7361'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7361'STATION IS LOCATED ABOUT 15.8 KM (9.80 MI) NORTH-NORTHWEST OF CAPITOL AE7361'SQUARE (IN RALEIGH), IN LEESVILLE COMMUNITY. ALONG SR 1829 (STRICKLAND AE7361'ROAD) FOR 0.6 KM (0.35 MI) EAST FROM SR 1822 (LEESVILLE ROAD), TO THE AE7361'TRANSMISSION POWER LINE CROSSING, ON THE SOUTH BANK AND ON THE EAST AE7361'PROLONGATION OF A PRIVACY LINE FENCE. MARK PROJECTS 1 INCH ABOVE AE7361'GROUND AND IS ABOUT 2 FEET (0.6 M) HIGHER THAN ROAD. LOCATED 13.6 M AE7361'(44.6 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE ROAD, 9.6 M (31.5 AE7361'FT) SOUTH-SOUTHWEST OF THE EAST END OF A DRIVEWAY CULVERT UNDER A AE7361'TRANSMISSION LINE, 51.2 M (168.0 FT) WEST-NORTHWEST OF THE NORTHWEST AE7361'CORNER OF--D. SHERK--FRAME METER BOX--AND 17.7 M (58.1 FT) AE7361'WEST-SOUTHWEST OF A CABLEVISION JUNCTION BOX BESIDE A POWER POLE WITH AE7361'A TRANSFORMER, 24.4 M (80.1 FT) NORTH-NORTHWEST OF A TRANSMISSION POLE AE7361'(383)--BOTH WITH REFERENCE TAGS. AE7361 AE7361 STATION RECOVERY (1987) AE7361 AE7361'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7361'RECOVERED AS DESCRIBED. AE7361 AE7361 STATION RECOVERY (2005) AE7361 AE7361'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) AE7361'N 35 54.358 AE7361'W 078 43.373 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0644 *********************************************************************** EZ0644 DESIGNATION - SHILOH EZ0644 PID - EZ0644 EZ0644 STATE/COUNTY- NC/WAKE EZ0644 USGS QUAD - CARY (1993) EZ0644 EZ0644 *CURRENT SURVEY CONTROL EZ0644 ___________________________________________________________________ EZ0644* NAD 83(1986)- 35 51 07.58092(N) 078 50 30.18523(W) ADJUSTED EZ0644* NAVD 88 - 113.677 (meters) 372.96 (feet) ADJUSTED EZ0644 ___________________________________________________________________ EZ0644 LAPLACE CORR- -6.02 (seconds) DEFLEC99 EZ0644 GEOID HEIGHT- -31.91 (meters) GEOID03 EZ0644 DYNAMIC HT - 113.582 (meters) 372.64 (feet) COMP EZ0644 MODELED GRAV- 979,795.3 (mgal) NAVD 88 EZ0644 EZ0644 HORZ ORDER - SECOND EZ0644 VERT ORDER - FIRST CLASS I EZ0644 EZ0644.The North Carolina HARNS have been completed but, EZ0644.due to contractual restrictions, coordinates for these stations EZ0644.will NOT be published in the near future. In the interim, the EZ0644.published coordinates in North Carolina will not be EZ0644.consistent with the Continuously Operating Reference Stations EZ0644.(CORS). The HARN coordinates for these stations are available EZ0644.upon request. Contact Gary Thompson(919-733-3836). EZ0644. EZ0644.In addition, the published North Carolina positions EZ0644.(NAD 83 (1986)) are NOT consistent with those determined in EZ0644.adjacent state readjustments. The discontinuity between stations EZ0644.located in North Carolina and those in adjacent states EZ0644.which have been adjusted to the HARN may be as much as 5 EZ0644.decimeters. This will result in a significant loss of accuracy EZ0644.over lines crossing such state borders. EZ0644 EZ0644 EZ0644.The horizontal coordinates were established by classical geodetic methods EZ0644.and adjusted by the National Geodetic Survey in July 1986. EZ0644 EZ0644.The orthometric height was determined by differential leveling EZ0644.and adjusted by the National Geodetic Survey in June 1991. EZ0644 EZ0644.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0644 EZ0644.The geoid height was determined by GEOID03. EZ0644 EZ0644.The dynamic height is computed by dividing the NAVD 88 EZ0644.geopotential number by the normal gravity value computed on the EZ0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0644.degrees latitude (g = 980.6199 gals.). EZ0644 EZ0644.The modeled gravity was interpolated from observed gravity values. EZ0644 EZ0644; North East Units Scale Factor Converg. EZ0644;SPC NC - 233,203.074 623,898.052 MT 0.99992737 +0 05 28.9 EZ0644;SPC NC - 765,100.42 2,046,905.53 sFT 0.99992737 +0 05 28.9 EZ0644;UTM 17 - 3,969,695.602 694,897.959 MT 1.00006808 +1 15 52.2 EZ0644 EZ0644! - Elev Factor x Scale Factor = Combined Factor EZ0644!SPC NC - 0.99998717 x 0.99992737 = 0.99991454 EZ0644!UTM 17 - 0.99998717 x 1.00006808 = 1.00005525 EZ0644 EZ0644: Primary Azimuth Mark Grid Az EZ0644:SPC NC - KOPPERS 147 20 33.6 EZ0644:UTM 17 - KOPPERS 146 10 10.3 EZ0644 EZ0644|---------------------------------------------------------------------| EZ0644| PID Reference Object Distance Geod. Az | EZ0644| dddmmss.s | EZ0644| EZ0645 KOPPERS APPROX. 0.8 KM 1472602.5 | EZ0644|---------------------------------------------------------------------| EZ0644 EZ0644 SUPERSEDED SURVEY CONTROL EZ0644 EZ0644 NAD 27 - 35 51 07.05593(N) 078 50 31.16456(W) AD( ) 2 EZ0644 NGVD 29 (??/??/92) 113.931 (m) 373.79 (f) ADJ UNCH 1 1 EZ0644 EZ0644.Superseded values are not recommended for survey control. EZ0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0644.See file dsdata.txt to determine how the superseded data were derived. EZ0644 EZ0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9489869696(NAD 83) EZ0644_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION EZ0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0644_STAMPING: SHILOH 1967 EZ0644_MAGNETIC: N = NO MAGNETIC MATERIAL EZ0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0644+STABILITY: SURFACE MOTION EZ0644 EZ0644 HISTORY - Date Condition Report By EZ0644 HISTORY - 1967 MONUMENTED NCGS EZ0644 HISTORY - 1967 GOOD NGS EZ0644 HISTORY - 1980 GOOD LOCENG EZ0644 HISTORY - 1984 GOOD USPSQD EZ0644 HISTORY - 1988 POOR USPSQD EZ0644 HISTORY - 20050518 MARK NOT FOUND GEOCAC EZ0644 EZ0644 STATION DESCRIPTION EZ0644 EZ0644'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ0644'SHILOH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ0644'THE VICINITY OF MORRISVILLE, NORTH CAROLINA. EZ0644' EZ0644'SHILOH IS LOCATED APPROXIMATELY 2.3 MILES ENE OF MORRISVILLE EZ0644'AND 2.5 MILES ENE OF CARPENTER. TO REACH STATION PROCEED FROM EZ0644'THE INTERSECTION OF SR 1980 AND NC 54. GO SOUTH ON NC 54 FOR EZ0644'1.3 MILES TO INTERSECTION OF SR 1706. TURN WEST ON SR 1706 EZ0644'FOR ABOUT 130 FEET TO RAILROAD, AND STATION. STATION IS IN THE EZ0644'SOUTHWEST QUADRANT FORMED BY INTERSECTION OF SR 1706 AND EZ0644'RAILROAD. ABOUT 200 FEET SOUTHEAST OF SOUTHEAST CORNER OF EZ0644'SHILOH BAPTIST CHURCH. EZ0644' EZ0644'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0644'SHILOH 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ0644'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0644' EZ0644'MARK IS EZ0644' EZ0644'13.0 FT SSW OF C/L OF INTERSECTION OF W RAIL AND SR 1706 EZ0644' EZ0644'5.2 FT NNE OF W RAILROAD CAUTION SIGNAL WITH ALUMINUM REF. TAG EZ0644' EZ0644'28.3 FT SSW OF E RAILROAD CAUTION SIGNAL WITH ALUMINUM REF. TAG EZ0644' EZ0644'68.4 FT SW OF 4X4 CIRCULAR RR CAUTION SIGN POST WITH ALUMINUM EZ0644'REF. TAG EZ0644' EZ0644'36.0 FT NW OF WHISTLE SIGNAL EZ0644' EZ0644'54.4 FT SW OF WHISTLE SIGNAL EZ0644 EZ0644 STATION RECOVERY (1967) EZ0644 EZ0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 EZ0644'2.2 MI N FROM MORRISVILLE. EZ0644'ABOUT 2.2 MILES NORTH ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD EZ0644'FROM THE POST OFFICE AT MORRISVILLE, AT A CROSSING OF THE EZ0644'RAILROAD AND SECONDARY ROAD 1706, 6 1/2 FEET SOUTHWEST OF THE EZ0644'SOUTHWEST RAIL OF THE TRACK, 14 1/2 FEET SOUTHEAST OF THE EZ0644'CENTERLINE OF SECONDARY ROAD 1706 AND IN THE SOUTHEAST SHOULDER EZ0644'OF THE ROAD, 200 FEET EAST OF THE EAST CORNER OF THE SHILOH EZ0644'BAPTIST CHURCH, 54 1/2 FEET SOUTHEAST OF A WHISTLE SIGN POST, EZ0644'36 FEET NORTHWEST OF A WHISTLE SIGN POST, ABOUT LEVEL WITH THE EZ0644'TRACK, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE EZ0644'SURFACE OF THE GROUND. EZ0644 EZ0644 STATION RECOVERY (1980) EZ0644 EZ0644'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1980 (RWK) EZ0644'THE STATION IS IN GOOD CONDITION EXCEPT THE MONUMENT IS LEANING. A EZ0644'WITNESS SIGN IS NEXT TO THE MONUMENT. EZ0644 EZ0644 STATION RECOVERY (1984) EZ0644 EZ0644'RECOVERY NOTE BY US POWER SQUADRON 1984 (WKB) EZ0644'SHILOH MARK GOOD. LEANING SLIGHTLY. WITNESS POST LEANING AND EZ0644'DAMAGED. EZ0644 EZ0644 STATION RECOVERY (1988) EZ0644 EZ0644'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EZ0644'MARK RECOVERED IN POOR CONDITION. EZ0644 EZ0644 STATION RECOVERY (2005) EZ0644 EZ0644'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ0644'AREA HAS BEEN REGRADED FOR INSTALLATION OF CROSSARM AND SIGNAL DEVICE. EZ0644'(NORFOLK AND SOUTHERN ID 734-749-U AT MILEPOST H-66.5) 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6449 *********************************************************************** EZ6449 DESIGNATION - SHIRE EZ6449 PID - EZ6449 EZ6449 STATE/COUNTY- NC/WAKE EZ6449 USGS QUAD - RALEIGH WEST (1988) EZ6449 EZ6449 *CURRENT SURVEY CONTROL EZ6449 ___________________________________________________________________ EZ6449* NAD 83(1986)- 35 45 47.34390(N) 078 41 40.95781(W) ADJUSTED EZ6449* NAVD 88 - 108.514 (meters) 356.02 (feet) ADJUSTED EZ6449 ___________________________________________________________________ EZ6449 LAPLACE CORR- -6.77 (seconds) DEFLEC99 EZ6449 GEOID HEIGHT- -32.71 (meters) GEOID03 EZ6449 DYNAMIC HT - 108.420 (meters) 355.71 (feet) COMP EZ6449 MODELED GRAV- 979,763.5 (mgal) NAVD 88 EZ6449 EZ6449 HORZ ORDER - SECOND EZ6449 VERT ORDER - SECOND CLASS I EZ6449 EZ6449.The North Carolina HARNS have been completed but, EZ6449.due to contractual restrictions, coordinates for these stations EZ6449.will NOT be published in the near future. In the interim, the EZ6449.published coordinates in North Carolina will not be EZ6449.consistent with the Continuously Operating Reference Stations EZ6449.(CORS). The HARN coordinates for these stations are available EZ6449.upon request. Contact Gary Thompson(919-733-3836). EZ6449. EZ6449.In addition, the published North Carolina positions EZ6449.(NAD 83 (1986)) are NOT consistent with those determined in EZ6449.adjacent state readjustments. The discontinuity between stations EZ6449.located in North Carolina and those in adjacent states EZ6449.which have been adjusted to the HARN may be as much as 5 EZ6449.decimeters. This will result in a significant loss of accuracy EZ6449.over lines crossing such state borders. EZ6449 EZ6449 EZ6449.The horizontal coordinates were established by classical geodetic methods EZ6449.and adjusted by the National Geodetic Survey in March 1992. EZ6449 EZ6449.The orthometric height was determined by differential leveling EZ6449.and adjusted by the National Geodetic Survey in December 1991. EZ6449 EZ6449.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6449 EZ6449.The geoid height was determined by GEOID03. EZ6449 EZ6449.The dynamic height is computed by dividing the NAVD 88 EZ6449.geopotential number by the normal gravity value computed on the EZ6449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6449.degrees latitude (g = 980.6199 gals.). EZ6449 EZ6449.The modeled gravity was interpolated from observed gravity values. EZ6449 EZ6449; North East Units Scale Factor Converg. EZ6449;SPC NC - 223,364.907 637,206.855 MT 0.99991233 +0 10 34.3 EZ6449;SPC NC - 732,823.03 2,090,569.49 sFT 0.99991233 +0 10 34.3 EZ6449;UTM 17 - 3,960,130.063 708,407.724 MT 1.00013524 +1 20 52.0 EZ6449 EZ6449! - Elev Factor x Scale Factor = Combined Factor EZ6449!SPC NC - 0.99998810 x 0.99991233 = 0.99990043 EZ6449!UTM 17 - 0.99998810 x 1.00013524 = 1.00012334 EZ6449 EZ6449 SUPERSEDED SURVEY CONTROL EZ6449 EZ6449 NAVD 88 (03/04/92) 108.51 (m) 356.0 (f) LEVELING 3 EZ6449 EZ6449.Superseded values are not recommended for survey control. EZ6449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6449.See file dsdata.txt to determine how the superseded data were derived. EZ6449 EZ6449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0840860130(NAD 83) EZ6449_MARKER: DH = HORIZONTAL CONTROL DISK EZ6449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6449_SP_SET: CONCRETE POST EZ6449_STAMPING: SHIRE 1988 EZ6449_MARK LOGO: NCGS EZ6449_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6449+STABILITY: SURFACE MOTION EZ6449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6449+SATELLITE: SATELLITE OBSERVATIONS - 1988 EZ6449 EZ6449 HISTORY - Date Condition Report By EZ6449 HISTORY - 1988 MONUMENTED NCGS EZ6449 EZ6449 STATION DESCRIPTION EZ6449 EZ6449'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ6449'STATION IS LOCATED IN SOUTHWEST RALEIGH. EZ6449'ALONG GORMAN STREET FOR 0.65 KM (0.40 MI) NORTHEAST FROM THE I-40 EZ6449'OVERPASS AT SHIRE DRIVE, ON A LARGE CUT AT AN APARTMENT COMPLEX. EZ6449'STATION IS A STANDARD NCGS DISK STAMPED---SHIRE 1988---, SET IN TOP OF EZ6449'A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER AND RECESSED 2 CM BELOW EZ6449'GROUND SURFACE, AND IS 30 FEET ABOVE ROAD. LOCATED 25.4 M (83.3 FT) EZ6449'SLOPE- SOUTHEAST OF THE CENTERLINE OF NORTHBOUND LANES-GORMAN EZ6449'STREET-, 20.3 M (66.6 FT) NORTH OF NORTHWEST CORNER OF APARTMENT EZ6449'BUILDING, 12.6 M (41.3 FT) WEST-NORTHWEST OF TELEPHONE PEDESTAL--AND EZ6449'21.6 M (70.9 FT) SOUTHWEST OF A 24-INCH PINE, 6.5 M (21.3 FT) NORTH EZ6449'OF AN 18-INCH PINE--BOTH WITH REFERENCE TAGS. EZ6449'STATION IS LOCATED IN SOUTHWEST RALEIGH. EZ6449'ALONG GORMAN STREET FOR 0.65 KM (0.40 MI) NORTHEAST FROM THE I-40 EZ6449'OVERPASS AT SHIRE DRIVE, ON A LARGE CUT AT AN APARTMENT COMPLEX. EZ6449'STATION IS A STANDARD NCGS DISK STAMPED---SHIRE 1988---, SET IN TOP OF EZ6449'A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER AND RECESSED 2 CM BELOW EZ6449'GROUND SURFACE, AND IS 30 FEET ABOVE ROAD. LOCATED 25.4 M (83.3 FT) EZ6449'SLOPE- SOUTHEAST OF THE CENTERLINE OF NORTH BOUND LANES-GORMAN EZ6449'STREET-, 20.3 M (66.6 FT) NORTH OF NORTHWEST CORNER OF APARTMENT EZ6449'BUILDING, 12.6 M (41.3 FT) WEST-NORTHWEST OF TELEPHONE PEDESTAL--AND EZ6449'21.6 M (70.9 FT) SOUTHWEST OF A 24-INCH PINE, 6.5 M (21.3 FT) NORTH EZ6449'OF AN 18-INCH PINE--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2527 *********************************************************************** EZ2527 DESIGNATION - SHONEYS EZ2527 PID - EZ2527 EZ2527 STATE/COUNTY- NC/WAKE EZ2527 USGS QUAD - RALEIGH EAST (1993) EZ2527 EZ2527 *CURRENT SURVEY CONTROL EZ2527 ___________________________________________________________________ EZ2527* NAD 83(1986)- 35 48 05.53114(N) 078 37 27.17665(W) ADJUSTED EZ2527* NAVD 88 - 70.258 (meters) 230.50 (feet) ADJUSTED EZ2527 ___________________________________________________________________ EZ2527 LAPLACE CORR- -7.62 (seconds) DEFLEC99 EZ2527 GEOID HEIGHT- -32.92 (meters) GEOID03 EZ2527 DYNAMIC HT - 70.198 (meters) 230.31 (feet) COMP EZ2527 MODELED GRAV- 979,772.5 (mgal) NAVD 88 EZ2527 EZ2527 HORZ ORDER - SECOND EZ2527 VERT ORDER - SECOND CLASS II EZ2527 EZ2527.The North Carolina HARNS have been completed but, EZ2527.due to contractual restrictions, coordinates for these stations EZ2527.will NOT be published in the near future. In the interim, the EZ2527.published coordinates in North Carolina will not be EZ2527.consistent with the Continuously Operating Reference Stations EZ2527.(CORS). The HARN coordinates for these stations are available EZ2527.upon request. Contact Gary Thompson(919-733-3836). EZ2527. EZ2527.In addition, the published North Carolina positions EZ2527.(NAD 83 (1986)) are NOT consistent with those determined in EZ2527.adjacent state readjustments. The discontinuity between stations EZ2527.located in North Carolina and those in adjacent states EZ2527.which have been adjusted to the HARN may be as much as 5 EZ2527.decimeters. This will result in a significant loss of accuracy EZ2527.over lines crossing such state borders. EZ2527 EZ2527 EZ2527.The horizontal coordinates were established by classical geodetic methods EZ2527.and adjusted by the National Geodetic Survey in July 1986. EZ2527 EZ2527.The orthometric height was determined by differential leveling EZ2527.and adjusted by the National Geodetic Survey in June 1991. EZ2527 EZ2527.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2527 EZ2527.The geoid height was determined by GEOID03. EZ2527 EZ2527.The dynamic height is computed by dividing the NAVD 88 EZ2527.geopotential number by the normal gravity value computed on the EZ2527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2527.degrees latitude (g = 980.6199 gals.). EZ2527 EZ2527.The modeled gravity was interpolated from observed gravity values. EZ2527 EZ2527; North East Units Scale Factor Converg. EZ2527;SPC NC - 227,645.428 643,565.157 MT 0.99991852 +0 13 00.8 EZ2527;SPC NC - 746,866.71 2,111,430.02 sFT 0.99991852 +0 13 00.8 EZ2527;UTM 17 - 3,964,540.835 714,678.585 MT 1.00016793 +1 23 25.1 EZ2527 EZ2527! - Elev Factor x Scale Factor = Combined Factor EZ2527!SPC NC - 0.99999414 x 0.99991852 = 0.99991266 EZ2527!UTM 17 - 0.99999414 x 1.00016793 = 1.00016207 EZ2527 EZ2527: Primary Azimuth Mark Grid Az EZ2527:SPC NC - BONDED 276 51 58.0 EZ2527:UTM 17 - BONDED 275 41 33.7 EZ2527 EZ2527|---------------------------------------------------------------------| EZ2527| PID Reference Object Distance Geod. Az | EZ2527| dddmmss.s | EZ2527| AE7507 REDSKINS 369.729 METERS 00455 | EZ2527| EZ6580 MURRAY 477.779 METERS 0721930.4 | EZ2527| EZ2528 BONDED 477.378 METERS 2770458.8 | EZ2527|---------------------------------------------------------------------| EZ2527 EZ2527 SUPERSEDED SURVEY CONTROL EZ2527 EZ2527 NAD 27 - 35 48 04.99033(N) 078 37 28.16290(W) AD( ) 2 EZ2527 NGVD 29 (??/??/92) 70.537 (m) 231.42 (f) ADJ UNCH 2 2 EZ2527 EZ2527.Superseded values are not recommended for survey control. EZ2527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2527.See file dsdata.txt to determine how the superseded data were derived. EZ2527 EZ2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1467964541(NAD 83) EZ2527_MARKER: DE = TRAVERSE STATION DISK EZ2527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2527_SP_SET: CONCRETE POST EZ2527_STAMPING: SHONEYS 1967 EZ2527_MARK LOGO: NCGS EZ2527_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ2527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2527+STABILITY: SURFACE MOTION EZ2527 EZ2527 HISTORY - Date Condition Report By EZ2527 HISTORY - 1967 MONUMENTED NCGS EZ2527 HISTORY - 1976 GOOD NCGS EZ2527 HISTORY - 1983 GOOD NCGS EZ2527 HISTORY - 1983 GOOD NCGS EZ2527 HISTORY - 19880301 GOOD NCGS EZ2527 EZ2527 STATION DESCRIPTION EZ2527 EZ2527'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ2527'SHONEYS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2527'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ2527' EZ2527'SHONEYS IS LOCATED APPROXIMATELY 1.7 MILES NNE OF RALEIGH EZ2527'CAPITOL SQUARE. STATION IS 1.45 MILES SOUTHWEST ALONG NORTH EZ2527'BOULEVARD FROM U.S. 1 BYPASS. 1.0 MILE SOUTHWEST OF BRIDGE EZ2527'OVER CRABTREE CREEK, 0.1 MILE EAST OF BRIDGE OVER NORTH EZ2527'BOULEVARD ON MAIN LINE OF SEABOARD AIRLINE RR. APPROXIMATELY EZ2527'125 FT EAST OF BRIDGE OVER OLD WAKE FOREST RD., AND EZ2527'APPROXIMATELY 400 FT WEST OF JOHNNYS MOTOR LODGE. EZ2527' EZ2527'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2527'SHONEYS 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2527'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EZ2527' EZ2527'MARK IS EZ2527' EZ2527'19.3 FT NE OF 4 INCH PINE ON S SIDE OF S BOUND LANE OF EZ2527'NORTH BOULEVARD WITH ALUMINUM REF. TAG EZ2527' EZ2527'19.3 FT S OF C/L OF S BOUND LANE OF NORTH BOULEVARD EZ2527' EZ2527'68.0 FT E OF 45 MPH WOODEN SIGN POLE ON S SIDE OF S BOUND EZ2527'LANE OF NORTH BOULEVARD WITH ALUMINUM REF. TAG EZ2527' EZ2527'73.5 FT SE OF 45 MPH WOODEN SIGN POLE ON N SIDE OF S BOUND EZ2527'LANE OF NORTH BOULEVARD WITH ALUMINUM REF. TAG EZ2527' EZ2527'115.8 FT E OF SE END OF BRIDGE ABUTMENT ON S SIDE OF S BOUND EZ2527'LANE OF NORTH BOULEVARD EZ2527 EZ2527 STATION RECOVERY (1976) EZ2527 EZ2527'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2527'1.7 MI NNE FROM RALEIGH. EZ2527'STATION IS LOCATED ALONG THE SOUTH BOUND LANE OF NORTH BOULEVARD EZ2527'APPROXIMATELY 150 FEET EAST OF NORTH BOULEVARD OVERPASS OF OLD WAKE EZ2527'FOREST ROAD AND 700 FEET EAST OF THE SEABOARD COAST LINE RR BRIDGE EZ2527'OVER THE BOULEVARD. 19.3 FT. S OF CENTER LINE OF SOUTH BOUND LANE OF EZ2527'NORTH BOULEVARD, 67.0 FT. E OF 45 MPH METAL SIGN POLE ON SOUTH SIDE OF EZ2527'SOUTH BOUND LANE OF NORTH BOULEVARD WITH ALUMINUM REF. TAG AND 115.4 EZ2527'FT. E OF EAST END OF BRIDGE ABUTMENT ON SOUTH SIDE OF SOUTH BOUND LANE EZ2527'OF NORTH BOULEVARD. DISK IS SET IN CONCRETE CYLINDER, 3 INCHES BELOW EZ2527'THE SURFACE OF THE GROUND. EZ2527 EZ2527 STATION RECOVERY (1983) EZ2527 EZ2527'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG) EZ2527'THE STATION WAS RECOVERED AT THIS DATE. EZ2527'THE MARK WAS FOUND IN GOOD CONDITION. EZ2527' EZ2527'MARK IS 4.3 FEET NORTH OF A GUARD RAIL AND 115.8 FEET EAST OF EZ2527'SOUTHEAST CORNER OF BRIDGE ABUTMENT. EZ2527 EZ2527 STATION RECOVERY (1983) EZ2527 EZ2527'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 EZ2527'RECOVERED IN GOOD CONDITION EXCEPT ADD MARK IS 115.8 FEET EAST OF THE EZ2527'SOUTHEAST END OF BRIDGE ABUTMENT AND 4.3 FEET NORTH OF A GUARD RAIL. EZ2527 EZ2527 STATION RECOVERY (1988) EZ2527 EZ2527'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (EWB) EZ2527'RECOVERED AS DESCRIBED IN 1983 RECOVERY BY NCGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0749 *********************************************************************** EZ0749 DESIGNATION - SHOP EZ0749 PID - EZ0749 EZ0749 STATE/COUNTY- NC/WAKE EZ0749 USGS QUAD - GARNER (1993) EZ0749 EZ0749 *CURRENT SURVEY CONTROL EZ0749 ___________________________________________________________________ EZ0749* NAD 83(1986)- 35 42 37.72536(N) 078 37 23.16903(W) ADJUSTED EZ0749* NAVD 88 - 117.606 (meters) 385.85 (feet) ADJUSTED EZ0749 ___________________________________________________________________ EZ0749 LAPLACE CORR- -7.44 (seconds) DEFLEC99 EZ0749 GEOID HEIGHT- -33.13 (meters) GEOID03 EZ0749 DYNAMIC HT - 117.503 (meters) 385.51 (feet) COMP EZ0749 MODELED GRAV- 979,752.4 (mgal) NAVD 88 EZ0749 EZ0749 HORZ ORDER - SECOND EZ0749 VERT ORDER - FIRST CLASS I EZ0749 EZ0749.The North Carolina HARNS have been completed but, EZ0749.due to contractual restrictions, coordinates for these stations EZ0749.will NOT be published in the near future. In the interim, the EZ0749.published coordinates in North Carolina will not be EZ0749.consistent with the Continuously Operating Reference Stations EZ0749.(CORS). The HARN coordinates for these stations are available EZ0749.upon request. Contact Gary Thompson(919-733-3836). EZ0749. EZ0749.In addition, the published North Carolina positions EZ0749.(NAD 83 (1986)) are NOT consistent with those determined in EZ0749.adjacent state readjustments. The discontinuity between stations EZ0749.located in North Carolina and those in adjacent states EZ0749.which have been adjusted to the HARN may be as much as 5 EZ0749.decimeters. This will result in a significant loss of accuracy EZ0749.over lines crossing such state borders. EZ0749 EZ0749 EZ0749.The horizontal coordinates were established by classical geodetic methods EZ0749.and adjusted by the National Geodetic Survey in July 1986. EZ0749 EZ0749.The orthometric height was determined by differential leveling EZ0749.and adjusted by the National Geodetic Survey in June 1991. EZ0749 EZ0749.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0749 EZ0749.The geoid height was determined by GEOID03. EZ0749 EZ0749.The dynamic height is computed by dividing the NAVD 88 EZ0749.geopotential number by the normal gravity value computed on the EZ0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0749.degrees latitude (g = 980.6199 gals.). EZ0749 EZ0749.The modeled gravity was interpolated from observed gravity values. EZ0749 EZ0749; North East Units Scale Factor Converg. EZ0749;SPC NC - 217,543.578 643,704.127 MT 0.99990456 +0 13 03.1 EZ0749;SPC NC - 713,724.22 2,111,885.96 sFT 0.99990456 +0 13 03.1 EZ0749;UTM 17 - 3,954,441.340 715,024.218 MT 1.00016978 +1 23 16.4 EZ0749 EZ0749! - Elev Factor x Scale Factor = Combined Factor EZ0749!SPC NC - 0.99998674 x 0.99990456 = 0.99989130 EZ0749!UTM 17 - 0.99998674 x 1.00016978 = 1.00015652 EZ0749 EZ0749: Primary Azimuth Mark Grid Az EZ0749:SPC NC - LOOP 304 26 05.5 EZ0749:UTM 17 - LOOP 303 15 52.2 EZ0749 EZ0749|---------------------------------------------------------------------| EZ0749| PID Reference Object Distance Geod. Az | EZ0749| dddmmss.s | EZ0749| EZ5303 LOOP APPROX. 1.2 KM 3043908.6 | EZ0749|---------------------------------------------------------------------| EZ0749 EZ0749 SUPERSEDED SURVEY CONTROL EZ0749 EZ0749 NAD 27 - 35 42 37.17407(N) 078 37 24.15382(W) AD( ) 2 EZ0749 NGVD 29 (??/??/92) 117.851 (m) 386.65 (f) ADJ UNCH 1 1 EZ0749 EZ0749.Superseded values are not recommended for survey control. EZ0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0749.See file dsdata.txt to determine how the superseded data were derived. EZ0749 EZ0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1502454441(NAD 83) EZ0749_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION EZ0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0749_STAMPING: SHOP 1965 EZ0749_MARK LOGO: NCGS EZ0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0749+STABILITY: SURFACE MOTION EZ0749_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ0749+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2005 EZ0749 EZ0749 HISTORY - Date Condition Report By EZ0749 HISTORY - 1965 MONUMENTED NCGS EZ0749 HISTORY - 1968 GOOD NGS EZ0749 HISTORY - 1968 GOOD NGS EZ0749 HISTORY - 1973 GOOD NCGS EZ0749 HISTORY - 1978 GOOD NCGS EZ0749 HISTORY - 1978 POOR NCGS EZ0749 HISTORY - 1978 GOOD DOD EZ0749 HISTORY - 20040607 GOOD USPSQD EZ0749 HISTORY - 20050530 GOOD USPSQD EZ0749 EZ0749 STATION DESCRIPTION EZ0749 EZ0749'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ0749'SHOP IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ0749'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ0749' EZ0749'SHOP IS 5.5 MILES SSE OF RALEIGH. LOCATED 0.85 MILES S EZ0749'ALONG U.S. 70 FROM SR 2539 (LOOP RD.) AND U.S. 70 INTERSECTION. 0.6 EZ0749'MILES N OF NC 50. AT THE SE END OF VANDORA SPRINGS RD. BRIDGE EZ0749'THAT CROSSES U.S. 70. AND IN THE BRIDGE CURB. EZ0749' EZ0749'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0749'SHOP 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ0749'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0749' EZ0749'MARK IS EZ0749' EZ0749'21.0 FT E OF C/L OF VANDORA RD. EZ0749' EZ0749'4.8 FT E OF YELLOW ARROW ON BRIDGE CURB EZ0749' EZ0749'4.7 FT SE OF YELLOW ARROW PAINTED ON BRIDGE ABUTMENT EZ0749' EZ0749'5.2 FT E OF SPEED SIGN WITH ALUMINUM REF. TAG EZ0749' EZ0749'77.6 FT NW OF LAMP POLE WITH ALUMINUM REF. TAG EZ0749' EZ0749'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ0749 EZ0749 STATION RECOVERY (1968) EZ0749 EZ0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968 EZ0749'1.2 MI NW FROM GARNER. EZ0749'ABOUT 0.95 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY EZ0749'RAILROAD FROM THE STATION AT GARNER, THENCE 0.25 MILE SOUTHWEST EZ0749'ALONG VANDORA SPRINGS ROAD TO THE OVERPASS FOR U.S. HIGHWAY 70, EZ0749'21 1/2 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 3 1/2 FEET EZ0749'SOUTH OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE GUARD RAIL EZ0749'ON THE OVERPASS, 78 FEET NORTH OF A LIGHT POST WHICH IS LOCATED EZ0749'AT THE SOUTH CORNER OF THE OVERPASS, 2 1/2 FEET SOUTHEAST OF A EZ0749'METAL GUARD RAIL, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD, AND EZ0749'SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE SURFACE EZ0749'OF THE GROUND. EZ0749 EZ0749 STATION RECOVERY (1968) EZ0749 EZ0749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968 EZ0749'ABOUT 0.95 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD EZ0749'FROM THE STATION AT GARNER, THENCE 0.25 MILE SOUTHWEST ALONG VANDORA EZ0749'SPRINGS ROAD TO THE OVERPASS FOR U.S. HIGHWAY 70, 21 1/2 FEET EZ0749'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 3 1/2 FEET SOUTH OF THE EZ0749'SOUTHWEST END OF THE SOUTHEAST CONCRETE GUARD RAIL ON THE OVERPASS, 78 EZ0749'FEET NORTH OF A LIGHT POST WHICH IS LOCATED AT THE SOUTH CORNER OF THE EZ0749'OVERPASS, 2 1/2 FEET SOUTHEAST OF A METAL GUARD RAIL, ABOUT 2 FEET EZ0749'ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST EZ0749'ABOUT LEVEL WITH THE SURFACE OF THE GROUND. EZ0749 EZ0749 STATION RECOVERY (1973) EZ0749 EZ0749'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0749'RECOVERED IN GOOD CONDITION. EZ0749 EZ0749 STATION RECOVERY (1978) EZ0749 EZ0749'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (CEH) EZ0749'THE STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION. THE EZ0749'PAINTED ARROW ON THE ABUTMENT WAS NOT REPLACED. EZ0749 EZ0749 STATION RECOVERY (1978) EZ0749 EZ0749'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EZ0749'RECOVERED IN POOR CONDITION. THE 1968 DESCRIPTION IS ADEQUATE EXCEPT EZ0749'THE STATION SHOULD BE REMOVED FROM THE VERTICAL CONTROL DATUM. IT IS EZ0749'CONTINUALLY SINKING AS COMPARISON CONTINUE IN L-21317, L-23107,L-24277 EZ0749'AND AGAIN IN THIS PROJECT. THE LOCATION OF THE MARK IS IN FILL DIRT EZ0749'ALONG THE EDGE OF THE LOOPING CURB LEADING FROM THE END OF A BRIDGE. EZ0749'A SLAB OF SIDEWALK AT THE END OF THE BRIDGE HAS BROKEN AS IT SETTLED EZ0749'AND FILL DIRT HAS BEEN ADDED IN AREA OF MARK. EZ0749 EZ0749 STATION RECOVERY (1978) EZ0749 EZ0749'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978 EZ0749'RECOVERED IN GOOD CONDITION. EZ0749 EZ0749 STATION RECOVERY (2004) EZ0749 EZ0749'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN) EZ0749'RECOVERED IN GOOD CONDITION. EZ0749 EZ0749 STATION RECOVERY (2005) EZ0749 EZ0749'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ0749'N 35 42.628 EZ0749'W 078 37.386 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2222 *********************************************************************** EZ2222 DESIGNATION - SHOPCENT EZ2222 PID - EZ2222 EZ2222 STATE/COUNTY- NC/WAKE EZ2222 USGS QUAD - GARNER (1993) EZ2222 EZ2222 *CURRENT SURVEY CONTROL EZ2222 ___________________________________________________________________ EZ2222* NAD 83(1986)- 35 37 48.64283(N) 078 36 36.77959(W) ADJUSTED EZ2222* NAVD 88 - 111.336 (meters) 365.27 (feet) ADJUSTED EZ2222 ___________________________________________________________________ EZ2222 LAPLACE CORR- -7.01 (seconds) DEFLEC99 EZ2222 GEOID HEIGHT- -33.29 (meters) GEOID03 EZ2222 DYNAMIC HT - 111.238 (meters) 364.95 (feet) COMP EZ2222 MODELED GRAV- 979,752.2 (mgal) NAVD 88 EZ2222 EZ2222 HORZ ORDER - SECOND EZ2222 VERT ORDER - SECOND CLASS II EZ2222 EZ2222.The North Carolina HARNS have been completed but, EZ2222.due to contractual restrictions, coordinates for these stations EZ2222.will NOT be published in the near future. In the interim, the EZ2222.published coordinates in North Carolina will not be EZ2222.consistent with the Continuously Operating Reference Stations EZ2222.(CORS). The HARN coordinates for these stations are available EZ2222.upon request. Contact Gary Thompson(919-733-3836). EZ2222. EZ2222.In addition, the published North Carolina positions EZ2222.(NAD 83 (1986)) are NOT consistent with those determined in EZ2222.adjacent state readjustments. The discontinuity between stations EZ2222.located in North Carolina and those in adjacent states EZ2222.which have been adjusted to the HARN may be as much as 5 EZ2222.decimeters. This will result in a significant loss of accuracy EZ2222.over lines crossing such state borders. EZ2222 EZ2222 EZ2222.The horizontal coordinates were established by classical geodetic methods EZ2222.and adjusted by the National Geodetic Survey in July 1986. EZ2222 EZ2222.The orthometric height was determined by differential leveling EZ2222.and adjusted by the National Geodetic Survey in June 1991. EZ2222 EZ2222.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2222 EZ2222.The geoid height was determined by GEOID03. EZ2222 EZ2222.The dynamic height is computed by dividing the NAVD 88 EZ2222.geopotential number by the normal gravity value computed on the EZ2222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2222.degrees latitude (g = 980.6199 gals.). EZ2222 EZ2222.The modeled gravity was interpolated from observed gravity values. EZ2222 EZ2222; North East Units Scale Factor Converg. EZ2222;SPC NC - 208,639.450 644,905.064 MT 0.99989434 +0 13 29.9 EZ2222;SPC NC - 684,511.26 2,115,826.03 sFT 0.99989434 +0 13 29.9 EZ2222;UTM 17 - 3,945,561.133 716,406.950 MT 1.00017714 +1 23 33.8 EZ2222 EZ2222! - Elev Factor x Scale Factor = Combined Factor EZ2222!SPC NC - 0.99998775 x 0.99989434 = 0.99988209 EZ2222!UTM 17 - 0.99998775 x 1.00017714 = 1.00016489 EZ2222 EZ2222: Primary Azimuth Mark Grid Az EZ2222:SPC NC - WAYNE 156 15 39.5 EZ2222:UTM 17 - WAYNE 155 05 35.6 EZ2222 EZ2222|---------------------------------------------------------------------| EZ2222| PID Reference Object Distance Geod. Az | EZ2222| dddmmss.s | EZ2222| EZ2223 WAYNE APPROX. 1.1 KM 1562909.4 | EZ2222|---------------------------------------------------------------------| EZ2222 EZ2222 SUPERSEDED SURVEY CONTROL EZ2222 EZ2222 NAD 27 - 35 37 48.08960(N) 078 36 37.75448(W) AD( ) 2 EZ2222 NGVD 29 (??/??/92) 111.582 (m) 366.08 (f) ADJ UNCH 2 2 EZ2222 EZ2222.Superseded values are not recommended for survey control. EZ2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2222.See file dsdata.txt to determine how the superseded data were derived. EZ2222 EZ2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1640745561(NAD 83) EZ2222_MARKER: DE = TRAVERSE STATION DISK EZ2222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2222_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2222_STAMPING: SHOPCENT 1976 EZ2222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2222+STABILITY: SURFACE MOTION EZ2222 EZ2222 HISTORY - Date Condition Report By EZ2222 HISTORY - 1976 MONUMENTED NCGS EZ2222 HISTORY - 1976 GOOD NCGS EZ2222 HISTORY - 20050820 MARK NOT FOUND GEOCAC EZ2222 EZ2222 STATION DESCRIPTION EZ2222 EZ2222'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2222'SHOPCENT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2222'IN THE VICINITY OF GARNER, NORTH CAROLINA. EZ2222' EZ2222'SHOPCENT IS LOCATED APPROXIMATELY 5.4 MILES SOUTH OF GARNER EZ2222'AND 8.7 MILES WEST OF CLAYTON. TO REACH STATION FROM THE NC 50 EZ2222'OVERPASS OF U.S. 70 IN GARNER, PROCEED SOUTH ALONG NC 50 FOR EZ2222'5.65 MILES TO THE WAKEFIELD SHOPPING CENTER ON RIGHT AND EZ2222'STATION ACROSS THE HIGHWAY, APPROXIMATELY 250 FEET SOUTHEAST EZ2222'FROM THE SHOPPING CENTER AND IN THE NORTHWEST CORNER OF A YARD EZ2222'WITH A ONE STORY GREEN FRAME HOUSE. EZ2222' EZ2222'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2222'SHOPCENT 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ2222'OF WHICH IS PROJECTING 1 INCH ABOVE THE SURFACE OF THE GROUND. EZ2222' EZ2222'MARK IS 31.0 FT ENE OF C/L OF NC 50 EZ2222' EZ2222'120.9 FT SSE OF C/L INTERSECTION OF HIGHWAY WITH C/L OF EZ2222'SOUTHERNMOST ENTRANCE TO SHOPPING CENTER EZ2222' EZ2222'47.6 FT NNW OF POWER POLE WITH TRANSFORMER AND WITH ALUMINUM EZ2222'REF. TAG EZ2222' EZ2222'7.0 FT S OF CORNER OF FENCE POST WITH ALUMINUM REF. TAG EZ2222' EZ2222'57.8 FT WSW OF 12 INCH PERSIMMON TREE WITH ALUMINUM REF. TAG EZ2222' EZ2222'95.0 FT NNW OF NORTHWEST CORNER OF HOUSE EZ2222 EZ2222 STATION RECOVERY (1976) EZ2222 EZ2222'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2222'5.4 MI S FROM GARNER. EZ2222'TO REACH STATION FROM THE INTERSECTION OF NC 42 WITH NC 50 NEAR THE EZ2222'JOHNSTON-WAKE COUNTY LINE, PROCEED NORTH ALONG NC 50 FOR 2.75 MILES TO EZ2222'THE WAKEFIELD SHOPPING CENTER ON LEFT AND STATION ACROSS THE HIGHWAY, EZ2222'APPROXIMATELY 250 FEET SOUTHEAST FROM THE SHOPPING CENTER AND IN THE EZ2222'NORTHWEST CORNER OF A YARD WITH A ONE STORY GREEN FRAME HOUSE. 31.0 EZ2222'FT. ENE OF CENTERLINE OF NC 50, 120.9 FT. SSE OF CENTERLINE EZ2222'INTERSECTION OF HIGHWAY WITH CENTERLINE OF SOUTHERNMOST ENTRANCE TO EZ2222'SHOPPING CENTER, 47.6 FT. NNW OF POWER POLE WITH TRANSFORMER AND WITH EZ2222'ALUMINUM REF. TAG, 7.0 FT. S OF CORNER OF FENCE POST WITH ALUMINUM EZ2222'REF. TAG, 57.8 FT. WSW OF 12 INCH PERSIMMON TREE WITH ALUMINUM REF. EZ2222'TAG AND 95.0 FT. NNW OF NORTHWEST CORNER OF HOUSE. DISK IS SET IN EZ2222'CONCRETE CYLINDER, PROJECTING 1 INCH ABOVE THE SURFACE OF THE GROUND. EZ2222 EZ2222 STATION RECOVERY (2005) EZ2222 EZ2222'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ2222'VISITED SITE. THE GREEN HOUSE IS GONE. THE ENTRANCE TO TURNER FARMS EZ2222'SUBDIVISION IS AT THE INDICATED COORDINATES. A ROAD HAS BEEN EZ2222'CONSTRUCTED AND EXTENSIVE LANDSCAPING HAS BEEN DONE. THE MARK APPEARS EZ2222'TO HAVE BEEN IN THE AFFECTED AREA. EZ2222' EZ2222'ACCORDING TO PLATS 1981-528 AND 1998-1650 (WAKE COUNTY REGISTRY), THE EZ2222'RIGHT-OF-WAY FOR NC-50 IS 100 FEET, AND THE RIGHT-OF-WAY FOR TURNER EZ2222'FARMS ROAD IS 60 FEET. NEITHER PLAT MENTIONS, NOR TIES TO, EZ-2222. EZ2222' 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6684 *********************************************************************** EZ6684 DESIGNATION - SHOULDER EZ6684 PID - EZ6684 EZ6684 STATE/COUNTY- NC/WAKE EZ6684 USGS QUAD - FUQUAY-VARINA (1993) EZ6684 EZ6684 *CURRENT SURVEY CONTROL EZ6684 ___________________________________________________________________ EZ6684* NAD 83(1986)- 35 35 08.59267(N) 078 46 21.22012(W) ADJUSTED EZ6684* NAVD 88 - 124.7 (meters) 409. (feet) VERTCON EZ6684 ___________________________________________________________________ EZ6684 LAPLACE CORR- -4.66 (seconds) DEFLEC99 EZ6684 GEOID HEIGHT- -32.78 (meters) GEOID03 EZ6684 EZ6684 HORZ ORDER - SECOND EZ6684 EZ6684.The North Carolina HARNS have been completed but, EZ6684.due to contractual restrictions, coordinates for these stations EZ6684.will NOT be published in the near future. In the interim, the EZ6684.published coordinates in North Carolina will not be EZ6684.consistent with the Continuously Operating Reference Stations EZ6684.(CORS). The HARN coordinates for these stations are available EZ6684.upon request. Contact Gary Thompson(919-733-3836). EZ6684. EZ6684.In addition, the published North Carolina positions EZ6684.(NAD 83 (1986)) are NOT consistent with those determined in EZ6684.adjacent state readjustments. The discontinuity between stations EZ6684.located in North Carolina and those in adjacent states EZ6684.which have been adjusted to the HARN may be as much as 5 EZ6684.decimeters. This will result in a significant loss of accuracy EZ6684.over lines crossing such state borders. EZ6684 EZ6684 EZ6684.The horizontal coordinates were established by classical geodetic methods EZ6684.and adjusted by the National Geodetic Survey in March 1993. EZ6684 EZ6684.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6684 EZ6684.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6684 EZ6684.The geoid height was determined by GEOID03. EZ6684 EZ6684; North East Units Scale Factor Converg. EZ6684;SPC NC - 203,661.550 630,212.367 MT 0.99988952 +0 07 52.6 EZ6684;SPC NC - 668,179.60 2,067,621.74 sFT 0.99988952 +0 07 52.6 EZ6684;UTM 17 - 3,940,283.840 701,815.035 MT 1.00010193 +1 17 47.9 EZ6684 EZ6684! - Elev Factor x Scale Factor = Combined Factor EZ6684!SPC NC - 0.99998557 x 0.99988952 = 0.99987509 EZ6684!UTM 17 - 0.99998557 x 1.00010193 = 1.00008749 EZ6684 EZ6684 SUPERSEDED SURVEY CONTROL EZ6684 EZ6684 NGVD 29 (03/10/93) 125.0 (m) 410. (f) VERT ANG EZ6684 EZ6684.Superseded values are not recommended for survey control. EZ6684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6684.See file dsdata.txt to determine how the superseded data were derived. EZ6684 EZ6684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0181540284(NAD 83) EZ6684_MARKER: DE = TRAVERSE STATION DISK EZ6684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6684_SP_SET: CONCRETE POST EZ6684_STAMPING: SHOULDER 1983 EZ6684_MARK LOGO: NCGS EZ6684_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ6684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6684+STABILITY: SURFACE MOTION EZ6684 EZ6684 HISTORY - Date Condition Report By EZ6684 HISTORY - 1983 MONUMENTED NCGS EZ6684 EZ6684 STATION DESCRIPTION EZ6684 EZ6684'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 EZ6684'STATION IS LOCATED APPROXIMATELY 2.4 KM (1.5 MI) EAST OF FUQUAY EZ6684'VARINA. EZ6684'PROCEED ALONG US 401, 1.7 KM (1.05 MI) EAST OF THE INTERSECTION WITH EZ6684'NC 55 NORTH, THENCE 0.8 KM (0.5 MI) SOUTH ALONG SR 1301(PURFOY ROAD) EZ6684'OR 0.56 KM (0.35 MI) NORTH OF ENTRANCE TO RAYCHEM PLANT. EZ6684'THE STATION IS A STANDARD NCGS DISK STAMPED---SHOULDER 1983---, SET EZ6684'INTO THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER RECESSED EZ6684'13 CM BELOW GROUND. LOCATED 6.71 METERS (22.0 FT) EAST FROM THE EZ6684'CENTERLINE OF HIGHWAY, 53.3 METERS (174.8 FT) NORTH OF EAST END OF EZ6684'ROAD CULVERT 1.10 METERS (3.6 FT) NORTH FROM A WITNESS POST, 10.27 EZ6684'METERS (33.7 FT) NORTHWEST FROM A POWER POLE WITH REFERENCE TAG, AND EZ6684'47.9 METERS (157.2 FT) SOUTH-SOUTHEAST OF A PEDESTAL. EZ6684'STATION IS LEVEL WITH HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2506 *********************************************************************** EZ2506 DESIGNATION - SID EZ2506 PID - EZ2506 EZ2506 STATE/COUNTY- NC/WAKE EZ2506 USGS QUAD - WAKE FOREST (1987) EZ2506 EZ2506 *CURRENT SURVEY CONTROL EZ2506 ___________________________________________________________________ EZ2506* NAD 83(1986)- 35 53 34.42213(N) 078 30 54.29460(W) ADJUSTED EZ2506* NAVD 88 - 102.148 (meters) 335.13 (feet) ADJUSTED EZ2506 ___________________________________________________________________ EZ2506 LAPLACE CORR- -7.14 (seconds) DEFLEC99 EZ2506 GEOID HEIGHT- -33.17 (meters) GEOID03 EZ2506 DYNAMIC HT - 102.060 (meters) 334.84 (feet) COMP EZ2506 MODELED GRAV- 979,770.5 (mgal) NAVD 88 EZ2506 EZ2506 HORZ ORDER - SECOND EZ2506 VERT ORDER - SECOND CLASS II EZ2506 EZ2506.The North Carolina HARNS have been completed but, EZ2506.due to contractual restrictions, coordinates for these stations EZ2506.will NOT be published in the near future. In the interim, the EZ2506.published coordinates in North Carolina will not be EZ2506.consistent with the Continuously Operating Reference Stations EZ2506.(CORS). The HARN coordinates for these stations are available EZ2506.upon request. Contact Gary Thompson(919-733-3836). EZ2506. EZ2506.In addition, the published North Carolina positions EZ2506.(NAD 83 (1986)) are NOT consistent with those determined in EZ2506.adjacent state readjustments. The discontinuity between stations EZ2506.located in North Carolina and those in adjacent states EZ2506.which have been adjusted to the HARN may be as much as 5 EZ2506.decimeters. This will result in a significant loss of accuracy EZ2506.over lines crossing such state borders. EZ2506 EZ2506 EZ2506.The horizontal coordinates were established by classical geodetic methods EZ2506.and adjusted by the National Geodetic Survey in July 1986. EZ2506 EZ2506.The orthometric height was determined by differential leveling EZ2506.and adjusted by the National Geodetic Survey in June 1991. EZ2506 EZ2506.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2506 EZ2506.The geoid height was determined by GEOID03. EZ2506 EZ2506.The dynamic height is computed by dividing the NAVD 88 EZ2506.geopotential number by the normal gravity value computed on the EZ2506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2506.degrees latitude (g = 980.6199 gals.). EZ2506 EZ2506.The modeled gravity was interpolated from observed gravity values. EZ2506 EZ2506; North East Units Scale Factor Converg. EZ2506;SPC NC - 237,824.125 653,379.258 MT 0.99993508 +0 16 47.6 EZ2506;SPC NC - 780,261.32 2,143,628.45 sFT 0.99993508 +0 16 47.6 EZ2506;UTM 17 - 3,974,921.493 724,284.376 MT 1.00021989 +1 27 26.8 EZ2506 EZ2506! - Elev Factor x Scale Factor = Combined Factor EZ2506!SPC NC - 0.99998917 x 0.99993508 = 0.99992425 EZ2506!UTM 17 - 0.99998917 x 1.00021989 = 1.00020906 EZ2506 EZ2506: Primary Azimuth Mark Grid Az EZ2506:SPC NC - OUTCROP 064 23 10.3 EZ2506:UTM 17 - OUTCROP 063 12 31.1 EZ2506 EZ2506|---------------------------------------------------------------------| EZ2506| PID Reference Object Distance Geod. Az | EZ2506| dddmmss.s | EZ2506| EZ2421 OUTCROP APPROX. 2.9 KM 0643957.9 | EZ2506| EZ2507 RUN 371.776 METERS 24454 | EZ2506|---------------------------------------------------------------------| EZ2506 EZ2506 SUPERSEDED SURVEY CONTROL EZ2506 EZ2506 NAD 27 - 35 53 33.87734(N) 078 30 55.28852(W) AD( ) 2 EZ2506 NGVD 29 (??/??/92) 102.426 (m) 336.04 (f) ADJ UNCH 2 2 EZ2506 EZ2506.Superseded values are not recommended for survey control. EZ2506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2506.See file dsdata.txt to determine how the superseded data were derived. EZ2506 EZ2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2428474921(NAD 83) EZ2506_MARKER: DE = TRAVERSE STATION DISK EZ2506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2506_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2506_STAMPING: SID 1976 EZ2506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2506+STABILITY: SURFACE MOTION EZ2506 EZ2506 HISTORY - Date Condition Report By EZ2506 HISTORY - 1976 MONUMENTED NCGS EZ2506 HISTORY - 1976 GOOD NCGS EZ2506 EZ2506 STATION DESCRIPTION EZ2506 EZ2506'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2506'SID IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2506'IN THE VICINITY OF ROLESVILLE, NORTH CAROLINA. EZ2506' EZ2506'SID IS LOCATED APPROXIMATELY 3.9 MILES WSW OF ROLESVILLE AND EZ2506'6.0 MILES SOUTH OF WAKE FOREST. TO REACH STATION FROM THE MAIN EZ2506'CROSSROADS IN CENTER OF ROLESVILLE, PROCEED SOUTHWEST ALONG EZ2506'U.S. 401 FOR 3.9 MILES TO STATION ON RIGHT, ON TOP OF A 10 FOOT EZ2506'BANK, NEAR A SID JONES MOBILE HOME LOTS SIGN AND 0.55 MILE WSW EZ2506'OF INTERSECTION WITH SR 2049 CROSSROADS AND 0.95 MILE NORTHEAST EZ2506'OF BRIDGE OVER NEUSE RIVER. EZ2506' EZ2506'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2506'SID 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ2506'IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2506' EZ2506'MARK IS 32.3 FT NNW OF C/L OF U.S. 401 EZ2506' EZ2506'17.0 FT S OF PP 14B27A7 WITH ALUMINUM REF. TAG EZ2506' EZ2506'25.9 FT E OF 4 X 4 MOBILE HOME PARK SIGN POST WITH ALUMINUM EZ2506'REF. TAG EZ2506' EZ2506'86.5 FT NNE OF 12 INCH OAK ON SOUTH SIDE OF HIGHWAY WITH EZ2506'ALUMINUM REF. TAG EZ2506' EZ2506'98.8 FT NW OF 12 INCH OAK ON SOUTH SIDE OF HIGHWAY WITH EZ2506'ALUMINUM REF. TAG EZ2506' EZ2506'90.2 FT SW OF 8 INCH POPLAR WITH ALUMINUM REF. TAG EZ2506 EZ2506 STATION RECOVERY (1976) EZ2506 EZ2506'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2506'3.9 MI WSW FROM ROLESVILLE. EZ2506'TO REACH STATION FROM THE MAIN CROSSROADS IN CENTER OF ROLESVILLE, EZ2506'PROCEED SOUTHWEST ALONG US 401 FOR 3.9 MILES TO STATION ON RIGHT, ON EZ2506'TOP OF A 10 FOOT BANK, NEAR A SID JONES MOBILE HOME LOTS SIGN, 0.55 EZ2506'MILE WSW OF INTERSECTION WITH SR 2049 CROSSROADS, AND 0.95 MILE EZ2506'NORTHEAST OF BRIDGE OVER THE NEUSE RIVER. 32.3 FT. NNW OF C/L OF US EZ2506'401, 17.0 FT. S OF PP NO. 14B27A7 WITH ALUMINUM REF. TAG, 25.9 FT. E EZ2506'OF 4X4 MOBILE HOME PARK SIGN POST WITH ALUMINUM REF. TAG, 86.5 FT. NNE EZ2506'OF 12 INCH OAK WITH ALUMINUM REF. TAG ON S SIDE OF HIGHWAY, 98.8 FT. EZ2506'NW OF 12 INCH OAK WITH ALUMINUM REF. TAG ON S SIDE OF HIGHWAY, AND EZ2506'90.2 FT. SW OF 8 INCH POPLAR WITH ALUMINUM REF. TAG. DISK IS SET IN EZ2506'CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2243 *********************************************************************** EZ2243 DESIGNATION - SIDETRACK EZ2243 PID - EZ2243 EZ2243 STATE/COUNTY- NC/WAKE EZ2243 USGS QUAD - ANGIER (1993) EZ2243 EZ2243 *CURRENT SURVEY CONTROL EZ2243 ___________________________________________________________________ EZ2243* NAD 83(1986)- 35 35 26.54093(N) 078 44 35.64896(W) ADJUSTED EZ2243* NAVD 88 - 118.121 (meters) 387.54 (feet) ADJUSTED EZ2243 ___________________________________________________________________ EZ2243 LAPLACE CORR- -4.82 (seconds) DEFLEC99 EZ2243 GEOID HEIGHT- -32.85 (meters) GEOID03 EZ2243 DYNAMIC HT - 118.018 (meters) 387.20 (feet) COMP EZ2243 MODELED GRAV- 979,756.1 (mgal) NAVD 88 EZ2243 EZ2243 HORZ ORDER - SECOND EZ2243 VERT ORDER - SECOND CLASS II EZ2243 EZ2243.The North Carolina HARNS have been completed but, EZ2243.due to contractual restrictions, coordinates for these stations EZ2243.will NOT be published in the near future. In the interim, the EZ2243.published coordinates in North Carolina will not be EZ2243.consistent with the Continuously Operating Reference Stations EZ2243.(CORS). The HARN coordinates for these stations are available EZ2243.upon request. Contact Gary Thompson(919-733-3836). EZ2243. EZ2243.In addition, the published North Carolina positions EZ2243.(NAD 83 (1986)) are NOT consistent with those determined in EZ2243.adjacent state readjustments. The discontinuity between stations EZ2243.located in North Carolina and those in adjacent states EZ2243.which have been adjusted to the HARN may be as much as 5 EZ2243.decimeters. This will result in a significant loss of accuracy EZ2243.over lines crossing such state borders. EZ2243 EZ2243 EZ2243.The horizontal coordinates were established by classical geodetic methods EZ2243.and adjusted by the National Geodetic Survey in July 1986. EZ2243 EZ2243.The orthometric height was determined by differential leveling EZ2243.and adjusted by the National Geodetic Survey in June 1991. EZ2243 EZ2243.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2243 EZ2243.The geoid height was determined by GEOID03. EZ2243 EZ2243.The dynamic height is computed by dividing the NAVD 88 EZ2243.geopotential number by the normal gravity value computed on the EZ2243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2243.degrees latitude (g = 980.6199 gals.). EZ2243 EZ2243.The modeled gravity was interpolated from observed gravity values. EZ2243 EZ2243; North East Units Scale Factor Converg. EZ2243;SPC NC - 204,221.131 632,868.474 MT 0.99989003 +0 08 53.5 EZ2243;SPC NC - 670,015.49 2,076,335.99 sFT 0.99989003 +0 08 53.5 EZ2243;UTM 17 - 3,940,897.466 704,459.788 MT 1.00011517 +1 18 49.9 EZ2243 EZ2243! - Elev Factor x Scale Factor = Combined Factor EZ2243!SPC NC - 0.99998662 x 0.99989003 = 0.99987665 EZ2243!UTM 17 - 0.99998662 x 1.00011517 = 1.00010179 EZ2243 EZ2243: Primary Azimuth Mark Grid Az EZ2243:SPC NC - WILLOW SPRINGS 092 20 31.5 EZ2243:UTM 17 - WILLOW SPRINGS 091 10 35.1 EZ2243 EZ2243|---------------------------------------------------------------------| EZ2243| PID Reference Object Distance Geod. Az | EZ2243| dddmmss.s | EZ2243| EZ2242 WILLOW SPRINGS APPROX. 1.1 KM 0922925.0 | EZ2243|---------------------------------------------------------------------| EZ2243 EZ2243 SUPERSEDED SURVEY CONTROL EZ2243 EZ2243 NAD 27 - 35 35 25.98206(N) 078 44 36.61537(W) AD( ) 2 EZ2243 NGVD 29 (??/??/92) 118.388 (m) 388.41 (f) ADJ UNCH 2 2 EZ2243 EZ2243.Superseded values are not recommended for survey control. EZ2243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2243.See file dsdata.txt to determine how the superseded data were derived. EZ2243 EZ2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0446040897(NAD 83) EZ2243_MARKER: DE = TRAVERSE STATION DISK EZ2243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2243_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2243_STAMPING: SIDETRACK 1976 EZ2243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2243+STABILITY: SURFACE MOTION EZ2243 EZ2243 HISTORY - Date Condition Report By EZ2243 HISTORY - 1976 MONUMENTED NCGS EZ2243 HISTORY - 1976 GOOD NCGS EZ2243 EZ2243 STATION DESCRIPTION EZ2243 EZ2243'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2243'SIDETRACK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2243'IN THE VICINITY OF WILLOW SPRINGS, NORTH CAROLINA. EZ2243' EZ2243'SIDETRACK IS LOCATED APPROXIMATELY 0.8 MILE WSW OF WILLOW EZ2243'SPRINGS AND 3.2 MILES EAST OF FUQUAY-VARINA. TO REACH STATION EZ2243'FROM INTERSECTION OF NC 42 WITH NC 55 NEAR THEIR JUNCTION WITH EZ2243'U.S. 401 EAST OF FUQUAY-VARINA, PROCEED EASTERLY ALONG NC 42 EZ2243'FOR 0.95 MILE TO STATION ON RIGHT, IN SOUTH ROAD SHOULDER, EZ2243'APPROXIMATELY 600 FEET WSW OF AND ACROSS HIGHWAY FROM A ONE AND EZ2243'A HALF STORY WHITE FRAME HOUSE AT JUNCTION OF A SIDE TRACK AND EZ2243'0.6 MILE WEST OF INTERSECTION WITH SR 2754 CROSSROADS IN EZ2243'WILLOW SPRINGS. EZ2243' EZ2243'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2243'SIDETRACK 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ2243'OF WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND. EZ2243' EZ2243'MARK IS 16.8 FT SSW OF C/L OF NC 42 EZ2243' EZ2243'105.6 FT SSW OF SOUTHERNMOST RAIL OF MAIN TRACK OF RAILROAD EZ2243' EZ2243'50.5 FT NNW OF POWER POLE WITH ALUMINUM REF. TAG EZ2243' EZ2243'72.4 FT NNW OF BASE OF GUY WIRE EZ2243' EZ2243'320.7 FT ESE OF TELEPHONE PEDESTAL 9 WITH SUPPORT POST AND EZ2243'WITH ALUMINUM REF. TAG EZ2243' EZ2243'138.9 FT WSW OF TWIN TRUNK 4 INCH PINE (N OF HIGHWAY) EZ2243 EZ2243 STATION RECOVERY (1976) EZ2243 EZ2243'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2243'0.8 MI WSW FROM WILLOW SPRINGS. EZ2243'TO REACH STATION FROM INTERSECTION OF NC 42 WITH NC 55 NEAR THEIR EZ2243'JUNCTION WITH US 401 EAST OF FUQUAY-VARINA, PROCEED EASTERLY ALONG NC EZ2243'42 FOR 0.95 MILE TO STATION ON RIGHT, IN SOUTH ROAD SHOULDER, EZ2243'APPROXIMATELY 600 FEET WSW OF AND ACROSS HIGHWAY FROM A ONE AND A HALF EZ2243'STORY WHITE FRAME HOUSE AT JUNCTION OF A SIDE TRACK, 0.6 MILE WEST OF EZ2243'INTERSECTION WITH SR 2754 CROSSROADS IN WILLOW SPRINGS. 16.8 FT. SSW EZ2243'OF CENTERLINE OF NC 42, 105.6 FT. SSW OF SOUTHERNMOST RAIL OF MAIN EZ2243'TRACK OF RAILROAD, 50.5 FT. NNW OF POWER POLE WITH ALUMINUM REF. TAG, EZ2243'72.4 FT. NNW OF BASE OF GUY WIRE, 320.7 FT. ESE OF TELEPHONE PEDESTAL EZ2243'NO. 9 WITH SUPPORT POST AND WITH ALUMINUM REF. TAG AND 138.9 FT. WSW EZ2243'OF TWIN TRUNK 4 INCH PINE (N OF HIGHWAY). DISK IS SET IN CONCRETE EZ2243'CYLINDER, 4 INCHES BELOW THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1021 *********************************************************************** EZ1021 DESIGNATION - SIESTA EZ1021 PID - EZ1021 EZ1021 STATE/COUNTY- NC/WAKE EZ1021 USGS QUAD - LAKE WHEELER (1993) EZ1021 EZ1021 *CURRENT SURVEY CONTROL EZ1021 ___________________________________________________________________ EZ1021* NAD 83(1986)- 35 39 44.19175(N) 078 42 10.17478(W) ADJUSTED EZ1021* NAVD 88 - 121.319 (meters) 398.03 (feet) ADJUSTED EZ1021 ___________________________________________________________________ EZ1021 LAPLACE CORR- -5.83 (seconds) DEFLEC99 EZ1021 GEOID HEIGHT- -32.87 (meters) GEOID03 EZ1021 DYNAMIC HT - 121.213 (meters) 397.68 (feet) COMP EZ1021 MODELED GRAV- 979,757.0 (mgal) NAVD 88 EZ1021 EZ1021 HORZ ORDER - SECOND EZ1021 VERT ORDER - SECOND CLASS 0 EZ1021 EZ1021.The North Carolina HARNS have been completed but, EZ1021.due to contractual restrictions, coordinates for these stations EZ1021.will NOT be published in the near future. In the interim, the EZ1021.published coordinates in North Carolina will not be EZ1021.consistent with the Continuously Operating Reference Stations EZ1021.(CORS). The HARN coordinates for these stations are available EZ1021.upon request. Contact Gary Thompson(919-733-3836). EZ1021. EZ1021.In addition, the published North Carolina positions EZ1021.(NAD 83 (1986)) are NOT consistent with those determined in EZ1021.adjacent state readjustments. The discontinuity between stations EZ1021.located in North Carolina and those in adjacent states EZ1021.which have been adjusted to the HARN may be as much as 5 EZ1021.decimeters. This will result in a significant loss of accuracy EZ1021.over lines crossing such state borders. EZ1021 EZ1021 EZ1021.The horizontal coordinates were established by classical geodetic methods EZ1021.and adjusted by the National Geodetic Survey in July 1986. EZ1021 EZ1021.The orthometric height was determined by differential leveling EZ1021.and adjusted by the National Geodetic Survey in June 1991. EZ1021 EZ1021.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1021 EZ1021.The geoid height was determined by GEOID03. EZ1021 EZ1021.The dynamic height is computed by dividing the NAVD 88 EZ1021.geopotential number by the normal gravity value computed on the EZ1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1021.degrees latitude (g = 980.6199 gals.). EZ1021 EZ1021.The modeled gravity was interpolated from observed gravity values. EZ1021 EZ1021; North East Units Scale Factor Converg. EZ1021;SPC NC - 212,171.275 636,506.491 MT 0.99989819 +0 10 17.5 EZ1021;SPC NC - 696,098.59 2,088,271.71 sFT 0.99989819 +0 10 17.5 EZ1021;UTM 17 - 3,948,921.897 707,935.940 MT 1.00013283 +1 20 23.1 EZ1021 EZ1021! - Elev Factor x Scale Factor = Combined Factor EZ1021!SPC NC - 0.99998612 x 0.99989819 = 0.99988431 EZ1021!UTM 17 - 0.99998612 x 1.00013283 = 1.00011895 EZ1021 EZ1021: Primary Azimuth Mark Grid Az EZ1021:SPC NC - MCCULLERS 035 36 41.0 EZ1021:UTM 17 - MCCULLERS 034 26 35.4 EZ1021 EZ1021|---------------------------------------------------------------------| EZ1021| PID Reference Object Distance Geod. Az | EZ1021| dddmmss.s | EZ1021| EZ1018 MCCULLERS 499.169 METERS 0354658.5 | EZ1021|---------------------------------------------------------------------| EZ1021 EZ1021 SUPERSEDED SURVEY CONTROL EZ1021 EZ1021 NAD 27 - 35 39 43.63516(N) 078 42 11.14746(W) AD( ) 2 EZ1021 NGVD 29 (??/??/92) 121.588 (m) 398.91 (f) ADJ UNCH 2 0 EZ1021 EZ1021.Superseded values are not recommended for survey control. EZ1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1021.See file dsdata.txt to determine how the superseded data were derived. EZ1021 EZ1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0793648922(NAD 83) EZ1021_MARKER: DE = TRAVERSE STATION DISK EZ1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1021_STAMPING: SIESTA 1967 EZ1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1021+STABILITY: SURFACE MOTION EZ1021 EZ1021 HISTORY - Date Condition Report By EZ1021 HISTORY - 1967 MONUMENTED NCGS EZ1021 HISTORY - 1973 GOOD NCGS EZ1021 HISTORY - 1973 GOOD NCGS EZ1021 EZ1021 STATION DESCRIPTION EZ1021 EZ1021'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1021'SIESTA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1021'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ1021' EZ1021'SIESTA IS LOCATED APPROXIMATELY 8.9 MILES SSW OF THE CENTER OF EZ1021'RALEIGH. TO REACH STATION PROCEED FROM THE INTERSECTION OF EZ1021'SR 1010 AND U.S. 401. GO 0.4 MILE SOUTH ON U.S. 401 TO SIESTA EZ1021'MOTEL, AND STATION. STATION IS IN THE NORTHEAST CORNER OF YARD EZ1021'OF MOTEL. ON WEST BANK OF U.S. 401 SOUTH BOUND LANE AND UNDER EZ1021'POWER LINE. EZ1021' EZ1021'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1021'SIESTA 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1021'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ1021' EZ1021'MARK IS EZ1021' EZ1021'45.5 FT W OF C/L OF U.S. 401 S BOUND LANE EZ1021' EZ1021'43.7 FT SSW OF PP WITH DOUBLE TRANSFORMERS AND ALUMINUM REF. TAG EZ1021' EZ1021'46.8 FT NE OF SERVICE POLE WITH LIGHT AND ALUMINUM REF. TAG EZ1021' EZ1021'62.4 FT N OF N END OF NORTH DRIVEWAY TO SIESTA MOTEL EZ1021' EZ1021'60.9 FT NNW OF REFLECTOR POST ON NORTH SIDE OF DRIVEWAY TO EZ1021'SIESTA MOTEL WITH ALUMINUM REF. TAG EZ1021' EZ1021'117.3 FT NE OF NE CORNER OF MOTEL EZ1021 EZ1021 STATION RECOVERY (1973) EZ1021 EZ1021'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1021'7.6 MI NE FROM FUQUAY VARINA. EZ1021'SIESTA IS LOCATED APPROXIMATELY 8.9 MILES SSW OF CAPITOL SQUARE EZ1021'IN RALEIGH. TO REACH STATION FROM THE INTERSECTION OF U.S. 401, EZ1021'NC 55, AND NC 42 APPROXIMATELY 2.5 MILES ENE OF FUQUAY-VARINA, EZ1021'PROCEED NE ALONG U.S. 401 FOR 05.7 MILES TO SIESTA MOTEL AND EZ1021'STATION IN THE NE CORNER OF MOTEL YARD, 0.30 MILES SW OF MC CULLERS EZ1021'CROSSROADS, 45.5 FT W OF C/L OF SOUTH BOUND LANE, 117.3 FT NE OF EZ1021'NE CORNER OF MOTEL, 62.4 FT N OF N END OF CULVERT UNDER NORTH EZ1021'DRIVEWAY, 43.7 FT SSW OF PP WITH ALUMINUM REF. TAG, AND 46.8 FT EZ1021'NE OF SERVICE POLE WITH LIGHT AND ALUMINUM REF. TAG. DISK IS EZ1021'SET IN CONCRETE CYLINDER 2 INCHES BELOW THE SURFACE OF THE EZ1021'GROUND. EZ1021 EZ1021 STATION RECOVERY (1973) EZ1021 EZ1021'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1021'LOCATED APPROXIMATELY 8.9 MILES SSW OF CAPITOL SQUARE IN RALEIGH. TO EZ1021'REACH STATION FROM THE INTERSECTION OF US 401, NC 55, AND NC 42 EZ1021'APPROXIMATELY 2.5 MILES ENE OF FUQUAY-VARINA, PROCEED NE ALONG US 401 EZ1021'FOR 05.7 MILES TO SIESTA MOTEL AND STATION IN THE NE CORNER OF MOTEL EZ1021'YARD, 0.30 MILES SW OF MCCULLERS CROSSROADS. 45.5 FT. W OF C/L OF EZ1021'SOUTH BOUND LANE, 117.3 FT. NE OF NE CORNER OF MOTEL, 62.4 FT. N OF N EZ1021'END OF CULVERT UNDER NORTH DRIVEWAY, 43.7 FT. SSW OF PP WITH ALUMINUM EZ1021'REF. TAG, AND 46.8 FT. NE OF SERVICE POLE WITH LIGHT AND ALUMINUM REF. EZ1021'TAG. DISK IS SET IN CONCRETE CYLINDER 2 INCHES BELOW THE SURFACE OF EZ1021'THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2670 *********************************************************************** EZ2670 DESIGNATION - SIGN EZ2670 PID - EZ2670 EZ2670 STATE/COUNTY- NC/WAKE EZ2670 USGS QUAD - LAKE WHEELER (1993) EZ2670 EZ2670 *CURRENT SURVEY CONTROL EZ2670 ___________________________________________________________________ EZ2670* NAD 83(1986)- 35 40 37.04705(N) 078 37 29.67027(W) ADJUSTED EZ2670* NAVD 88 - 88.782 (meters) 291.28 (feet) ADJUSTED EZ2670 ___________________________________________________________________ EZ2670 LAPLACE CORR- -7.31 (seconds) DEFLEC99 EZ2670 GEOID HEIGHT- -33.18 (meters) GEOID03 EZ2670 DYNAMIC HT - 88.704 (meters) 291.02 (feet) COMP EZ2670 MODELED GRAV- 979,751.0 (mgal) NAVD 88 EZ2670 EZ2670 HORZ ORDER - SECOND EZ2670 VERT ORDER - SECOND CLASS I EZ2670 EZ2670.The North Carolina HARNS have been completed but, EZ2670.due to contractual restrictions, coordinates for these stations EZ2670.will NOT be published in the near future. In the interim, the EZ2670.published coordinates in North Carolina will not be EZ2670.consistent with the Continuously Operating Reference Stations EZ2670.(CORS). The HARN coordinates for these stations are available EZ2670.upon request. Contact Gary Thompson(919-733-3836). EZ2670. EZ2670.In addition, the published North Carolina positions EZ2670.(NAD 83 (1986)) are NOT consistent with those determined in EZ2670.adjacent state readjustments. The discontinuity between stations EZ2670.located in North Carolina and those in adjacent states EZ2670.which have been adjusted to the HARN may be as much as 5 EZ2670.decimeters. This will result in a significant loss of accuracy EZ2670.over lines crossing such state borders. EZ2670 EZ2670 EZ2670.The horizontal coordinates were established by classical geodetic methods EZ2670.and adjusted by the National Geodetic Survey in December 1990. EZ2670 EZ2670.The orthometric height was determined by differential leveling EZ2670.and adjusted by the National Geodetic Survey in June 1991. EZ2670 EZ2670.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2670 EZ2670.The geoid height was determined by GEOID03. EZ2670 EZ2670.The dynamic height is computed by dividing the NAVD 88 EZ2670.geopotential number by the normal gravity value computed on the EZ2670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2670.degrees latitude (g = 980.6199 gals.). EZ2670 EZ2670.The modeled gravity was interpolated from observed gravity values. EZ2670 EZ2670; North East Units Scale Factor Converg. EZ2670;SPC NC - 213,823.999 643,554.776 MT 0.99990005 +0 12 59.4 EZ2670;SPC NC - 701,520.90 2,111,395.96 sFT 0.99990005 +0 12 59.4 EZ2670;UTM 17 - 3,950,718.492 714,950.816 MT 1.00016939 +1 23 08.6 EZ2670 EZ2670! - Elev Factor x Scale Factor = Combined Factor EZ2670!SPC NC - 0.99999127 x 0.99990005 = 0.99989132 EZ2670!UTM 17 - 0.99999127 x 1.00016939 = 1.00016066 EZ2670 EZ2670 SUPERSEDED SURVEY CONTROL EZ2670 EZ2670 NGVD 29 (12/03/90) 89.03 (m) 292.1 (f) LEVELING 3 EZ2670 EZ2670.Superseded values are not recommended for survey control. EZ2670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2670.See file dsdata.txt to determine how the superseded data were derived. EZ2670 EZ2670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1495150718(NAD 83) EZ2670_MARKER: DE = TRAVERSE STATION DISK EZ2670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2670_SP_SET: CONCRETE POST EZ2670_STAMPING: SIGN 1978 EZ2670_MARK LOGO: NCGS EZ2670_PROJECTION: RECESSED 5 CENTIMETERS EZ2670_MAGNETIC: N = NO MAGNETIC MATERIAL EZ2670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2670+STABILITY: SURFACE MOTION EZ2670 EZ2670 HISTORY - Date Condition Report By EZ2670 HISTORY - 1978 MONUMENTED NCGS EZ2670 HISTORY - 1978 GOOD NCGS EZ2670 HISTORY - 1985 GOOD USPSQD EZ2670 HISTORY - 20040611 MARK NOT FOUND USPSQD EZ2670 HISTORY - 20050530 MARK NOT FOUND USPSQD EZ2670 EZ2670 STATION DESCRIPTION EZ2670 EZ2670'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ2670'THE STATION IS LOCATED APPROXIMATELY 2.3 MILES SOUTH-SOUTHWEST OF EZ2670'GARNER. EZ2670' EZ2670'TO REACH THE STATION FROM THE Y INTERSECTION OF SR 2794 (SEVENTH EZ2670'AVENUE) AND SR 2710 (AVERSBORO ROAD) AT THE TOWN HALL IN GARNER, EZ2670'PROCEED SOUTHERLY ALONG SR 2710 FOR 2.0 MILES TO T INTERSECTION WITH EZ2670'SR 2711 (BUFFALO ROAD) AND STATION ON THE LEFT IN SHOULDER AT STOP EZ2670'SIGN. EZ2670' EZ2670'STATION MARK IS A STANDARD DISK STAMPED---SIGN 1978---SET IN THE TOP EZ2670'OF A CONCRETE CYLINDER WHICH IS 2 INCHES BELOW THE GROUND SURFACE. EZ2670'THE MARK IS 36.3 FEET NORTHEAST OF CENTERLINE OF SR 2711, 41.5 FEET EZ2670'SOUTHEAST OF CENTERLINE OF SR 2710, 23.7 FEET NORTHWEST OF POWER POLE EZ2670'WITH REFERENCE TAG, 2.2 FEET SOUTH OF METAL SIGN POST AND 84.4 FEET EZ2670'SOUTHWEST OF HIGHWAY RIGHT-OF-WAY MONUMENT. EZ2670 EZ2670 STATION RECOVERY (1978) EZ2670 EZ2670'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EZ2670'2.3 MI SSW FROM GARNER. EZ2670'TO REACH STATION FROM THE FORKS OF SR 2794 (SEVENTH AVENUE) AND EZ2670'SR 2710 (AVERSBORO ROAD) AT THE TOWN HALL IN GARNER, PROCEED EZ2670'SOUTHERLY ALONG SR 2710 FOR 2.0 MILES TO INTERSECTION WITH SR 2711 EZ2670'(BUFFALO ROAD) AND STATION ON LEFT IN SHOULDER AT STOP SIGN, 36.3 EZ2670'FEET NORTHEAST OF CENTERLINE OF SR 2711, 41.5 FEET SOUTHEAST OF EZ2670'CENTERLINE OF SR 2710, 23.7 FEET NORTHWEST OF POWER POLE WITH EZ2670'REFERENCE TAG, 2.2 FEET SOUTH OF METAL SIGN POST, AND 84.4 FEET EZ2670'SOUTHWEST OF HIGHWAY RIGHT-OF-WAY MONUMENT. EZ2670'THE MARK IS ABOVE LEVEL WITH ROAD. EZ2670 EZ2670 STATION RECOVERY (1985) EZ2670 EZ2670'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ2670'RECOVERED IN GOOD CONDITION. EZ2670 EZ2670 STATION RECOVERY (2004) EZ2670 EZ2670'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN) EZ2670'MARK NOT FOUND. EZ2670 EZ2670 STATION RECOVERY (2005) EZ2670 EZ2670'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ2670'MARK NOT FOUND 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7362 *********************************************************************** AE7362 DESIGNATION - SINK AE7362 PID - AE7362 AE7362 STATE/COUNTY- NC/WAKE AE7362 USGS QUAD - BAYLEAF (1987) AE7362 AE7362 *CURRENT SURVEY CONTROL AE7362 ___________________________________________________________________ AE7362* NAD 83(1986)- 35 54 27.30073(N) 078 43 04.56698(W) ADJUSTED AE7362* NAVD 88 - 146.029 (meters) 479.10 (feet) ADJUSTED AE7362 ___________________________________________________________________ AE7362 LAPLACE CORR- -7.50 (seconds) DEFLEC99 AE7362 GEOID HEIGHT- -32.25 (meters) GEOID03 AE7362 DYNAMIC HT - 145.905 (meters) 478.69 (feet) COMP AE7362 MODELED GRAV- 979,783.0 (mgal) NAVD 88 AE7362 AE7362 HORZ ORDER - SECOND AE7362 VERT ORDER - SECOND CLASS II AE7362 AE7362.The North Carolina HARNS have been completed but, AE7362.due to contractual restrictions, coordinates for these stations AE7362.will NOT be published in the near future. In the interim, the AE7362.published coordinates in North Carolina will not be AE7362.consistent with the Continuously Operating Reference Stations AE7362.(CORS). The HARN coordinates for these stations are available AE7362.upon request. Contact Gary Thompson(919-733-3836). AE7362. AE7362.In addition, the published North Carolina positions AE7362.(NAD 83 (1986)) are NOT consistent with those determined in AE7362.adjacent state readjustments. The discontinuity between stations AE7362.located in North Carolina and those in adjacent states AE7362.which have been adjusted to the HARN may be as much as 5 AE7362.decimeters. This will result in a significant loss of accuracy AE7362.over lines crossing such state borders. AE7362 AE7362 AE7362.The horizontal coordinates were established by classical geodetic methods AE7362.and adjusted by the National Geodetic Survey in March 1998. AE7362 AE7362.The orthometric height was determined by differential leveling AE7362.and adjusted by the National Geodetic Survey in September 1998. AE7362 AE7362.The Laplace correction was computed from DEFLEC99 derived deflections. AE7362 AE7362.The geoid height was determined by GEOID03. AE7362 AE7362.The dynamic height is computed by dividing the NAVD 88 AE7362.geopotential number by the normal gravity value computed on the AE7362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7362.degrees latitude (g = 980.6199 gals.). AE7362 AE7362.The modeled gravity was interpolated from observed gravity values. AE7362 AE7362; North East Units Scale Factor Converg. AE7362;SPC NC - 239,383.062 635,061.242 MT 0.99993798 +0 09 46.1 AE7362;SPC NC - 785,375.93 2,083,530.09 sFT 0.99993798 +0 09 46.1 AE7362;UTM 17 - 3,976,104.165 705,933.914 MT 1.00012259 +1 20 19.9 AE7362 AE7362! - Elev Factor x Scale Factor = Combined Factor AE7362!SPC NC - 0.99998214 x 0.99993798 = 0.99992012 AE7362!UTM 17 - 0.99998214 x 1.00012259 = 1.00010473 AE7362 AE7362 SUPERSEDED SURVEY CONTROL AE7362 AE7362 NGVD 29 (03/10/98) 146.30 (m) 480.0 (f) LEVELING 3 AE7362 AE7362.Superseded values are not recommended for survey control. AE7362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7362.See file dsdata.txt to determine how the superseded data were derived. AE7362 AE7362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0593476104(NAD 83) AE7362_MARKER: DH = HORIZONTAL CONTROL DISK AE7362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7362_STAMPING: SINK 1986 AE7362_MARK LOGO: NCGS AE7362_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7362+STABILITY: SURFACE MOTION AE7362 AE7362 HISTORY - Date Condition Report By AE7362 HISTORY - 1986 MONUMENTED NCGS AE7362 HISTORY - 19870101 GOOD NCGS AE7362 HISTORY - 20050810 MARK NOT FOUND USPSQD AE7362 AE7362 STATION DESCRIPTION AE7362 AE7362'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7362'STATION IS LOCATED ABOUT 15.8 KM (9.80 MI) NORTH-NORTHWEST OF CAPITOL AE7362'SQUARE (IN RALEIGH), IN LEESVILLE COMMUNITY. ALONG SR 1829 (STRICKLAND AE7362'ROAD) FOR 0.8 KM (0.50 MI) EAST FROM SR 1822 (LEESVILLE ROAD), AT THE AE7362'SOUTHWEST CORNER OF--JOHN SINK--PROPERTY, AND AT THE SOUTHEAST CORNER AE7362'OF THE WOODS. MARK IS RECESSED 2 INCHES BELOW GROUND AND IS ABOUT 2 AE7362'FEET (0.6 M) LOWER THAN ROAD. LOCATED 9.3 M (30.5 FT) NORTH OF THE AE7362'CENTERLINE OF THE ROAD, 37.8 M (124.0 FT) WEST OF THE WEST END OF A AE7362'DRIVEWAY CULVERT, 7.0 M (23.0 FT) EAST-NORTHEAST OF THE NORTH END OF A AE7362'ROAD CULVERT--AND 41.2 M (135.2 FT) WEST-NORTHWEST OF A POWER POLE, AE7362'2.6 M (8.5 FT) SOUTHEAST OF A 20-INCH PINE, 2.6 M (8.5 FT) EAST OF A AE7362'14-INCH PINE--ALL THREE WITH REFERENCE TAGS. AE7362 AE7362 STATION RECOVERY (1987) AE7362 AE7362'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7362'RECOVERED AS DESCRIBED. AE7362 AE7362 STATION RECOVERY (2005) AE7362 AE7362'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) AE7362'MARK NOT FOUND 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1042 *********************************************************************** EZ1042 DESIGNATION - SIPPIHAW EZ1042 PID - EZ1042 EZ1042 STATE/COUNTY- NC/WAKE EZ1042 USGS QUAD - FUQUAY-VARINA (1993) EZ1042 EZ1042 *CURRENT SURVEY CONTROL EZ1042 ___________________________________________________________________ EZ1042* NAD 83(1986)- 35 36 08.06477(N) 078 48 11.04043(W) ADJUSTED EZ1042* NAVD 88 - 137.577 (meters) 451.37 (feet) ADJUSTED EZ1042 ___________________________________________________________________ EZ1042 LAPLACE CORR- -4.79 (seconds) DEFLEC99 EZ1042 GEOID HEIGHT- -32.65 (meters) GEOID03 EZ1042 DYNAMIC HT - 137.455 (meters) 450.97 (feet) COMP EZ1042 MODELED GRAV- 979,748.0 (mgal) NAVD 88 EZ1042 EZ1042 HORZ ORDER - SECOND EZ1042 VERT ORDER - SECOND CLASS 0 EZ1042 EZ1042.The North Carolina HARNS have been completed but, EZ1042.due to contractual restrictions, coordinates for these stations EZ1042.will NOT be published in the near future. In the interim, the EZ1042.published coordinates in North Carolina will not be EZ1042.consistent with the Continuously Operating Reference Stations EZ1042.(CORS). The HARN coordinates for these stations are available EZ1042.upon request. Contact Gary Thompson(919-733-3836). EZ1042. EZ1042.In addition, the published North Carolina positions EZ1042.(NAD 83 (1986)) are NOT consistent with those determined in EZ1042.adjacent state readjustments. The discontinuity between stations EZ1042.located in North Carolina and those in adjacent states EZ1042.which have been adjusted to the HARN may be as much as 5 EZ1042.decimeters. This will result in a significant loss of accuracy EZ1042.over lines crossing such state borders. EZ1042 EZ1042 EZ1042.The horizontal coordinates were established by classical geodetic methods EZ1042.and adjusted by the National Geodetic Survey in July 1986. EZ1042 EZ1042.The orthometric height was determined by differential leveling EZ1042.and adjusted by the National Geodetic Survey in June 1991. EZ1042 EZ1042.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1042 EZ1042.The geoid height was determined by GEOID03. EZ1042 EZ1042.The dynamic height is computed by dividing the NAVD 88 EZ1042.geopotential number by the normal gravity value computed on the EZ1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1042.degrees latitude (g = 980.6199 gals.). EZ1042 EZ1042.The modeled gravity was interpolated from observed gravity values. EZ1042 EZ1042; North East Units Scale Factor Converg. EZ1042;SPC NC - 205,488.358 627,444.229 MT 0.99989124 +0 06 49.2 EZ1042;SPC NC - 674,173.05 2,058,539.94 sFT 0.99989124 +0 06 49.2 EZ1042;UTM 17 - 3,942,054.326 699,009.735 MT 1.00008807 +1 16 45.8 EZ1042 EZ1042! - Elev Factor x Scale Factor = Combined Factor EZ1042!SPC NC - 0.99998353 x 0.99989124 = 0.99987477 EZ1042!UTM 17 - 0.99998353 x 1.00008807 = 1.00007160 EZ1042 EZ1042 SUPERSEDED SURVEY CONTROL EZ1042 EZ1042 NAD 27 - 35 36 07.51102(N) 078 48 12.00148(W) AD( ) 2 EZ1042 NGVD 29 (??/??/92) 137.840 (m) 452.23 (f) ADJ UNCH 2 0 EZ1042 EZ1042.Superseded values are not recommended for survey control. EZ1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1042.See file dsdata.txt to determine how the superseded data were derived. EZ1042 EZ1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9901042054(NAD 83) EZ1042_MARKER: DE = TRAVERSE STATION DISK EZ1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1042_SP_SET: CONCRETE POST EZ1042_STAMPING: SIPPIHAW 1967 EZ1042_MARK LOGO: NCGS EZ1042_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1042+STABILITY: SURFACE MOTION EZ1042 EZ1042 HISTORY - Date Condition Report By EZ1042 HISTORY - 1967 MONUMENTED NCGS EZ1042 HISTORY - 1973 GOOD NCGS EZ1042 HISTORY - 1979 MARK NOT FOUND LOCSUR EZ1042 HISTORY - 19830101 MARK NOT FOUND NCGS EZ1042 EZ1042 STATION DESCRIPTION EZ1042 EZ1042'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1042'SIPPIHAW IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1042'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ1042' EZ1042'SIPPIHAW IS LOCATED APPROXIMATELY 1.6 MILES NNW OF FUQUAY EZ1042'SPRINGS. TO REACH STATION PROCEED FROM THE INTERSECTION OF NC EZ1042'55 NORTH WITH U.S. 401 IN FUQUAY-VARINA, GO NORTHWEST ON NC 55 EZ1042'FOR 0.95 MILE TO INTERSECTION OF SR 1110, AND STATION. WHICH EZ1042'IS ON THE WEST BANK OF NC 55, IN SOUTHWEST QUADRANT FORMED BY EZ1042'INTERSECTION OF SR 1110 AND NC 55. EZ1042' EZ1042'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1042'SIPPIHAW 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ1042'OF WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ1042' EZ1042'MARK IS EZ1042' EZ1042'30.1 FT WSW OF C/L OF NC 55 EZ1042' EZ1042'5.0 FT SE OF TP WITH ALUMINUM REF. TAG IN SW QUADRANT OF EZ1042'INTERSECTION OF SR 1110 AND NC 55 EZ1042' EZ1042'88.6 FT SSE OF 48 INCH OAK TREE WITH ALUMINUM REF. TAG IN NW EZ1042'QUADRANT OF INTERSECTION OF SR 1110 AND NC 55 EZ1042' EZ1042'38.0 FT ESE OF 4X4 POST WITH ALUMINUM REF. TAG, AND STOP SIGN ON EZ1042'S SHOULDER OF SR 1110 EZ1042' EZ1042'54.6 FT SSE OF C/L OF SR 1110 EZ1042 EZ1042 STATION RECOVERY (1973) EZ1042 EZ1042'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1042'IN FUQUAY VARINA. EZ1042'TO REACH STATION FROM INTERSECTION OF U.S. 401 AND NC 55 IN EZ1042'FUQUAY-VARINA, PROCEED NW ALONG NC 55 FOR 0.95 MILES TO SR 1110 EZ1042'AND STATION IN SOUTHERNMOST QUADRANT OF INTERSECTION ON TOP OF EZ1042'BANK, 30.1 FT WSW OF C/L OF NC 55, 54.6 FT SSE OF C/L OF SR 1110, EZ1042'14.6 FT NNW OF TP W/ALUMINUM REF. TAG, 38.0 FT ESE OF 4 X 4 STOP EZ1042'SIGN POST W/ALUMINUM REF. TAG, AND 88.6 FT SSE OF 48 IN OAK IN EZ1042'W QUADRANT AND W/ALUMINUM REF. TAG. DISK IS SET IN CONCRETE EZ1042'CYLINDER 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ1042 EZ1042 STATION RECOVERY (1979) EZ1042 EZ1042'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (CWR) EZ1042'THE STATION WAS REPORTED PROBABLY DESTROYED BY SHOULDER IMPROVEMENTS. EZ1042 EZ1042 STATION RECOVERY (1983) EZ1042 EZ1042'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 EZ1042'STATION NOT RECOVERED AT THIS DATE. THE STATION WAS SEARCHED FOR BUT EZ1042'NOT FOUND, PROBABLY DESTROYED BY GRADING. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0721 *********************************************************************** EZ0721 DESIGNATION - SIR WALTER EZ0721 PID - EZ0721 EZ0721 STATE/COUNTY- NC/WAKE EZ0721 USGS QUAD - RALEIGH WEST (1988) EZ0721 EZ0721 *CURRENT SURVEY CONTROL EZ0721 ___________________________________________________________________ EZ0721* NAD 83(1986)- 35 46 31.97700(N) 078 38 25.52949(W) ADJUSTED EZ0721* NAVD 88 - 98.664 (meters) 323.70 (feet) ADJUSTED EZ0721 ___________________________________________________________________ EZ0721 LAPLACE CORR- -7.42 (seconds) DEFLEC99 EZ0721 GEOID HEIGHT- -32.91 (meters) GEOID03 EZ0721 DYNAMIC HT - 98.579 (meters) 323.42 (feet) COMP EZ0721 MODELED GRAV- 979,767.7 (mgal) NAVD 88 EZ0721 EZ0721 HORZ ORDER - SECOND EZ0721 VERT ORDER - FIRST CLASS I EZ0721 EZ0721.The North Carolina HARNS have been completed but, EZ0721.due to contractual restrictions, coordinates for these stations EZ0721.will NOT be published in the near future. In the interim, the EZ0721.published coordinates in North Carolina will not be EZ0721.consistent with the Continuously Operating Reference Stations EZ0721.(CORS). The HARN coordinates for these stations are available EZ0721.upon request. Contact Gary Thompson(919-733-3836). EZ0721. EZ0721.In addition, the published North Carolina positions EZ0721.(NAD 83 (1986)) are NOT consistent with those determined in EZ0721.adjacent state readjustments. The discontinuity between stations EZ0721.located in North Carolina and those in adjacent states EZ0721.which have been adjusted to the HARN may be as much as 5 EZ0721.decimeters. This will result in a significant loss of accuracy EZ0721.over lines crossing such state borders. EZ0721 EZ0721 EZ0721.The horizontal coordinates were established by classical geodetic methods EZ0721.and adjusted by the National Geodetic Survey in July 1986. EZ0721 EZ0721.The orthometric height was determined by differential leveling EZ0721.and adjusted by the National Geodetic Survey in June 1991. EZ0721 EZ0721.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0721 EZ0721.The geoid height was determined by GEOID03. EZ0721 EZ0721.The dynamic height is computed by dividing the NAVD 88 EZ0721.geopotential number by the normal gravity value computed on the EZ0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0721.degrees latitude (g = 980.6199 gals.). EZ0721 EZ0721.The modeled gravity was interpolated from observed gravity values. EZ0721 EZ0721; North East Units Scale Factor Converg. EZ0721;SPC NC - 224,756.843 642,110.602 MT 0.99991428 +0 12 27.1 EZ0721;SPC NC - 737,389.74 2,106,657.87 sFT 0.99991428 +0 12 27.1 EZ0721;UTM 17 - 3,961,622.358 713,283.118 MT 1.00016058 +1 22 47.8 EZ0721 EZ0721! - Elev Factor x Scale Factor = Combined Factor EZ0721!SPC NC - 0.99998968 x 0.99991428 = 0.99990396 EZ0721!UTM 17 - 0.99998968 x 1.00016058 = 1.00015026 EZ0721 EZ0721|---------------------------------------------------------------------| EZ0721| PID Reference Object Distance Geod. Az | EZ0721| dddmmss.s | EZ0721| EZ5113 AUDITORIUM 361.238 METERS 18242 | EZ0721| EZ0720 BUFFALOE 300.832 METERS 27552 | EZ0721|---------------------------------------------------------------------| EZ0721 EZ0721 SUPERSEDED SURVEY CONTROL EZ0721 EZ0721 NAD 27 - 35 46 31.43327(N) 078 38 26.52093(W) AD( ) 2 EZ0721 NGVD 29 (??/??/92) 98.945 (m) 324.62 (f) ADJ UNCH 1 1 EZ0721 EZ0721.Superseded values are not recommended for survey control. EZ0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0721.See file dsdata.txt to determine how the superseded data were derived. EZ0721 EZ0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1328361622(NAD 83) EZ0721_MARKER: DE = TRAVERSE STATION DISK EZ0721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0721_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0721_STAMPING: SIR WALTER 1967 EZ0721_MAGNETIC: N = NO MAGNETIC MATERIAL EZ0721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0721+STABILITY: SURFACE MOTION EZ0721 EZ0721 HISTORY - Date Condition Report By EZ0721 HISTORY - 1967 MONUMENTED NCGS EZ0721 HISTORY - 1968 GOOD NGS EZ0721 HISTORY - 1972 GOOD NCGS EZ0721 HISTORY - 1978 GOOD DOD EZ0721 HISTORY - 1983 GOOD NCGS EZ0721 HISTORY - 1984 GOOD USPSQD EZ0721 HISTORY - 1984 GOOD USPSQD EZ0721 HISTORY - 20021126 MARK NOT FOUND INDIV EZ0721 HISTORY - 20040520 MARK NOT FOUND USPSQD EZ0721 EZ0721 STATION DESCRIPTION EZ0721 EZ0721'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ0721'SIR WALTER IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ0721'ESTABLISHED IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ0721' EZ0721'SIR WALTER IS LOCATED APPROXIMATELY 0.3 MILE SOUTH OF EZ0721'RALEIGH CAPITOL SQUARE. TO REACH STATION PROCEED FROM CAPITOL EZ0721'SQUARE SOUTH ON S. SALISBURY ST. FOR 0.3 MILE TO STATION IN EZ0721'THE SOUTHWEST QUADRANT OF S. SALISBURY ST. AND W. EAVIE EZ0721'ST., ACROSS THE STREET FROM THE SIR WALTER HOTEL AND IN THE EZ0721'CORNER OF THE TWO SIDEWALKS. EZ0721' EZ0721'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0721'SIR WALTER 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ0721'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0721' EZ0721'MARK IS EZ0721' EZ0721'5.3 FT S OF CENTER OF TELEPHONE CO. MANHOLE COVER EZ0721' EZ0721'1.0 FT S OF S EDGE OF SIDEWALK ON S SIDE OF W. DAVIE ST. EZ0721' EZ0721'1.5 FT E OF E EDGE OF SIDEWALK ON W SIDE OF S. SALISBURY ST. EZ0721' EZ0721'2.0 FT NNW OF METAL STREET LAMP POLE EZ0721' EZ0721'9.4 FT E OF END OF BRICK PARAPET WALL EZ0721 EZ0721 STATION RECOVERY (1968) EZ0721 EZ0721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968 EZ0721'0.4 MI NE FROM RALEIGH. EZ0721'ABOUT 0.05 MILE EAST ALONG WEST CABARRUS STREET FROM THE SOUTHERN EZ0721'RAILWAY COMPANY RAILROAD STATION AT RALEIGH, THENCE 0.1 MILE EZ0721'NORTH ALONG SOUTH DAWSON STREET, THENCE 0.2 MILE EAST ALONG EZ0721'WEST DAVIE STREET, 0.1 MILE SOUTH OF THE POST OFFICE BUILDING, EZ0721'31 1/2 FEET SOUTH OF THE CENTERLINE OF THE STREET, 25 FEET WEST EZ0721'OF THE CENTERLINE OF SOUTH SALISBURY STREET, 91 1/2 FEET NORTH EZ0721'OF THE NORTHEAST CORNER OF THE BUILDING WHICH IS NOW OCCUPIED EZ0721'BY WPTF RADIO STATION, 2 FEET WEST OF A METAL LIGHT POST, AND EZ0721'SET IN THE TOP OF A CONCRETE POST SURROUNDED BY AND ABOUT LEVEL EZ0721'WITH A CONCRETE SIDEWALK. EZ0721 EZ0721 STATION RECOVERY (1972) EZ0721 EZ0721'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0721'RECOVERED IN GOOD CONDITION. EZ0721 EZ0721 STATION RECOVERY (1978) EZ0721 EZ0721'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1978 EZ0721'RECOVERED IN GOOD CONDITION. EZ0721 EZ0721 STATION RECOVERY (1983) EZ0721 EZ0721'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG) EZ0721'THE STATION WAS RECOVERED AT THIS DATE. EZ0721'THE STATION WAS FOUND IN GOOD CONDITION AS DESCRIBED. EZ0721' EZ0721'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK. EZ0721 EZ0721 STATION RECOVERY (1984) EZ0721 EZ0721'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGS) EZ0721'SIR WALTER 1967 RECOVERED GOOD. EZ0721' EZ0721'THE DESCRIPTION SHOULD BE REVISED AS FOLLOWS--STATION IN THE EZ0721'SOUTHWEST QUADRANT OF S. SALISBURY ST AND W. DAVIE ST. NOT W. EZ0721'EAVIE ST., ALSO STATION MARK SET IN SIDEWALK, THE TOP OF WHICH EZ0721'IS FLUSH WITH THE SURFACE OF THE SIDEWALK. THE FIRST REFERENCE EZ0721'SHOULD READ--5.3 FEET SSE OF CENTER... THE SECOND AND THIRD EZ0721'REFERENCE POINTS ARE NO LONGER VALID. THE FOURTH REFERENCE EZ0721'SHOULD READ--1.7 FEET NNW OF METAL..... SUGGEST ADDING THE EZ0721'FOLLOWING REFERENCE POINT--3.3 FEET W OF W EDGE OF W CURB ON EZ0721'S. SALISBURY ST. EZ0721 EZ0721 STATION RECOVERY (1984) EZ0721 EZ0721'RECOVERY NOTE BY US POWER SQUADRON 1984 EZ0721''STATION IN THE SOUTHWEST QUADRANT OF SOUTH SALISBURY ST. AND WEST EZ0721'DAVIE ST. 'NOW WEST EAVIE ST. ALSO STATION MARK SET IN SIDEWALK, THE EZ0721'TOP OF WHICH IS FLUSH WITH THE SURFACE OF THE SIDEWALK. THE FIRST EZ0721'REFERENCE SHOULD READ: 5.3' SOUTH-SOUTHEAST OF CENTER. THE SECOND AND EZ0721'THIRD REFERENCE POINTS ARE NO LONGER VALID. THE FOURTH REFERENCE EZ0721'SHOULD READ: 1.7' NORTH-NORTHWEST OF METAL. SUGGUEST ADDING THE EZ0721'FOLLOWING REFERENCE POINT. 3.3' WEST OF WEST EDGE OF WEST CURB ON EZ0721'SOUTH SALISBURY ST. EZ0721 EZ0721 STATION RECOVERY (2002) EZ0721 EZ0721'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JE) EZ0721'MARK APPARENTLY NO LONGER EXISTS AT THIS LOCATION. APPARENTLY DUE TO EZ0721'SIDEWALK/STREET MAINTENANCE/RENOVATION. EZ0721 EZ0721 STATION RECOVERY (2004) EZ0721 EZ0721'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ0721'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0975 *********************************************************************** EZ0975 DESIGNATION - SIX EZ0975 PID - EZ0975 EZ0975 STATE/COUNTY- NC/WAKE EZ0975 USGS QUAD - BAYLEAF (1987) EZ0975 EZ0975 *CURRENT SURVEY CONTROL EZ0975 ___________________________________________________________________ EZ0975* NAD 83(1986)- 35 54 04.78762(N) 078 39 09.03917(W) ADJUSTED EZ0975* NAVD 88 - 151.800 (meters) 498.03 (feet) ADJUSTED EZ0975 ___________________________________________________________________ EZ0975 LAPLACE CORR- -6.92 (seconds) DEFLEC99 EZ0975 GEOID HEIGHT- -32.54 (meters) GEOID03 EZ0975 DYNAMIC HT - 151.672 (meters) 497.61 (feet) COMP EZ0975 MODELED GRAV- 979,782.2 (mgal) NAVD 88 EZ0975 EZ0975 HORZ ORDER - SECOND EZ0975 VERT ORDER - SECOND CLASS 0 EZ0975 EZ0975.The North Carolina HARNS have been completed but, EZ0975.due to contractual restrictions, coordinates for these stations EZ0975.will NOT be published in the near future. In the interim, the EZ0975.published coordinates in North Carolina will not be EZ0975.consistent with the Continuously Operating Reference Stations EZ0975.(CORS). The HARN coordinates for these stations are available EZ0975.upon request. Contact Gary Thompson(919-733-3836). EZ0975. EZ0975.In addition, the published North Carolina positions EZ0975.(NAD 83 (1986)) are NOT consistent with those determined in EZ0975.adjacent state readjustments. The discontinuity between stations EZ0975.located in North Carolina and those in adjacent states EZ0975.which have been adjusted to the HARN may be as much as 5 EZ0975.decimeters. This will result in a significant loss of accuracy EZ0975.over lines crossing such state borders. EZ0975 EZ0975 EZ0975.The horizontal coordinates were established by classical geodetic methods EZ0975.and adjusted by the National Geodetic Survey in July 1986. EZ0975 EZ0975.The orthometric height was determined by differential leveling EZ0975.and adjusted by the National Geodetic Survey in June 1991. EZ0975 EZ0975.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0975 EZ0975.The geoid height was determined by GEOID03. EZ0975 EZ0975.The dynamic height is computed by dividing the NAVD 88 EZ0975.geopotential number by the normal gravity value computed on the EZ0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0975.degrees latitude (g = 980.6199 gals.). EZ0975 EZ0975.The modeled gravity was interpolated from observed gravity values. EZ0975 EZ0975; North East Units Scale Factor Converg. EZ0975;SPC NC - 238,707.948 640,969.054 MT 0.99993674 +0 12 02.0 EZ0975;SPC NC - 783,160.99 2,102,912.64 sFT 0.99993674 +0 12 02.0 EZ0975;UTM 17 - 3,975,550.361 711,855.526 MT 1.00015308 +1 22 37.4 EZ0975 EZ0975! - Elev Factor x Scale Factor = Combined Factor EZ0975!SPC NC - 0.99998128 x 0.99993674 = 0.99991802 EZ0975!UTM 17 - 0.99998128 x 1.00015308 = 1.00013436 EZ0975 EZ0975: Primary Azimuth Mark Grid Az EZ0975:SPC NC - TIPPERS 351 09 32.9 EZ0975:UTM 17 - TIPPERS 349 58 57.5 EZ0975 EZ0975|---------------------------------------------------------------------| EZ0975| PID Reference Object Distance Geod. Az | EZ0975| dddmmss.s | EZ0975| EZ0974 SIX FORKS 51.111 METERS 16723 | EZ0975| EZ5203 TIPPERS 424.560 METERS 3512134.9 | EZ0975|---------------------------------------------------------------------| EZ0975 EZ0975 SUPERSEDED SURVEY CONTROL EZ0975 EZ0975 NAD 27 - 35 54 04.26205(N) 078 39 10.02621(W) AD( ) 2 EZ0975 NGVD 29 (??/??/92) 152.08 (m) 498.9 (f) COMPUTED 2 0 EZ0975 EZ0975.Superseded values are not recommended for survey control. EZ0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0975.See file dsdata.txt to determine how the superseded data were derived. EZ0975 EZ0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1185675550(NAD 83) EZ0975_MARKER: DE = TRAVERSE STATION DISK EZ0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0975_STAMPING: SIX 1965 EZ0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0975+STABILITY: SURFACE MOTION EZ0975 EZ0975 HISTORY - Date Condition Report By EZ0975 HISTORY - 1965 MONUMENTED NCGS EZ0975 HISTORY - 1973 GOOD NCGS EZ0975 HISTORY - 20050101 MARK NOT FOUND GEOCAC EZ0975 EZ0975 STATION DESCRIPTION EZ0975 EZ0975'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ0975'SIX IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ0975'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ0975' EZ0975'SIX IS 8.3 MILES N OF RALEIGH. LOCATED 1.7 MILES E ALONG SR EZ0975'1829 FROM NC 50. 1.7 MILES WNW ALONG SR 1829 FROM SR 2000. IN EZ0975'THE NW QUADRANT OF SR 1829 AND SR 1005 AT SIX FORKS CROSS EZ0975'ROADS. STATION IS IN YARD APPROXIMATELY 175 FT SE OF WHITE EZ0975'HOUSE 4 FT ABOVE ROAD. EZ0975' EZ0975'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0975'SIX 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ0975'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ0975' EZ0975'MARK IS EZ0975' EZ0975'29.8 FT W OF C/L OF SR 1005 EZ0975' EZ0975'64.1 FT E OF 12 INCH PECAN TREE EZ0975' EZ0975'93.0 FT NE OF 36 INCH PECAN TREE EZ0975' EZ0975'108.1 FT NE OF R/W MARKER ON SR 1829 EZ0975' EZ0975'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ0975 EZ0975 STATION RECOVERY (1973) EZ0975 EZ0975'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0975'4.5 MI NW FROM MILLBROOK. EZ0975'SIX IS LOCATED APPROXIMATELY 8.4 MILES NORTH OF CAPITOL SQUARE EZ0975'IN RALEIGH. STATION IS IN THE NW QUADRANT OF INTERSECTION OF EZ0975'SR 1005 AND SR 1829 AT SIX FORKS, 1.65 MILES EAST OF INTERSECTION EZ0975'OF SR 1829 WITH NC 50, IN YARD AND APPROXIMATELY 175 FT SE OF A EZ0975'WHITE HOUSE, 29.8 FT W OF C/L OF SR 1005 (SIX FORKS ROAD), 108.1 EZ0975'FT NE OF R/W MARKER ON NORTH SIDE OF SR 1829, 91.4 FT NNW OF TOP EZ0975'OF A FIRE HYDRANT, 64.1 FT E OF 12 IN PECAN, AND 93.0 FT NE OF 36 EZ0975'IN PECAN. DISK IS SET IN CONCRETE CYLINDER 1 INCH BELOW THE EZ0975'SURFACE OF THE GROUND. EZ0975 EZ0975 STATION RECOVERY (2005) EZ0975 EZ0975'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ0975'HIGHWAY CONSTRUCTION WIDENED INTERSECTION OF SIX FORKS ROAD AND EZ0975'STRICKLAND ROAD. MARK APPEARS TO HAVE BEEN LOCATED WITHIN NEW EZ0975'CONSTRUCTION AREA. SITE OCCUPIED BY WACHOVIA BANK, 8901 SIX FORKS EZ0975'ROAD. ALL ORIGINAL REFERENCE POINTS ARE GONE. EZ0975' EZ0975'A SURVEY MAP OF THE ORIGINAL PARCEL, SHOWING THE HOUSE, TREES, AND EZ0975'BENCHMARK, IS RECORDED IN BOOK OF MAPS 1983, PAGE 671 OF THE WAKE EZ0975'COUNTY REGISTER OF DEEDS, RALEIGH, NORTH CAROLINA. EZ0975' EZ0975' 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0974 *********************************************************************** EZ0974 DESIGNATION - SIX FORKS EZ0974 PID - EZ0974 EZ0974 STATE/COUNTY- NC/WAKE EZ0974 USGS QUAD - BAYLEAF (1987) EZ0974 EZ0974 *CURRENT SURVEY CONTROL EZ0974 ___________________________________________________________________ EZ0974* NAD 83(1986)- 35 54 03.16936(N) 078 39 08.59404(W) ADJUSTED EZ0974* NAVD 88 - 151.374 (meters) 496.63 (feet) ADJUSTED EZ0974 ___________________________________________________________________ EZ0974 LAPLACE CORR- -6.92 (seconds) DEFLEC99 EZ0974 GEOID HEIGHT- -32.54 (meters) GEOID03 EZ0974 DYNAMIC HT - 151.245 (meters) 496.21 (feet) COMP EZ0974 MODELED GRAV- 979,782.2 (mgal) NAVD 88 EZ0974 EZ0974 HORZ ORDER - SECOND EZ0974 VERT ORDER - SECOND CLASS 0 EZ0974 EZ0974.The North Carolina HARNS have been completed but, EZ0974.due to contractual restrictions, coordinates for these stations EZ0974.will NOT be published in the near future. In the interim, the EZ0974.published coordinates in North Carolina will not be EZ0974.consistent with the Continuously Operating Reference Stations EZ0974.(CORS). The HARN coordinates for these stations are available EZ0974.upon request. Contact Gary Thompson(919-733-3836). EZ0974. EZ0974.In addition, the published North Carolina positions EZ0974.(NAD 83 (1986)) are NOT consistent with those determined in EZ0974.adjacent state readjustments. The discontinuity between stations EZ0974.located in North Carolina and those in adjacent states EZ0974.which have been adjusted to the HARN may be as much as 5 EZ0974.decimeters. This will result in a significant loss of accuracy EZ0974.over lines crossing such state borders. EZ0974 EZ0974 EZ0974.The horizontal coordinates were established by classical geodetic methods EZ0974.and adjusted by the National Geodetic Survey in July 1986. EZ0974 EZ0974.The orthometric height was determined by differential leveling EZ0974.and adjusted by the National Geodetic Survey in June 1991. EZ0974 EZ0974.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0974 EZ0974.The geoid height was determined by GEOID03. EZ0974 EZ0974.The dynamic height is computed by dividing the NAVD 88 EZ0974.geopotential number by the normal gravity value computed on the EZ0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0974.degrees latitude (g = 980.6199 gals.). EZ0974 EZ0974.The modeled gravity was interpolated from observed gravity values. EZ0974 EZ0974; North East Units Scale Factor Converg. EZ0974;SPC NC - 238,658.114 640,980.390 MT 0.99993665 +0 12 02.3 EZ0974;SPC NC - 782,997.50 2,102,949.83 sFT 0.99993665 +0 12 02.3 EZ0974;UTM 17 - 3,975,500.759 711,867.886 MT 1.00015315 +1 22 37.6 EZ0974 EZ0974! - Elev Factor x Scale Factor = Combined Factor EZ0974!SPC NC - 0.99998135 x 0.99993665 = 0.99991800 EZ0974!UTM 17 - 0.99998135 x 1.00015315 = 1.00013450 EZ0974 EZ0974: Primary Azimuth Mark Grid Az EZ0974:SPC NC - HALLS PLACE 283 51 20.8 EZ0974:UTM 17 - HALLS PLACE 282 40 45.5 EZ0974 EZ0974|---------------------------------------------------------------------| EZ0974| PID Reference Object Distance Geod. Az | EZ0974| dddmmss.s | EZ0974| EZ0976 HALLS PLACE APPROX. 0.8 KM 2840323.1 | EZ0974| EZ0975 SIX 51.111 METERS 34723 | EZ0974| EZ5203 TIPPERS 475.562 METERS 3505558.6 | EZ0974|---------------------------------------------------------------------| EZ0974 EZ0974 SUPERSEDED SURVEY CONTROL EZ0974 EZ0974 NAD 27 - 35 54 02.64383(N) 078 39 09.58111(W) AD( ) 2 EZ0974 NGVD 29 (??/??/92) 151.66 (m) 497.6 (f) COMPUTED 2 0 EZ0974 EZ0974.Superseded values are not recommended for survey control. EZ0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0974.See file dsdata.txt to determine how the superseded data were derived. EZ0974 EZ0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1186875501(NAD 83) EZ0974_MARKER: DE = TRAVERSE STATION DISK EZ0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0974_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0974_STAMPING: SIX FORKS 1961 EZ0974_MAGNETIC: N = NO MAGNETIC MATERIAL EZ0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0974+STABILITY: SURFACE MOTION EZ0974 EZ0974 HISTORY - Date Condition Report By EZ0974 HISTORY - 1961 MONUMENTED NCGS EZ0974 HISTORY - 1973 GOOD NCGS EZ0974 HISTORY - 1985 MARK NOT FOUND NCGS EZ0974 HISTORY - 1985 MARK NOT FOUND NCGS EZ0974 EZ0974 STATION DESCRIPTION EZ0974 EZ0974'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ0974'SIX FORKS IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ0974'ESTABLISHED IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ0974' EZ0974'SIX FORKS IS 8.8 MILES N OF RALEIGH. PROCEED FROM EZ0974'INTERSECTION OF U.S. 70 AND NC 50 (NW OF RALEIGH), GO RIGHT EZ0974'(NORTH) ON NC 50 4.3 MILES TO INTERSECTION WITH SR 1829. GO EZ0974'RIGHT (EAST) 1.7 MILES ALONG SR 1829 TO INTERSECTION WITH SR EZ0974'1005. STATION IS ON THE RIGHT AND 0.3 MILES S OF BAYLEAF FIRE EZ0974'TOWER. EZ0974' EZ0974'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0974'SIX FORKS 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ0974'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0974' EZ0974'MARK IS EZ0974' EZ0974'30.0 FT S OF C/L OF SR 1829 EZ0974' EZ0974'37.8 FT WNW OF W END OF CONCRETE CULVERT HEADWALL ON SR 1005 EZ0974' EZ0974'106.8 FT E OF PP WITH ALUMINUM REF. TAG EZ0974' EZ0974'109.9 FT NNE OF 24 INCH OAK TREE WITH ALUMINUM REF. TAG EZ0974 EZ0974 STATION RECOVERY (1973) EZ0974 EZ0974'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0974'4.5 MI NW FROM MILLBROOK. EZ0974'SIX FORKS IS LOCATED APPROXIMATELY 8.4 MILES NORTH OF CAPITOL EZ0974'SQUARE IN RALEIGH. STATION IS IN THE SW QUADRANT OF INTERSECTION EZ0974'OF SR 1005 AND SR 1829 AT SIX FORKS, 1.65 MILES EAST OF INTERSECTION EZ0974'OF SR 1829 WITH NC 50, 30.0 FT SOUTH OF C/L OF SR 1829, 37.8 FT EZ0974'WNW OF WEST END OF CONCRETE HEADWALL UNDER SR 1005 (SIX FORKS EZ0974'ROAD), 77.8 FT SOUTH OF TOP OF FIRE HYDRANT, 108.0 FT EAST OF PP EZ0974'W/ALUMINUM REF. TAG, AND 109.9 FT NNE OF 24 IN OAK W/ALUMINUM EZ0974'REF. TAG. DISK IS SET IN CONCRETE CYLINDER FLUSH WITH THE SURFACE EZ0974'OF THE GROUND. EZ0974 EZ0974 STATION RECOVERY (1985) EZ0974 EZ0974'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0974'THE STATION NOT RECOVERED AT THIS DATE. EZ0974'ALL REFERENCES FALL IN RIGHT TURN LANE OF SR 1829. EZ0974' EZ0974'NCGS EZ0974 EZ0974 STATION RECOVERY (1985) EZ0974 EZ0974'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 EZ0974'THE STATION NOT RECOVERED AT THIS DATE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6612 *********************************************************************** EZ6612 DESIGNATION - SIXSAW EZ6612 PID - EZ6612 EZ6612 STATE/COUNTY- NC/WAKE EZ6612 USGS QUAD - BAYLEAF (1987) EZ6612 EZ6612 *CURRENT SURVEY CONTROL EZ6612 ___________________________________________________________________ EZ6612* NAD 83(1986)- 35 52 55.39389(N) 078 38 46.60117(W) ADJUSTED EZ6612* NAVD 88 - 117.166 (meters) 384.40 (feet) ADJUSTED EZ6612 ___________________________________________________________________ EZ6612 LAPLACE CORR- -6.96 (seconds) DEFLEC99 EZ6612 GEOID HEIGHT- -32.62 (meters) GEOID03 EZ6612 DYNAMIC HT - 117.067 (meters) 384.08 (feet) COMP EZ6612 MODELED GRAV- 979,782.3 (mgal) NAVD 88 EZ6612 EZ6612 HORZ ORDER - SECOND EZ6612 VERT ORDER - SECOND CLASS II EZ6612 EZ6612.The North Carolina HARNS have been completed but, EZ6612.due to contractual restrictions, coordinates for these stations EZ6612.will NOT be published in the near future. In the interim, the EZ6612.published coordinates in North Carolina will not be EZ6612.consistent with the Continuously Operating Reference Stations EZ6612.(CORS). The HARN coordinates for these stations are available EZ6612.upon request. Contact Gary Thompson(919-733-3836). EZ6612. EZ6612.In addition, the published North Carolina positions EZ6612.(NAD 83 (1986)) are NOT consistent with those determined in EZ6612.adjacent state readjustments. The discontinuity between stations EZ6612.located in North Carolina and those in adjacent states EZ6612.which have been adjusted to the HARN may be as much as 5 EZ6612.decimeters. This will result in a significant loss of accuracy EZ6612.over lines crossing such state borders. EZ6612 EZ6612 EZ6612.The horizontal coordinates were established by classical geodetic methods EZ6612.and adjusted by the National Geodetic Survey in December 1992. EZ6612 EZ6612.The orthometric height was determined by differential leveling EZ6612.and adjusted by the National Geodetic Survey in September 1998. EZ6612 EZ6612.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6612 EZ6612.The geoid height was determined by GEOID03. EZ6612 EZ6612.The dynamic height is computed by dividing the NAVD 88 EZ6612.geopotential number by the normal gravity value computed on the EZ6612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6612.degrees latitude (g = 980.6199 gals.). EZ6612 EZ6612.The modeled gravity was interpolated from observed gravity values. EZ6612 EZ6612; North East Units Scale Factor Converg. EZ6612;SPC NC - 236,571.277 641,539.305 MT 0.99993298 +0 12 15.0 EZ6612;SPC NC - 776,150.93 2,104,783.54 sFT 0.99993298 +0 12 15.0 EZ6612;UTM 17 - 3,973,425.379 712,469.652 MT 1.00015630 +1 22 48.3 EZ6612 EZ6612! - Elev Factor x Scale Factor = Combined Factor EZ6612!SPC NC - 0.99998673 x 0.99993298 = 0.99991971 EZ6612!UTM 17 - 0.99998673 x 1.00015630 = 1.00014303 EZ6612 EZ6612 SUPERSEDED SURVEY CONTROL EZ6612 EZ6612 NGVD 29 (12/28/92) 117.45 (m) 385.3 (f) LEVELING 3 EZ6612 EZ6612.Superseded values are not recommended for survey control. EZ6612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6612.See file dsdata.txt to determine how the superseded data were derived. EZ6612 EZ6612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1247073425(NAD 83) EZ6612_MARKER: DH = HORIZONTAL CONTROL DISK EZ6612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6612_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6612_STAMPING: SIXSAW 1985 EZ6612_MARK LOGO: NCGS EZ6612_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6612+STABILITY: SURFACE MOTION EZ6612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6612+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2005 EZ6612 EZ6612 HISTORY - Date Condition Report By EZ6612 HISTORY - 1985 MONUMENTED NCGS EZ6612 HISTORY - 19870101 GOOD NCGS EZ6612 HISTORY - 20050101 GOOD GEOCAC EZ6612 EZ6612 STATION DESCRIPTION EZ6612 EZ6612'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ6612'THE STATION IS LOCATED IN NORTH RALEIGH. EZ6612' EZ6612'ALONG SIX FORKS ROAD, 2.2 KM (1.35 MI) SOUTH FROM THE CROSSROADS (AT EZ6612'SIX FORKS), IN THE SOUTHWEST QUADRANT OF THE T-INTERSECTION WITH EZ6612'SAWMILL ROAD, AT THE NORTHEAST CORNER OF SIX FORKS SQUARE SHOPPING EZ6612'CENTER. EZ6612' EZ6612'THE STATION IS A STANDARD NCGS DISK STAMPED---SIXSAW 1985---, EZ6612'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6612'25 CM IN DIAMETER RECESSED 2 CM BELOW GROUND. LOCATED EZ6612'0.6 METERS (1.9 FT) WEST OF THE EDGE OF THE CURB, EZ6612'0.8 METERS (2.6 FT) EAST OF THE EDGE OF THE SIDEWALK, EZ6612'20.1 METERS (65.8 FT) SOUTH OF THE CENTER OF THE EAST END OF A EZ6612'TRAFFIC ISLAND CURB FOR SAWMILL ROAD, EZ6612'37.2 METERS (122.2 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE EZ6612'SOUTHERN NATIONAL BANK BUILDING, EZ6612'26.8 METERS (88.0 FT) NORTH OF THE NORTHEAST CORNER OF A CONCRETE EZ6612'PAD FOR A CAROLINA POWER AND LIGHT COMPANY ELECTRICAL BOX, EZ6612'10.8 METERS (35.4 FT) SOUTH OF A MANHOLE COVER, AND EZ6612'1.1 METERS (3.5 FT) SOUTHEAST OF THE SOUTH EDGE OF A HANDICAP EZ6612'SIDEWALK. EZ6612' EZ6612'MARK IS LEVEL WITH THE HIGHWAY. EZ6612 EZ6612 STATION RECOVERY (1987) EZ6612 EZ6612'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ6612'RECOVERED AS DESCRIBED. MARK IS 4.9 M (16.1 FT) SOUTHEAST OF A SIGNAL EZ6612'LIGHT POLE WITH A REFERENCE TAG. EZ6612 EZ6612 STATION RECOVERY (2005) EZ6612 EZ6612'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ6612'AS DESCRIBED, EXCEPT NOW RECESSED 10 CM BELOW GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0978 *********************************************************************** EZ0978 DESIGNATION - SMITH EZ0978 PID - EZ0978 EZ0978 STATE/COUNTY- NC/WAKE EZ0978 USGS QUAD - BAYLEAF (1987) EZ0978 EZ0978 *CURRENT SURVEY CONTROL EZ0978 ___________________________________________________________________ EZ0978* NAD 83(1986)- 35 54 05.46240(N) 078 40 42.86146(W) ADJUSTED EZ0978* NAVD 88 - 142.405 (meters) 467.21 (feet) ADJUSTED EZ0978 ___________________________________________________________________ EZ0978 LAPLACE CORR- -6.88 (seconds) DEFLEC99 EZ0978 GEOID HEIGHT- -32.43 (meters) GEOID03 EZ0978 DYNAMIC HT - 142.284 (meters) 466.81 (feet) COMP EZ0978 MODELED GRAV- 979,780.5 (mgal) NAVD 88 EZ0978 EZ0978 HORZ ORDER - SECOND EZ0978 VERT ORDER - SECOND CLASS 0 EZ0978 EZ0978.The North Carolina HARNS have been completed but, EZ0978.due to contractual restrictions, coordinates for these stations EZ0978.will NOT be published in the near future. In the interim, the EZ0978.published coordinates in North Carolina will not be EZ0978.consistent with the Continuously Operating Reference Stations EZ0978.(CORS). The HARN coordinates for these stations are available EZ0978.upon request. Contact Gary Thompson(919-733-3836). EZ0978. EZ0978.In addition, the published North Carolina positions EZ0978.(NAD 83 (1986)) are NOT consistent with those determined in EZ0978.adjacent state readjustments. The discontinuity between stations EZ0978.located in North Carolina and those in adjacent states EZ0978.which have been adjusted to the HARN may be as much as 5 EZ0978.decimeters. This will result in a significant loss of accuracy EZ0978.over lines crossing such state borders. EZ0978 EZ0978 EZ0978.The horizontal coordinates were established by classical geodetic methods EZ0978.and adjusted by the National Geodetic Survey in July 1986. EZ0978 EZ0978.The orthometric height was determined by differential leveling EZ0978.and adjusted by the National Geodetic Survey in June 1991. EZ0978 EZ0978.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0978 EZ0978.The geoid height was determined by GEOID03. EZ0978 EZ0978.The dynamic height is computed by dividing the NAVD 88 EZ0978.geopotential number by the normal gravity value computed on the EZ0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0978.degrees latitude (g = 980.6199 gals.). EZ0978 EZ0978.The modeled gravity was interpolated from observed gravity values. EZ0978 EZ0978; North East Units Scale Factor Converg. EZ0978;SPC NC - 238,720.818 638,616.402 MT 0.99993678 +0 11 07.9 EZ0978;SPC NC - 783,203.22 2,095,193.98 sFT 0.99993678 +0 11 07.9 EZ0978;UTM 17 - 3,975,514.920 709,502.611 MT 1.00014086 +1 21 42.4 EZ0978 EZ0978! - Elev Factor x Scale Factor = Combined Factor EZ0978!SPC NC - 0.99998274 x 0.99993678 = 0.99991952 EZ0978!UTM 17 - 0.99998274 x 1.00014086 = 1.00012360 EZ0978 EZ0978: Primary Azimuth Mark Grid Az EZ0978:SPC NC - TUESDAY 082 30 48.5 EZ0978:UTM 17 - TUESDAY 081 20 14.0 EZ0978 EZ0978|---------------------------------------------------------------------| EZ0978| PID Reference Object Distance Geod. Az | EZ0978| dddmmss.s | EZ0978| EZ5205 TUESDAY 469.351 METERS 0824156.4 | EZ0978| EZ5206 WILDWOOD 249.764 METERS 29021 | EZ0978|---------------------------------------------------------------------| EZ0978 EZ0978 SUPERSEDED SURVEY CONTROL EZ0978 EZ0978 NAD 27 - 35 54 04.93569(N) 078 40 43.84731(W) AD( ) 2 EZ0978 NGVD 29 (??/??/92) 142.680 (m) 468.11 (f) ADJ UNCH 2 0 EZ0978 EZ0978.Superseded values are not recommended for survey control. EZ0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0978.See file dsdata.txt to determine how the superseded data were derived. EZ0978 EZ0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0950375515(NAD 83) EZ0978_MARKER: DH = HORIZONTAL CONTROL DISK EZ0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0978_STAMPING: SMITH 1961 EZ0978_MARK LOGO: NCGS EZ0978_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0978+STABILITY: SURFACE MOTION EZ0978 EZ0978 HISTORY - Date Condition Report By EZ0978 HISTORY - 1961 MONUMENTED NCGS EZ0978 HISTORY - 1973 GOOD NCGS EZ0978 HISTORY - 19870101 GOOD NCGS EZ0978 HISTORY - 19870301 GOOD NCGS EZ0978 HISTORY - 20050101 MARK NOT FOUND GEOCAC EZ0978 EZ0978 STATION DESCRIPTION EZ0978 EZ0978'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ0978'SMITH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ0978'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ0978' EZ0978'SMITH IS 9.0 MILES NNW OF RALEIGH. PROCEED WEST ON U.S. 70 5.3 EZ0978'MILES TO CRABTREE CREEK, CONTINUE ON U.S. 70 0.4 MILES TO EZ0978'INTERSECTION OF NC 50 AND BEAR RIGHT ON NC 50 TOWARDS CREEDMOOR EZ0978'AND GO 4.3 MILES TO INTERSECTION OF SR 1829. TURN RIGHT ON SR EZ0978'1829 AND GO 0.2 MILES TO STATION AT RIGHT OF ROAD AT FENCE CORNER EZ0978'OR 1.5 MILES W OF SIX FORKS. EZ0978' EZ0978'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0978'SMITH 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ0978'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0978' EZ0978'MARK IS EZ0978' EZ0978'51.9 FT S OF C/L OF SR 1829 EZ0978' EZ0978'64.9 FT WSW OF TP WITH ALUMINUM REF. TAG EZ0978' EZ0978'2.6 FT W OF CORNER FENCE POST WITH ALUMINUM REF. TAG EZ0978 EZ0978 STATION RECOVERY (1973) EZ0978 EZ0978'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0978'5.5 MI NW FROM MILLBROOK. EZ0978'SMITH IS LOCATED APPROXIMATELY 8.7 MILES NORTH OF CAPITOL SQUARE EZ0978'IN RALEIGH. TO REACH STATION FROM INTERSECTION OF NC 50 WITH SR EZ0978'1829, PROCEED EAST ALONG SR 1829 FOR 0.15 MILES TO STATION ON EZ0978'RIGHT AT A FENCE CORNER, 1.5 MILES WEST OF SIX FORKS, 51.9 FT EZ0978'SOUTH OF C/L OF SR 1829, 64.9 FT WSW OF TP W/ALUMINUM REF. TAG, EZ0978'AND 2.6 FT WEST OF CORNER FENCE POST W/ALUMINUM REF. TAG. DISK EZ0978'IS SET IN CONCRETE CYLINDER FLUSH WITH THE SURFACE OF THE GROUND. EZ0978 EZ0978 STATION RECOVERY (1987) EZ0978 EZ0978'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ0978'RECOVERED AS DESCRIBED. EZ0978 EZ0978 STATION RECOVERY (1987) EZ0978 EZ0978'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ0978'STATION IS LOCATED IN NORTH RALEIGH. ALONG STRICKLAND ROAD FOR 0.3 KM EZ0978'(0.20 MI) EAST FROM NC 50 (CREEDMOOR ROAD), IN THE WOODS, AT A FENCE EZ0978'CORNER. MARK IS LEVEL WITH THE ROAD AND PROJECTS 2 INCHES ABOVE EZ0978'GROUND. LOCATED 50.0 FT (15.2 M) SOUTH OF THE CENTERLINE OF THE EZ0978'ROAD--AND 2.6 FT (0.8 M) WEST OF A CORNER FENCE POST, 8.9 FT (2.7 M) EZ0978'EAST-NORTHEAST OF A 16-INCH PINE, AND 12.5 FT (3.8 M) NORTH OF AN EZ0978'8-INCH PINE--ALL THREE WITH REFERENCE TAGS. EZ0978 EZ0978 STATION RECOVERY (2005) EZ0978 EZ0978'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ0978'ALL ORIGINAL REF MARKS HAVE BEEN LOST TO ROAD WIDENING AND COMMERCIAL EZ0978'DEVELOPMENT. STATION MAY HAVE SURVIVED, DUE TO DISTANCE FROM ROAD, BUT EZ0978'WILL BE RECESSED BELOW GROUND DUE TO LANDSCAPING. ORIGINAL CENTERLINE EZ0978'OF ROAD WAS VISIBLE ON DATE OF VISIT. FIFTY FEET SOUTH WAS MEASURED EZ0978'AND FOUND TO BE JUST NORTH OF A PAVED PARKING LOT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2538 *********************************************************************** EZ2538 DESIGNATION - SMOKE EZ2538 PID - EZ2538 EZ2538 STATE/COUNTY- NC/WAKE EZ2538 USGS QUAD - RALEIGH WEST (1988) EZ2538 EZ2538 *CURRENT SURVEY CONTROL EZ2538 ___________________________________________________________________ EZ2538* NAD 83(1986)- 35 49 36.48943(N) 078 37 30.36870(W) ADJUSTED EZ2538* NAVD 88 - 83.355 (meters) 273.47 (feet) ADJUSTED EZ2538 ___________________________________________________________________ EZ2538 LAPLACE CORR- -7.37 (seconds) DEFLEC99 EZ2538 GEOID HEIGHT- -32.86 (meters) GEOID03 EZ2538 DYNAMIC HT - 83.284 (meters) 273.24 (feet) COMP EZ2538 MODELED GRAV- 979,777.8 (mgal) NAVD 88 EZ2538 EZ2538 HORZ ORDER - SECOND EZ2538 VERT ORDER - SECOND CLASS 0 EZ2538 EZ2538.The North Carolina HARNS have been completed but, EZ2538.due to contractual restrictions, coordinates for these stations EZ2538.will NOT be published in the near future. In the interim, the EZ2538.published coordinates in North Carolina will not be EZ2538.consistent with the Continuously Operating Reference Stations EZ2538.(CORS). The HARN coordinates for these stations are available EZ2538.upon request. Contact Gary Thompson(919-733-3836). EZ2538. EZ2538.In addition, the published North Carolina positions EZ2538.(NAD 83 (1986)) are NOT consistent with those determined in EZ2538.adjacent state readjustments. The discontinuity between stations EZ2538.located in North Carolina and those in adjacent states EZ2538.which have been adjusted to the HARN may be as much as 5 EZ2538.decimeters. This will result in a significant loss of accuracy EZ2538.over lines crossing such state borders. EZ2538 EZ2538 EZ2538.The horizontal coordinates were established by classical geodetic methods EZ2538.and adjusted by the National Geodetic Survey in July 1986. EZ2538 EZ2538.The orthometric height was determined by differential leveling EZ2538.and adjusted by the National Geodetic Survey in June 1991. EZ2538 EZ2538.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2538 EZ2538.The geoid height was determined by GEOID03. EZ2538 EZ2538.The dynamic height is computed by dividing the NAVD 88 EZ2538.geopotential number by the normal gravity value computed on the EZ2538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2538.degrees latitude (g = 980.6199 gals.). EZ2538 EZ2538.The modeled gravity was interpolated from observed gravity values. EZ2538 EZ2538; North East Units Scale Factor Converg. EZ2538;SPC NC - 230,448.307 643,474.431 MT 0.99992285 +0 12 59.0 EZ2538;SPC NC - 756,062.49 2,111,132.36 sFT 0.99992285 +0 12 59.0 EZ2538;UTM 17 - 3,967,341.959 714,530.422 MT 1.00016715 +1 23 26.3 EZ2538 EZ2538! - Elev Factor x Scale Factor = Combined Factor EZ2538!SPC NC - 0.99999207 x 0.99992285 = 0.99991492 EZ2538!UTM 17 - 0.99999207 x 1.00016715 = 1.00015922 EZ2538 EZ2538|---------------------------------------------------------------------| EZ2538| PID Reference Object Distance Geod. Az | EZ2538| dddmmss.s | EZ2538| EZ2537 SANS 398.576 METERS 11451 | EZ2538|---------------------------------------------------------------------| EZ2538 EZ2538 SUPERSEDED SURVEY CONTROL EZ2538 EZ2538 NAD 27 - 35 49 35.95078(N) 078 37 31.35646(W) AD( ) 2 EZ2538 NGVD 29 (??/??/92) 83.636 (m) 274.40 (f) ADJ UNCH 2 0 EZ2538 EZ2538.Superseded values are not recommended for survey control. EZ2538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2538.See file dsdata.txt to determine how the superseded data were derived. EZ2538 EZ2538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1453067342(NAD 83) EZ2538_MARKER: DE = TRAVERSE STATION DISK EZ2538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2538_SP_SET: CONCRETE POST EZ2538_STAMPING: SMOKE 1965 EZ2538_MARK LOGO: NCGS EZ2538_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ2538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2538+STABILITY: SURFACE MOTION EZ2538 EZ2538 HISTORY - Date Condition Report By EZ2538 HISTORY - 1965 MONUMENTED NCGS EZ2538 HISTORY - 1972 GOOD NCGS EZ2538 HISTORY - 1972 GOOD NCGS EZ2538 HISTORY - 1976 GOOD NCGS EZ2538 HISTORY - 1984 GOOD NCGS EZ2538 HISTORY - 1984 GOOD NCGS EZ2538 HISTORY - 19870101 GOOD NCGS EZ2538 EZ2538 STATION DESCRIPTION EZ2538 EZ2538'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ2538'SMOKE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2538'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ2538' EZ2538'SMOKE IS 3.3 MILES NNE OF RALEIGH. LOCATED 0.3 MILES EZ2538'NW ALONG U.S. 1 BYPASS FROM BRIDGE OVER WAKE FOREST EZ2538'RD. (OLD U.S. 1). 0.9 MILES SE OF BRIDGE ON SIX FORKS EZ2538'RD. (SR 1005). 0.25 MILES SE OF BRIDGE OVER CREEK. AND S OF EZ2538'U.S. 1, ON SHOULDER. EZ2538' EZ2538'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2538'SMOKE 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2538'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ2538' EZ2538'MARK IS EZ2538' EZ2538'21.0 FT W OF C/L OF E BOUND LANE EZ2538' EZ2538'9.0 FT W OF YELLOW ARROW PAINTED ON E BOUND LANE EZ2538' EZ2538'87.2 FT N OF 30 INCH MAPLE WITH ALUMINUM REF. TAG EZ2538' EZ2538'58.9 FT NE OF 3 INCH PINE WITH ALUMINUM REF. TAG EZ2538' EZ2538'70.4 FT NE OF 6 INCH GUM WITH ALUMINUM REF. TAG EZ2538' EZ2538'79.0 FT E OF E GUARD RAIL E OF OLD WAKE FOREST RD. EXIT SIGN 1/2 EZ2538'MILE EZ2538' EZ2538'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ2538 EZ2538 STATION RECOVERY (1972) EZ2538 EZ2538'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ2538'GOOD. EZ2538 EZ2538 STATION RECOVERY (1972) EZ2538 EZ2538'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ2538'3.3 MI N FROM RALEIGH. EZ2538'TO REACH STATION FROM THE U.S. 1 - U.S. 64 BYPASS (BELTLINE) BRIDGE EZ2538'OVER WAKE FOREST ROAD (OLD U.S. 1) IN NORTH RALEIGH, PROCEED WEST EZ2538'ALONG THE BYPASS FOR 0.3 MILES TO STATION ON LEFT IN SOUTH SHOULDER EZ2538'OF EAST BOUND LANE, 1.0 MILES EAST OF SIX FORKS ROAD OVERPASS, EZ2538'21.0 FT SW OF C/L OF EAST BOUND LANE, 9.0 FT SW OF EDGE OF EZ2538'PAVEMENT, 58.9 FT NE OF 4 IN PINE W/ALUMINUM REF. TAG, 87.2 FT EZ2538'N OF 30 IN MAPLE W/ALUMINUM REF. TAG, AND 70.4 FT NE OF 6 IN EZ2538'GUM W/ALUMINUM REF. TAG. DISK IS SET IN TOP OF A CONCRETE CYLINDER EZ2538'1 INCH BELOW THE SURFACE OF THE GROUND. EZ2538 EZ2538 STATION RECOVERY (1976) EZ2538 EZ2538'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2538'RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. EZ2538'TO REACH STATION FROM THE US 1 - US 64 BYPASS (BELTLINE) BRIDGE OVER EZ2538'WAKE FOREST ROAD (OLD US 1) IN NORTH RALEIGH, PROCEED WEST ALONG THE EZ2538'BYPASS FOR 0.3 MILE TO STATION ON THE LEFT IN SOUTH SHOULDER OF EAST EZ2538'BOUND LANE, 1.0 MILES EAST OF SIX FORKS ROAD OVERPASS. 27.6 FT. SW OF EZ2538'C/L OF EAST BOUND LANE, 8.7 FT. SW OF EDGE OF PAVEMENT, 58.9 FT. NE OF EZ2538'8 INCH PINE WITH ALUMINUM REF. TAG, 87.2 FT. NNW OF 30 INCH MAPLE WITH EZ2538'ALUMINUM REF. TAG, 70.4 FT. ENE OF 10 INCH GUM WITH ALUMINUM REF. TAG EZ2538'AND 166.5 FT. SE OF THE NE METAL POST OF WAKE FOREST RD. EXIT SIGN. EZ2538'DISK IS SET IN TOP OF A CONCRETE CYLINDER FLUSH WITH THE SURFACE OF EZ2538'THE GROUND. EZ2538 EZ2538 STATION RECOVERY (1984) EZ2538 EZ2538'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ2538'THE STATION WAS RECOVERED AT THIS DATE. EZ2538' EZ2538'THE DISK IS BENT AND THE CONCRETE DAMAGED. STATION IS ALSO A BENCH EZ2538'MARK. EZ2538 EZ2538 STATION RECOVERY (1984) EZ2538 EZ2538'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ2538'RECOVERED IN GOOD CONDITION. EZ2538 EZ2538 STATION RECOVERY (1987) EZ2538 EZ2538'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ2538'DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS. STATION EZ2538'IS LOCATED 111.0 FT (33.8 M) SOUTHEAST OF WAKE FOREST ROAD EXIT SIGN, EZ2538'AND 118.8 FT (36.2 M) NORTHWEST OF END OF GUARD RAIL. NOTE--IN 1990, EZ2538'REPORT RECEIVED SAYING MARK WAS DESTROYED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5079 *********************************************************************** EZ5079 DESIGNATION - SNEEDEN EZ5079 PID - EZ5079 EZ5079 STATE/COUNTY- NC/WAKE EZ5079 USGS QUAD - RALEIGH EAST (1993) EZ5079 EZ5079 *CURRENT SURVEY CONTROL EZ5079 ___________________________________________________________________ EZ5079* NAD 83(1986)- 35 50 25.82381(N) 078 34 44.85471(W) ADJUSTED EZ5079* NAVD 88 - 104.8 (meters) 344. (feet) VERTCON EZ5079 ___________________________________________________________________ EZ5079 LAPLACE CORR- -7.97 (seconds) DEFLEC99 EZ5079 GEOID HEIGHT- -33.03 (meters) GEOID03 EZ5079 EZ5079 HORZ ORDER - SECOND EZ5079 EZ5079.The North Carolina HARNS have been completed but, EZ5079.due to contractual restrictions, coordinates for these stations EZ5079.will NOT be published in the near future. In the interim, the EZ5079.published coordinates in North Carolina will not be EZ5079.consistent with the Continuously Operating Reference Stations EZ5079.(CORS). The HARN coordinates for these stations are available EZ5079.upon request. Contact Gary Thompson(919-733-3836). EZ5079. EZ5079.In addition, the published North Carolina positions EZ5079.(NAD 83 (1986)) are NOT consistent with those determined in EZ5079.adjacent state readjustments. The discontinuity between stations EZ5079.located in North Carolina and those in adjacent states EZ5079.which have been adjusted to the HARN may be as much as 5 EZ5079.decimeters. This will result in a significant loss of accuracy EZ5079.over lines crossing such state borders. EZ5079 EZ5079 EZ5079.The horizontal coordinates were established by classical geodetic methods EZ5079.and adjusted by the National Geodetic Survey in July 1986. EZ5079 EZ5079.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5079 EZ5079.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5079 EZ5079.The geoid height was determined by GEOID03. EZ5079 EZ5079; North East Units Scale Factor Converg. EZ5079;SPC NC - 231,985.367 647,622.052 MT 0.99992528 +0 14 34.5 EZ5079;SPC NC - 761,105.32 2,124,740.02 sFT 0.99992528 +0 14 34.5 EZ5079;UTM 17 - 3,968,964.138 718,646.705 MT 1.00018912 +1 25 05.0 EZ5079 EZ5079! - Elev Factor x Scale Factor = Combined Factor EZ5079!SPC NC - 0.99998873 x 0.99992528 = 0.99991401 EZ5079!UTM 17 - 0.99998873 x 1.00018912 = 1.00017785 EZ5079 EZ5079: Primary Azimuth Mark Grid Az EZ5079:SPC NC - FACTORY 206 05 02.5 EZ5079:UTM 17 - FACTORY 204 54 32.0 EZ5079 EZ5079|---------------------------------------------------------------------| EZ5079| PID Reference Object Distance Geod. Az | EZ5079| dddmmss.s | EZ5079| EZ2520 FACTORY APPROX. 1.2 KM 2061937.0 | EZ5079|---------------------------------------------------------------------| EZ5079 EZ5079 SUPERSEDED SURVEY CONTROL EZ5079 EZ5079 NAD 27 - 35 50 25.28878(N) 078 34 45.84813(W) AD( ) 2 EZ5079 NGVD 29 (07/19/86) 105.1 (m) 345. (f) VERT ANG EZ5079 EZ5079.Superseded values are not recommended for survey control. EZ5079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5079.See file dsdata.txt to determine how the superseded data were derived. EZ5079 EZ5079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1864768964(NAD 83) EZ5079_MARKER: DE = TRAVERSE STATION DISK EZ5079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5079_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5079_MAGNETIC: N = NO MAGNETIC MATERIAL EZ5079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5079+STABILITY: SURFACE MOTION EZ5079 EZ5079 HISTORY - Date Condition Report By EZ5079 HISTORY - 1965 MONUMENTED NCGS EZ5079 HISTORY - 1984 MARK NOT FOUND NCGS EZ5079 EZ5079 STATION DESCRIPTION EZ5079 EZ5079'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ5079'SNEEDEN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5079'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5079' EZ5079'SNEEDEN IS 5.3 MILES NE OF RALEIGH AND 1.6 MILES ESE OF EZ5079'MILLBROOK. LOCATED 2.4 MILES S ALONG U.S. 1 FROM Y EZ5079'INTERSECTION OF SR 2030 (OLD U.S. 1). 0.8 MILES ENE ALONG EZ5079'U.S. 1 AND U.S. 401 FROM SR 2215. AT THE INTERSECTION OF EZ5079'U.S. 401 AND U.S. 1 AND AT THE NW CORNER OF BRIDGE ON EZ5079'U.S. 1 OVER U.S. 401. EZ5079' EZ5079'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5079'SNEEDEN 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ5079'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5079' EZ5079'MARK IS EZ5079' EZ5079'18.3 FT W OF C/L OF N BOUND LANE OF U.S. 1 EZ5079' EZ5079'6.7 FT W OF YELLOW ARROW ON U.S. 1 N BOUND LANE EZ5079' EZ5079'34.3 FT W OF NE BRIDGE ABUTMENT EZ5079' EZ5079'20.7 FT N OF NW BRIDGE ABUTMENT EZ5079' EZ5079'12.5 FT N OF DRAIN EZ5079' EZ5079'2.5 FT E OF GUARD RAIL EZ5079' EZ5079'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ5079 EZ5079 STATION RECOVERY (1984) EZ5079 EZ5079'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ5079'THE STATION NOT RECOVERED AT THIS DATE. EZ5079'PROBABLY DESTROYED BY GRADING, A LARGE HOLE WAS FOUND AT POINT OF EZ5079'INTERSECTION OF ALL REFERENCES. EZ5079' EZ5079'NCGS 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0824 *********************************************************************** EZ0824 DESIGNATION - SODA EZ0824 PID - EZ0824 EZ0824 STATE/COUNTY- NC/WAKE EZ0824 USGS QUAD - WAKE FOREST (1987) EZ0824 EZ0824 *CURRENT SURVEY CONTROL EZ0824 ___________________________________________________________________ EZ0824* NAD 83(1986)- 35 58 14.94763(N) 078 33 25.65255(W) ADJUSTED EZ0824* NAVD 88 - 120.084 (meters) 393.98 (feet) ADJUSTED EZ0824 ___________________________________________________________________ EZ0824 LAPLACE CORR- -6.91 (seconds) DEFLEC99 EZ0824 GEOID HEIGHT- -32.74 (meters) GEOID03 EZ0824 DYNAMIC HT - 119.982 (meters) 393.64 (feet) COMP EZ0824 MODELED GRAV- 979,785.8 (mgal) NAVD 88 EZ0824 EZ0824 HORZ ORDER - SECOND EZ0824 VERT ORDER - SECOND CLASS 0 EZ0824 EZ0824.The North Carolina HARNS have been completed but, EZ0824.due to contractual restrictions, coordinates for these stations EZ0824.will NOT be published in the near future. In the interim, the EZ0824.published coordinates in North Carolina will not be EZ0824.consistent with the Continuously Operating Reference Stations EZ0824.(CORS). The HARN coordinates for these stations are available EZ0824.upon request. Contact Gary Thompson(919-733-3836). EZ0824. EZ0824.In addition, the published North Carolina positions EZ0824.(NAD 83 (1986)) are NOT consistent with those determined in EZ0824.adjacent state readjustments. The discontinuity between stations EZ0824.located in North Carolina and those in adjacent states EZ0824.which have been adjusted to the HARN may be as much as 5 EZ0824.decimeters. This will result in a significant loss of accuracy EZ0824.over lines crossing such state borders. EZ0824 EZ0824 EZ0824.The horizontal coordinates were established by classical geodetic methods EZ0824.and adjusted by the National Geodetic Survey in July 1986. EZ0824 EZ0824.The orthometric height was determined by differential leveling EZ0824.and adjusted by the National Geodetic Survey in June 1991. EZ0824 EZ0824.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0824 EZ0824.The geoid height was determined by GEOID03. EZ0824 EZ0824.The dynamic height is computed by dividing the NAVD 88 EZ0824.geopotential number by the normal gravity value computed on the EZ0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0824.degrees latitude (g = 980.6199 gals.). EZ0824 EZ0824.The modeled gravity was interpolated from observed gravity values. EZ0824 EZ0824; North East Units Scale Factor Converg. EZ0824;SPC NC - 246,452.051 649,545.024 MT 0.99995122 +0 15 20.2 EZ0824;SPC NC - 808,568.10 2,131,048.97 sFT 0.99995122 +0 15 20.2 EZ0824;UTM 17 - 3,983,470.992 720,272.403 MT 1.00019790 +1 26 07.6 EZ0824 EZ0824! - Elev Factor x Scale Factor = Combined Factor EZ0824!SPC NC - 0.99998629 x 0.99995122 = 0.99993751 EZ0824!UTM 17 - 0.99998629 x 1.00019790 = 1.00018419 EZ0824 EZ0824: Primary Azimuth Mark Grid Az EZ0824:SPC NC - FN 8 251 18 03.8 EZ0824:UTM 17 - FN 8 250 07 16.4 EZ0824 EZ0824|---------------------------------------------------------------------| EZ0824| PID Reference Object Distance Geod. Az | EZ0824| dddmmss.s | EZ0824| EZ0823 BOARD 335.733 METERS 06100 | EZ0824| EZ0825 FN 8 477.166 METERS 2513324.0 | EZ0824|---------------------------------------------------------------------| EZ0824 EZ0824 SUPERSEDED SURVEY CONTROL EZ0824 EZ0824 NAD 27 - 35 58 14.41194(N) 078 33 26.64862(W) AD( ) 2 EZ0824 NGVD 29 (??/??/92) 120.355 (m) 394.86 (f) ADJ UNCH 2 0 EZ0824 EZ0824.Superseded values are not recommended for survey control. EZ0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0824.See file dsdata.txt to determine how the superseded data were derived. EZ0824 EZ0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2027283471(NAD 83) EZ0824_MARKER: DE = TRAVERSE STATION DISK EZ0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0824_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EZ0824_STAMPING: SODA 1970 EZ0824_MARK LOGO: NCGS EZ0824_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0824+STABILITY: SURFACE MOTION EZ0824_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ0824+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2004 EZ0824 EZ0824 HISTORY - Date Condition Report By EZ0824 HISTORY - 1970 MONUMENTED NCGS EZ0824 HISTORY - 1972 GOOD NCGS EZ0824 HISTORY - 19850101 GOOD NCGS EZ0824 HISTORY - 1987 GOOD USPSQD EZ0824 HISTORY - 20041122 GOOD USPSQD EZ0824 EZ0824 STATION DESCRIPTION EZ0824 EZ0824'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ0824'SODA IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0824'VICINITY OF NORTHWEST WAKE COUNTY. EZ0824' EZ0824'SODA IS LOCATED APPROXIMATELY 2.7 MILES WEST OF WAKE FOREST. TO EZ0824'REACH STATION PROCEED FROM THE INTERSECTION OF US 1 AND NC 98, GO EZ0824'WEST ON NC 98 FOR 0.65 MILE TO INTERSECTION OF NC 98 AND SR 1928, EZ0824'CONTINUE WEST ON NC 98 FOR 0.5 MILE TO STATION ON LEFT, AND 0.05 EZ0824'MILE EAST OF INTERSECTION OF NC 98 AND SR 1923. EZ0824' EZ0824'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ0824'SODA 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ0824'IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0824' EZ0824'MARK IS-- EZ0824'35.5 FEET SE OF C/L OF NC 98. EZ0824'82.4 FEET ESE OF ALUMINUM REF. TAG ON R/W NOTICE SIGN. EZ0824'178.2 FEET NE OF ALUMINUM REF. TAG ON PP NO. 52. EZ0824'56.1 FEET W OF ALUMINUM REF. TAG ON 12 INCH LOBLOLLY PINE. EZ0824'85.8 FEET ESE OF ALUMINUM REF. TAG ON PP. EZ0824 EZ0824 STATION RECOVERY (1972) EZ0824 EZ0824'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0824'2.7 MI W FROM WAKE FOREST. EZ0824'FROM INTERSECTION OF U.S. 1 AND NC 98 GO W ON NC 98 FOR 0.65 EZ0824'MILE TO INTERSECTION OF NC 98 AND SR 1928, CONTINUE W ON NC 98 EZ0824'FOR 0.5 MILE TO STATION ON LEFT, AND 0.05 MILE E OF INTERSECTION EZ0824'OF NC 98 AND SR 1923, 35.5 FT SE OF C/L OF NC 98, 82.4 FT ESE EZ0824'OF ALUM. REF. TAG ON R/W NOTICE SIGN, 178.2 FT NE OF ALUM. REF. EZ0824'TAG ON PP 52, 56.1 FT W OF ALUM. REF. TAG ON 12 INCH LOBLOLLY PINE EZ0824'AND 85.8 FT ESE OF ALUM. REF. TAG ON PP. STATION IS FLUSH WITH EZ0824'GROUND. EZ0824 EZ0824 STATION RECOVERY (1985) EZ0824 EZ0824'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0824'RECOVERED AS DESCRIBED. MARK IS ALONG SR 1967 FOR 0.55 MI (0.89 KM) EZ0824'SOUTHWEST FROM THE NC 98 INTERSECTION, AND 0.05 MI (0.08 KM) EAST OF EZ0824'SR 1923. EZ0824 EZ0824 STATION RECOVERY (1987) EZ0824 EZ0824'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ0824'RECOVERED IN GOOD CONDITION. EZ0824 EZ0824 STATION RECOVERY (2004) EZ0824 EZ0824'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ0824'RECOVERED AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6613 *********************************************************************** EZ6613 DESIGNATION - SOUCI EZ6613 PID - EZ6613 EZ6613 STATE/COUNTY- NC/WAKE EZ6613 USGS QUAD - RALEIGH WEST (1988) EZ6613 EZ6613 *CURRENT SURVEY CONTROL EZ6613 ___________________________________________________________________ EZ6613* NAD 83(1986)- 35 49 59.61330(N) 078 37 52.72812(W) ADJUSTED EZ6613* NAVD 88 - 86.195 (meters) 282.79 (feet) ADJUSTED EZ6613 ___________________________________________________________________ EZ6613 LAPLACE CORR- -7.27 (seconds) DEFLEC99 EZ6613 GEOID HEIGHT- -32.81 (meters) GEOID03 EZ6613 DYNAMIC HT - 86.122 (meters) 282.55 (feet) COMP EZ6613 MODELED GRAV- 979,780.1 (mgal) NAVD 88 EZ6613 EZ6613 HORZ ORDER - SECOND EZ6613 VERT ORDER - SECOND CLASS II EZ6613 EZ6613.The North Carolina HARNS have been completed but, EZ6613.due to contractual restrictions, coordinates for these stations EZ6613.will NOT be published in the near future. In the interim, the EZ6613.published coordinates in North Carolina will not be EZ6613.consistent with the Continuously Operating Reference Stations EZ6613.(CORS). The HARN coordinates for these stations are available EZ6613.upon request. Contact Gary Thompson(919-733-3836). EZ6613. EZ6613.In addition, the published North Carolina positions EZ6613.(NAD 83 (1986)) are NOT consistent with those determined in EZ6613.adjacent state readjustments. The discontinuity between stations EZ6613.located in North Carolina and those in adjacent states EZ6613.which have been adjusted to the HARN may be as much as 5 EZ6613.decimeters. This will result in a significant loss of accuracy EZ6613.over lines crossing such state borders. EZ6613 EZ6613 EZ6613.The horizontal coordinates were established by classical geodetic methods EZ6613.and adjusted by the National Geodetic Survey in December 1992. EZ6613 EZ6613.The orthometric height was determined by differential leveling EZ6613.and adjusted by the National Geodetic Survey in September 1998. EZ6613 EZ6613.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6613 EZ6613.The geoid height was determined by GEOID03. EZ6613 EZ6613.The dynamic height is computed by dividing the NAVD 88 EZ6613.geopotential number by the normal gravity value computed on the EZ6613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6613.degrees latitude (g = 980.6199 gals.). EZ6613 EZ6613.The modeled gravity was interpolated from observed gravity values. EZ6613 EZ6613; North East Units Scale Factor Converg. EZ6613;SPC NC - 231,158.848 642,910.608 MT 0.99992398 +0 12 46.1 EZ6613;SPC NC - 758,393.65 2,109,282.55 sFT 0.99992398 +0 12 46.1 EZ6613;UTM 17 - 3,968,040.964 713,952.014 MT 1.00016409 +1 23 14.0 EZ6613 EZ6613! - Elev Factor x Scale Factor = Combined Factor EZ6613!SPC NC - 0.99999162 x 0.99992398 = 0.99991560 EZ6613!UTM 17 - 0.99999162 x 1.00016409 = 1.00015571 EZ6613 EZ6613 SUPERSEDED SURVEY CONTROL EZ6613 EZ6613 NGVD 29 (12/28/92) 86.48 (m) 283.7 (f) LEVELING 3 EZ6613 EZ6613.Superseded values are not recommended for survey control. EZ6613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6613.See file dsdata.txt to determine how the superseded data were derived. EZ6613 EZ6613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1395268041(NAD 83) EZ6613_MARKER: DH = HORIZONTAL CONTROL DISK EZ6613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6613_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6613_STAMPING: SOUCI 1984 EZ6613_MARK LOGO: NCGS EZ6613_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6613+STABILITY: SURFACE MOTION EZ6613 EZ6613 HISTORY - Date Condition Report By EZ6613 HISTORY - 1984 MONUMENTED NCGS EZ6613 HISTORY - 19870101 GOOD NCGS EZ6613 EZ6613 STATION DESCRIPTION EZ6613 EZ6613'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6613'THE STATION IS LOCATED ABOUT 6.0 KM (3.7 MI) NORTH OF THE CAPITOL EZ6613'SQUARE IN RALEIGH. EZ6613' EZ6613'ALONG THE CLIFF BENSON BELTLINE (US 1, 64, AND 70 BYPASS) FOR 0.7 KM EZ6613'(0.45 MI) SOUTHEAST FROM THE SIX FORKS ROAD OVERPASS, OR 1.3 KM (0.8 EZ6613'MI) NORTHWEST FROM THE OLD WAKE FOREST ROAD UNDERPASS, BY A GUARD EZ6613'RAIL ON THE NORTHEAST SIDE OF THE WESTBOUND LANES. EZ6613' EZ6613'THE STATION IS A STANDARD NCGS DISK STAMPED---SOUCI 1984---, EZ6613'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6613'25 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EZ6613'4.0 METERS (13.3 FT) NORTHEAST OF THE EDGE OF THE PAVEMENT, EZ6613'1.0 METERS (3.5 FT) EAST OF A GUARD RAIL POST, EZ6613'1.4 METERS (4.6 FT) NORTH OF A GUARD RAIL POST, EZ6613'12.3 METERS (40.3 FT) WEST-NORTHWEST OF THE SOUTH END POST OF A EZ6613'FENCE, AND EZ6613'6.0 METERS (19.8 FT) SOUTHWEST OF A 3-INCH POPLAR. EZ6613' EZ6613'MARK IS LEVEL WITH HIGHWAY. EZ6613 EZ6613 STATION RECOVERY (1987) EZ6613 EZ6613'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ6613'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0717 *********************************************************************** EZ0717 DESIGNATION - SOUTHERN=K 20 EZ0717 PID - EZ0717 EZ0717 STATE/COUNTY- NC/WAKE EZ0717 USGS QUAD - RALEIGH WEST (1988) EZ0717 EZ0717 *CURRENT SURVEY CONTROL EZ0717 ___________________________________________________________________ EZ0717* NAD 83(1986)- 35 46 37.17823(N) 078 38 54.72532(W) ADJUSTED EZ0717* NAVD 88 - 95.825 (meters) 314.39 (feet) ADJUSTED EZ0717 ___________________________________________________________________ EZ0717 LAPLACE CORR- -7.37 (seconds) DEFLEC99 EZ0717 GEOID HEIGHT- -32.88 (meters) GEOID03 EZ0717 DYNAMIC HT - 95.742 (meters) 314.11 (feet) COMP EZ0717 MODELED GRAV- 979,769.0 (mgal) NAVD 88 EZ0717 EZ0717 HORZ ORDER - SECOND EZ0717 VERT ORDER - FIRST CLASS II EZ0717 EZ0717.The North Carolina HARNS have been completed but, EZ0717.due to contractual restrictions, coordinates for these stations EZ0717.will NOT be published in the near future. In the interim, the EZ0717.published coordinates in North Carolina will not be EZ0717.consistent with the Continuously Operating Reference Stations EZ0717.(CORS). The HARN coordinates for these stations are available EZ0717.upon request. Contact Gary Thompson(919-733-3836). EZ0717. EZ0717.In addition, the published North Carolina positions EZ0717.(NAD 83 (1986)) are NOT consistent with those determined in EZ0717.adjacent state readjustments. The discontinuity between stations EZ0717.located in North Carolina and those in adjacent states EZ0717.which have been adjusted to the HARN may be as much as 5 EZ0717.decimeters. This will result in a significant loss of accuracy EZ0717.over lines crossing such state borders. EZ0717 EZ0717 EZ0717.The horizontal coordinates were established by classical geodetic methods EZ0717.and adjusted by the National Geodetic Survey in July 1986. EZ0717 EZ0717.The orthometric height was determined by differential leveling EZ0717.and adjusted by the National Geodetic Survey in June 1991. EZ0717 EZ0717.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0717 EZ0717.The geoid height was determined by GEOID03. EZ0717 EZ0717.The dynamic height is computed by dividing the NAVD 88 EZ0717.geopotential number by the normal gravity value computed on the EZ0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0717.degrees latitude (g = 980.6199 gals.). EZ0717 EZ0717.The modeled gravity was interpolated from observed gravity values. EZ0717 EZ0717; North East Units Scale Factor Converg. EZ0717;SPC NC - 224,914.508 641,376.813 MT 0.99991451 +0 12 10.3 EZ0717;SPC NC - 737,907.01 2,104,250.43 sFT 0.99991451 +0 12 10.3 EZ0717;UTM 17 - 3,961,765.011 712,546.076 MT 1.00015671 +1 22 30.9 EZ0717 EZ0717! - Elev Factor x Scale Factor = Combined Factor EZ0717!SPC NC - 0.99999012 x 0.99991451 = 0.99990463 EZ0717!UTM 17 - 0.99999012 x 1.00015671 = 1.00014683 EZ0717 EZ0717: Primary Azimuth Mark Grid Az EZ0717:SPC NC - SOUTHERN AZ MK 293 31 47.2 EZ0717:UTM 17 - SOUTHERN AZ MK 292 21 26.6 EZ0717 EZ0717|---------------------------------------------------------------------| EZ0717| PID Reference Object Distance Geod. Az | EZ0717| dddmmss.s | EZ0717| EZ5192 HILLTOP B PRIME 198.499 METERS 04029 | EZ0717| EZ5190 RALEIGH A 253.147 METERS 12814 | EZ0717| EZ0714 SOUTHERN AZ MK 2934357.5 | EZ0717|---------------------------------------------------------------------| EZ0717 EZ0717 SUPERSEDED SURVEY CONTROL EZ0717 EZ0717 NAD 27 - 35 46 36.63529(N) 078 38 55.71468(W) AD( ) 2 EZ0717 NGVD 29 (07/19/86) 96.10 (m) 315.3 (f) LEVELING 3 EZ0717 EZ0717.Superseded values are not recommended for survey control. EZ0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0717.See file dsdata.txt to determine how the superseded data were derived. EZ0717 EZ0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1254661765(NAD 83) EZ0717_MARKER: DS = TRIANGULATION STATION DISK EZ0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0717_STAMPING: SOUTHERN K 20 K 20 1918 EL 315.216 FT EZ0717_MARK LOGO: CGS EZ0717_PROJECTION: FLUSH EZ0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0717+STABILITY: SURFACE MOTION EZ0717 EZ0717 HISTORY - Date Condition Report By EZ0717 HISTORY - 1918 MONUMENTED CGS EZ0717 HISTORY - 1933 GOOD CGS EZ0717 HISTORY - 1968 GOOD CGS EZ0717 HISTORY - 1968 GOOD CGS EZ0717 HISTORY - 1968 GOOD CGS EZ0717 HISTORY - 1980 GOOD NCGS EZ0717 HISTORY - 1980 GOOD NCGS EZ0717 EZ0717 STATION DESCRIPTION EZ0717 EZ0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 EZ0717'IN RALEIGH, ON RIGHT-OF-WAY OF SOUTHERN RAILWAY, ABOUT 100 EZ0717'YARDS EAST OF INTERSECTION OF TRACKS OF SOUTHERN AND SEABOARD EZ0717'AIR LINE RAILWAYS, 12 FEET NORTH OF NORTH RAIL OF MAIN TRACK, EZ0717'20 YARDS SOUTHEAST OF RALEIGH VIADUCT BRIDGE, 15 METERS (49 FEET) EZ0717'EAST OF SEMAPHORE ON SAME SIDE OF TRACK, 45 METERS (148 FEET) EZ0717'EAST OF WATER TANK, 10.5 FEET EAST OF SOUTHEAST CORNER OF EZ0717'SOUTHERN RAILWAY YARD OFFICE, AND 7 FEET SOUTH OF TELEPHONE POLE. EZ0717'SURFACE MARK IS STANDARD DISK STATION MARK IN CONCRETE, NOTE 1A EZ0717'UNDERGROUND MARK IS NAIL IN CONCRETE, NOTE 7C. EZ0717' EZ0717'REFERENCE MARK WAS STANDARD REFERENCE DISK IN BASE OF EZ0717'PIER UNDER BRIDGE, AND 18.94 METERS (62.1 FEET) FROM STATION EZ0717'N 34 DEG 45 MIN W. REFERENCE MARK WAS NOT RECOVERED IN 1933. EZ0717' EZ0717'AZIMUTH MARK, ESTABLISHED IN 1933, IS STANDARD REFERENCE DISK EZ0717'IN TOP OF CONCRETE PIER ON EAST SIDE EZ0717'OF ASH AVENUE OVERGRADE CROSSING, ABOUT 8 FEET SOUTH OF SOUTH EZ0717'RAIL OF MAIN TRACK, AND APPROXIMATELY 0.6 MILE FROM STATION EZ0717'N 66 DEG 16 MIN W. EZ0717' EZ0717'TIP OF BELFRY OF UNION STATION IN RALEIGH IS APPROXIMATELY EZ0717'0.4 MILE FROM STATION N 82 DEG 44 MIN E. AND EZ0717' EZ0717'FINIAL OF BLACK WATER TANK AT GAS CO. IS APPROXIMATELY 200 EZ0717'YARDS FROM STATION S 43 DEG 37 MIN E. EZ0717 EZ0717 STATION RECOVERY (1968) EZ0717 EZ0717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GRS) EZ0717'THE STATION MARK, EZ0717'STAMPED---SOUTHERN K 20 K 20 1918 EL 315.216 FT---, EZ0717'IS ABOUT 0.2 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY EZ0717'RAILROAD FROM THE STATION AT RALEIGH, 11 RAILS SOUTHEAST OF EZ0717'THE RAILROAD UNDERPASS FOR SOUTH BOYLAN AVENUE, 110 YARDS EZ0717'SOUTHEAST OF THE INTERSECTION OF THE SOUTHERN RAILWAY TRACK AND EZ0717'THE SEABOARD COAST LINE RAILROAD COMPANY TRACK, 157 YARDS EZ0717'NORTHWEST OF MILEPOST 81, 42 FEET SOUTHWEST OF THE SOUTHWEST EZ0717'END OF THE RAILROAD OVERPASS FOR WEST MARTIN STREET, 7 FEET EZ0717'NORTHEAST OF THE NORTHEAST RAIL OF TRACK, 32 FEET SOUTHWEST EZ0717'OF A CHAIN LINK FENCE, 10 FEET SOUTHEAST OF A TELEPHONE POLE EZ0717'WHICH IS BRACED BY TWO GUY WIRES, 41.8 FEET SOUTHWEST OF EZ0717'BENCH MARK RV 530 (S.RY.), 3.0 FEET SOUTHWEST OF A METAL EZ0717'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, EZ0717'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1 EZ0717'INCH. EZ0717' EZ0717'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EZ0717'0.2 MILE NORTHWEST. EZ0717 EZ0717 STATION RECOVERY (1968) EZ0717 EZ0717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 EZ0717'0.2 MI NW FROM RALEIGH. EZ0717'ABOUT 0.2 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY EZ0717'RAILROAD FROM THE STATION AT RALEIGH, 11 RAILS SOUTHEAST OF THE EZ0717'RAILROAD UNDERPASS FOR SOUTH BOYLAN AVENUE, 110 YARDS SOUTHEAST EZ0717'OF THE INTERSECTION OF THE SOUTHERN RAILWAY TRACK AND THE EZ0717'SEABOARD COAST LINE RAILROAD COMPANY TRACK, 157 YARDS NORTHWEST EZ0717'OF MILEPOST 81, 42 FEET SOUTHWEST OF THE SOUTHWEST END OF THE EZ0717'RAILROAD OVERPASS FOR WEST MARTIN STREET, 7 FEET NORTHEAST EZ0717'OF THE NORTHEAST RAIL OF THE TRACK, 32 FEET SOUTHWEST OF A CHAIN EZ0717'LINK FENCE, 10 FEET SOUTHEAST OF A TELEPHONE POLE WHICH IS BRACED EZ0717'BY TWO GUY WIRES, 3.0 FEET SOUTHWEST OF A METAL WITNESS POST, EZ0717'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, 41.8 FEET SOUTHWEST EZ0717'OF BENCH MARK RV 530 (S.RY.), AND SET IN THE TOP OF A CONCRETE EZ0717'POST WHICH PROJECTS 1 INCH. EZ0717 EZ0717 STATION RECOVERY (1968) EZ0717 EZ0717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 EZ0717'RECOVERED IN GOOD CONDITION. EZ0717 EZ0717 STATION RECOVERY (1980) EZ0717 EZ0717'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EZ0717'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ0717 EZ0717 STATION RECOVERY (1980) EZ0717 EZ0717'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ0717'0.5 MILE WEST ALONG WEST MORGAN STREET FROM DOWNTOWN MALL, AT EZ0717'SEABOARD COAST LINE UNDERPASS, APPROXIMATELY 110 YARDS SOUTHEAST EZ0717'OF RAILROAD JUNCTION NEAR BOYLAN AVENUE OVERPASS, 41.8 FEET EZ0717'NORTHEAST OF BENCH MARK RV 530 MONEL RIVET, 93.5 FEET EAST OF EZ0717'TELEPHONE POLE WITH REFERENCE TAG, 42.0 FEET SOUTHWEST OF THE EZ0717'SOUTHEAST END OF THE BRIDGE, 32.0 FEET SOUTHWEST OF A CHAIN LINK EZ0717'FENCE, 7.0 FEET NORTHEAST OF NORTHEAST RAIL OF EAST TRACK, 9.0 EZ0717'FEET SOUTHEAST OF TELEPHONE POLE WITH REFERENCE TAG AND 33.4 FEET EZ0717'NORTHWEST OF A RAILROAD SWITCH. EZ0717'THE MARK IS 1 FT BELOW TRACK. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3266 *********************************************************************** EZ3266 DESIGNATION - SOUTHILLS EZ3266 PID - EZ3266 EZ3266 STATE/COUNTY- NC/WAKE EZ3266 USGS QUAD - RALEIGH WEST (1988) EZ3266 EZ3266 *CURRENT SURVEY CONTROL EZ3266 ___________________________________________________________________ EZ3266* NAD 83(1986)- 35 45 44.96940(N) 078 44 42.96212(W) ADJUSTED EZ3266* NAVD 88 - 151.984 (meters) 498.63 (feet) ADJUSTED EZ3266 ___________________________________________________________________ EZ3266 LAPLACE CORR- -6.84 (seconds) DEFLEC99 EZ3266 GEOID HEIGHT- -32.50 (meters) GEOID03 EZ3266 DYNAMIC HT - 151.853 (meters) 498.20 (feet) COMP EZ3266 MODELED GRAV- 979,766.2 (mgal) NAVD 88 EZ3266 EZ3266 HORZ ORDER - SECOND EZ3266 VERT ORDER - FIRST CLASS II EZ3266 EZ3266.The North Carolina HARNS have been completed but, EZ3266.due to contractual restrictions, coordinates for these stations EZ3266.will NOT be published in the near future. In the interim, the EZ3266.published coordinates in North Carolina will not be EZ3266.consistent with the Continuously Operating Reference Stations EZ3266.(CORS). The HARN coordinates for these stations are available EZ3266.upon request. Contact Gary Thompson(919-733-3836). EZ3266. EZ3266.In addition, the published North Carolina positions EZ3266.(NAD 83 (1986)) are NOT consistent with those determined in EZ3266.adjacent state readjustments. The discontinuity between stations EZ3266.located in North Carolina and those in adjacent states EZ3266.which have been adjusted to the HARN may be as much as 5 EZ3266.decimeters. This will result in a significant loss of accuracy EZ3266.over lines crossing such state borders. EZ3266 EZ3266 EZ3266.The horizontal coordinates were established by classical geodetic methods EZ3266.and adjusted by the National Geodetic Survey in December 1992. EZ3266 EZ3266.The orthometric height was determined by differential leveling EZ3266.and adjusted by the National Geodetic Survey in June 1991. EZ3266 EZ3266.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3266 EZ3266.The geoid height was determined by GEOID03. EZ3266 EZ3266.The dynamic height is computed by dividing the NAVD 88 EZ3266.geopotential number by the normal gravity value computed on the EZ3266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ3266.degrees latitude (g = 980.6199 gals.). EZ3266 EZ3266.The modeled gravity was interpolated from observed gravity values. EZ3266 EZ3266; North East Units Scale Factor Converg. EZ3266;SPC NC - 223,278.835 632,635.487 MT 0.99991222 +0 08 49.3 EZ3266;SPC NC - 732,540.64 2,075,571.59 sFT 0.99991222 +0 08 49.3 EZ3266;UTM 17 - 3,959,950.519 703,838.105 MT 1.00011203 +1 19 05.4 EZ3266 EZ3266! - Elev Factor x Scale Factor = Combined Factor EZ3266!SPC NC - 0.99998125 x 0.99991222 = 0.99989347 EZ3266!UTM 17 - 0.99998125 x 1.00011203 = 1.00009328 EZ3266 EZ3266 SUPERSEDED SURVEY CONTROL EZ3266 EZ3266 NGVD 29 (12/28/92) 152.24 (m) 499.5 (f) LEVELING 3 EZ3266 EZ3266.Superseded values are not recommended for survey control. EZ3266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3266.See file dsdata.txt to determine how the superseded data were derived. EZ3266 EZ3266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0383859951(NAD 83) EZ3266_MARKER: DE = TRAVERSE STATION DISK EZ3266_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN EZ3266+WITH SETTING: PAVEMENT EZ3266_SP_SET: CONCRETE BRIDGE FLOOR EZ3266_STAMPING: SOUTHILLS 1984 EZ3266_MARK LOGO: NCGS EZ3266_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ3266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3266+STABILITY: SURFACE MOTION EZ3266 EZ3266 HISTORY - Date Condition Report By EZ3266 HISTORY - 1984 MONUMENTED NCGS EZ3266 HISTORY - 1984 GOOD NCGS EZ3266 HISTORY - 1987 GOOD USPSQD EZ3266 EZ3266 STATION DESCRIPTION EZ3266 EZ3266'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ3266'THE STATION IS LOCATED ABOUT 4.2 KM (2.6 MI) SOUTHEAST OF CARY AND EZ3266'9.8 KM (6.1 MI) WEST-SOUTHWEST OF RALEIGH. EZ3266' EZ3266'AT THE CARY-MACEDONIA ROAD (SR 1313) OVERPASS OF US 1-US 64, IN THE EZ3266'NORTHEAST CORNER OF THE BRIDGE FLOOR NEAR THE NORTWEST END. EZ3266' EZ3266'THE STATION IS A STANDARD NCGS DISK STAMPED---SOUTHHILLS 1984---, EZ3266'SET INTO A DRILLED HOLE. LOCATED EZ3266'13.9 METERS (45.5 FT) EAST OF THE CENTER OF A CONCRETE MEDIAN, EZ3266'1.4 METERS (4.4 FT) WEST-NORTHWEST OF THE NORTHEAST FENCE POST, EZ3266'2.0 METERS (6.6 FT) SOUTH-SOUTHWEST OF THE NORTHWEST END OF THE EZ3266'BRIDGE RAIL, AND EZ3266'48.4 METERS (158.7 FT) SOUTH-SOUTHEAST OF THE CENTER OF A FOUR-WAY EZ3266'INTERSECTION. EZ3266' EZ3266'MARK IS LEVEL WITH ROAD. EZ3266 EZ3266 STATION RECOVERY (1984) EZ3266 EZ3266'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ3266'4.2 KM (2.6 MI) SE FROM CARY. EZ3266'THE STATION IS LOCATED ABOUT 4.2 KM (2.6 MI) SOUTHEAST OF CARY AND EZ3266'9.8 KM (6.1 MI) WEST-SOUTHWEST OF RALEIGH. AT THE CARY-MACEDONIA EZ3266'ROAD (SR 1313) OVERPASS OF US 1-US 64, IN THE NORTHEAST CORNER OF THE EZ3266'BRIDGE FLOOR NEAR THE NORTWEST END. THE STATION IS A STANDARD NCGS EZ3266'DISK STAMPED---SOUTHHILLS 1984---, SET INTO A DRILLED HOLE. LOCATED EZ3266'13.9 METERS (45.5 FT) EAST OF THE CENTER OF A CONCRETE MEDIAN, 1.4 EZ3266'METERS (4.4 FT) WEST-NORTHWEST OF THE NORTHEAST FENCE POST, 2.0 EZ3266'METERS (6.6 FT) SOUTH-SOUTHWEST OF THE NORTHWEST END OF THE BRIDGE EZ3266'RAIL, AND 48.4 METERS (158.7 FT) SOUTH-SOUTHEAST OF THE CENTER OF A EZ3266'FOUR-WAY INTERSECTION. EZ3266 EZ3266 STATION RECOVERY (1987) EZ3266 EZ3266'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ3266'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1144 *********************************************************************** EZ1144 DESIGNATION - SPAIN EZ1144 PID - EZ1144 EZ1144 STATE/COUNTY- NC/WAKE EZ1144 USGS QUAD - APEX (1993) EZ1144 EZ1144 *CURRENT SURVEY CONTROL EZ1144 ___________________________________________________________________ EZ1144* NAD 83(1986)- 35 44 41.94059(N) 078 52 19.21633(W) ADJUSTED EZ1144* NAVD 88 - 117.064 (meters) 384.07 (feet) ADJUSTED EZ1144 ___________________________________________________________________ EZ1144 LAPLACE CORR- -5.41 (seconds) DEFLEC99 EZ1144 GEOID HEIGHT- -32.10 (meters) GEOID03 EZ1144 DYNAMIC HT - 116.963 (meters) 383.74 (feet) COMP EZ1144 MODELED GRAV- 979,767.7 (mgal) NAVD 88 EZ1144 EZ1144 HORZ ORDER - SECOND EZ1144 VERT ORDER - SECOND CLASS II EZ1144 EZ1144.The North Carolina HARNS have been completed but, EZ1144.due to contractual restrictions, coordinates for these stations EZ1144.will NOT be published in the near future. In the interim, the EZ1144.published coordinates in North Carolina will not be EZ1144.consistent with the Continuously Operating Reference Stations EZ1144.(CORS). The HARN coordinates for these stations are available EZ1144.upon request. Contact Gary Thompson(919-733-3836). EZ1144. EZ1144.In addition, the published North Carolina positions EZ1144.(NAD 83 (1986)) are NOT consistent with those determined in EZ1144.adjacent state readjustments. The discontinuity between stations EZ1144.located in North Carolina and those in adjacent states EZ1144.which have been adjusted to the HARN may be as much as 5 EZ1144.decimeters. This will result in a significant loss of accuracy EZ1144.over lines crossing such state borders. EZ1144 EZ1144 EZ1144.The horizontal coordinates were established by classical geodetic methods EZ1144.and adjusted by the National Geodetic Survey in July 1986. EZ1144 EZ1144.The orthometric height was determined by differential leveling EZ1144.and adjusted by the National Geodetic Survey in June 1991. EZ1144 EZ1144.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1144 EZ1144.The geoid height was determined by GEOID03. EZ1144 EZ1144.The dynamic height is computed by dividing the NAVD 88 EZ1144.geopotential number by the normal gravity value computed on the EZ1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1144.degrees latitude (g = 980.6199 gals.). EZ1144 EZ1144.The modeled gravity was interpolated from observed gravity values. EZ1144 EZ1144; North East Units Scale Factor Converg. EZ1144;SPC NC - 221,314.327 621,177.753 MT 0.99990955 +0 04 26.0 EZ1144;SPC NC - 726,095.42 2,037,980.68 sFT 0.99990955 +0 04 26.0 EZ1144;UTM 17 - 3,957,752.008 692,420.914 MT 1.00005627 +1 14 36.6 EZ1144 EZ1144! - Elev Factor x Scale Factor = Combined Factor EZ1144!SPC NC - 0.99998666 x 0.99990955 = 0.99989622 EZ1144!UTM 17 - 0.99998666 x 1.00005627 = 1.00004293 EZ1144 EZ1144: Primary Azimuth Mark Grid Az EZ1144:SPC NC - FUNERAL 2 138 56 13.7 EZ1144:UTM 17 - FUNERAL 2 137 46 03.1 EZ1144 EZ1144|---------------------------------------------------------------------| EZ1144| PID Reference Object Distance Geod. Az | EZ1144| dddmmss.s | EZ1144| EZ1143 FUNERAL 2 APPROX. 1.3 KM 1390039.7 | EZ1144| EZ1135 JUNCTION 2 APPROX. 0.5 KM 3185621.1 | EZ1144|---------------------------------------------------------------------| EZ1144 EZ1144 SUPERSEDED SURVEY CONTROL EZ1144 EZ1144 NAD 27 - 35 44 41.39533(N) 078 52 20.19145(W) AD( ) 2 EZ1144 NGVD 29 (??/??/92) 117.317 (m) 384.90 (f) ADJ UNCH 2 2 EZ1144 EZ1144.Superseded values are not recommended for survey control. EZ1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1144.See file dsdata.txt to determine how the superseded data were derived. EZ1144 EZ1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9242157752(NAD 83) EZ1144_MARKER: DE = TRAVERSE STATION DISK EZ1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1144_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1144_STAMPING: SPAIN 1974 EZ1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1144+STABILITY: SURFACE MOTION EZ1144 EZ1144 HISTORY - Date Condition Report By EZ1144 HISTORY - 1967 MONUMENTED NCGS EZ1144 HISTORY - 1974 GOOD NGS EZ1144 HISTORY - 1974 GOOD NCGS EZ1144 HISTORY - 1979 GOOD LOCSUR EZ1144 HISTORY - 19910417 GOOD USPSQD EZ1144 EZ1144 STATION DESCRIPTION EZ1144 EZ1144'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1144'SPAIN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1144'IN THE VICINITY OF APEX, NORTH CAROLINA. EZ1144' EZ1144'SPAIN IS LOCATED APPROXIMATELY 1.4 MILES NORTHWEST OF THE EZ1144'CENTER OF APEX. TO REACH STATION PROCEED FROM THE INTERSECTION OF EZ1144'NC 55 WITH U.S. 64 NORTHWEST OF APEX, GO SOUTHEAST ON NC 55 FOR EZ1144'0.25 MILES TO STATION. WHICH IS ON THE EAST SHOULDER OF NC 55, AT EZ1144'THE WEST SIDE OF PINE WOODS IN LINE WITH THE END OF ANCHOR CABLE EZ1144'FOR PP 17 AND NC 55. EZ1144' EZ1144'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ1144'SPAIN 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1144'WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND. EZ1144' EZ1144'MARK IS EZ1144' EZ1144'15.8 FT ENE OF C/L OF NC 55 EZ1144' EZ1144'26.7 FT S OF PP 17 WITH ALUMINUM REF. TAG ON E BANK OF NC 55 EZ1144' EZ1144'16.1 FT WSW OF END OF ANCHOR CABLE FOR PP 17 EZ1144' EZ1144'62.0 FT W OF 12 INCH PINE TREE WITH ALUMINUM REF. TAG IN EDGE OF EZ1144'WOODS EZ1144' EZ1144'83.5 FT SW OF 12 INCH PINE TREE WITH ALUMINUM REF. TAG IN EZ1144'EDGE OF WOODS EZ1144 EZ1144 STATION RECOVERY (1974) EZ1144 EZ1144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (ESL) EZ1144'CONDITION--GOOD EZ1144' EZ1144'DELETE REFERENCES--62.0 FT W OF 12 INCH PINE WITH ALUMINUM EZ1144'REF. TAG IN EDGE OF WOODS EZ1144' EZ1144'83.5 FT SW OF 12 INCH PINE WITH ALUMINUM REF. TAG IN EDGE OF EZ1144'WOODS EZ1144' EZ1144'ADD REFERENCES--77.1 FT WSW OF SERVICE POLE WITH ALUMINUM EZ1144'REF. TAG EZ1144' EZ1144'8.8 FT WNW OF NW END OF SOUTHERNMOST OF 2 CULVERTS EZ1144' EZ1144'253.0 FT NW OF TELEPHONE JUNCTION BOX P55N4 EZ1144 EZ1144 STATION RECOVERY (1974) EZ1144 EZ1144'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 EZ1144'1.6 MI NW FROM APEX. EZ1144'TO REACH STATION FROM THE NC 55 BRIDGE OVER U.S. 64 NW OF APEX, EZ1144'PROCEED SE ALONG NC 55 FOR 0.25 MILE TO STATION ON LEFT IN NE EZ1144'SHOULDER, 15.8 FT ENE OF C/L NC 55, 8.8 FT WNW OF NW END OF EZ1144'SOUTHERNMOST OF TWO CULVERTS, 25.7 FT SSW OF A PP WITH ALUMINUM EZ1144'REF. TAG, 16.1 FT WSW OF AN ANCHOR CABLE FOR PP, 77.1 FT WSW OF A EZ1144'SERVICE POLE, AND 253.0 FT NW OF TELEPHONE JUNCTION BOX P55N4. EZ1144'DISK IS SET IN TOP OF CONCRETE CYLINDER, 4 INCHES BELOW THE GROUND. EZ1144 EZ1144 STATION RECOVERY (1979) EZ1144 EZ1144'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (ARB) EZ1144'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ1144 EZ1144 STATION RECOVERY (1991) EZ1144 EZ1144'RECOVERY NOTE BY US POWER SQUADRON 1991 (GS) EZ1144'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3282 *********************************************************************** EZ3282 DESIGNATION - SPILL EZ3282 PID - EZ3282 EZ3282 STATE/COUNTY- NC/WAKE EZ3282 USGS QUAD - RALEIGH EAST (1993) EZ3282 EZ3282 *CURRENT SURVEY CONTROL EZ3282 ___________________________________________________________________ EZ3282* NAD 83(1986)- 35 47 23.69694(N) 078 34 33.01972(W) ADJUSTED EZ3282* NAVD 88 - 66.216 (meters) 217.24 (feet) ADJUSTED EZ3282 ___________________________________________________________________ EZ3282 LAPLACE CORR- -7.94 (seconds) DEFLEC99 EZ3282 GEOID HEIGHT- -33.18 (meters) GEOID03 EZ3282 DYNAMIC HT - 66.159 (meters) 217.06 (feet) COMP EZ3282 MODELED GRAV- 979,761.4 (mgal) NAVD 88 EZ3282 EZ3282 HORZ ORDER - SECOND EZ3282 VERT ORDER - SECOND CLASS I EZ3282 EZ3282.The North Carolina HARNS have been completed but, EZ3282.due to contractual restrictions, coordinates for these stations EZ3282.will NOT be published in the near future. In the interim, the EZ3282.published coordinates in North Carolina will not be EZ3282.consistent with the Continuously Operating Reference Stations EZ3282.(CORS). The HARN coordinates for these stations are available EZ3282.upon request. Contact Gary Thompson(919-733-3836). EZ3282. EZ3282.In addition, the published North Carolina positions EZ3282.(NAD 83 (1986)) are NOT consistent with those determined in EZ3282.adjacent state readjustments. The discontinuity between stations EZ3282.located in North Carolina and those in adjacent states EZ3282.which have been adjusted to the HARN may be as much as 5 EZ3282.decimeters. This will result in a significant loss of accuracy EZ3282.over lines crossing such state borders. EZ3282 EZ3282 EZ3282.The horizontal coordinates were established by classical geodetic methods EZ3282.and adjusted by the National Geodetic Survey in December 1992. EZ3282 EZ3282.The orthometric height was determined by differential leveling EZ3282.and adjusted by the National Geodetic Survey in June 1991. EZ3282 EZ3282.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3282 EZ3282.The geoid height was determined by GEOID03. EZ3282 EZ3282.The dynamic height is computed by dividing the NAVD 88 EZ3282.geopotential number by the normal gravity value computed on the EZ3282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ3282.degrees latitude (g = 980.6199 gals.). EZ3282 EZ3282.The modeled gravity was interpolated from observed gravity values. EZ3282 EZ3282; North East Units Scale Factor Converg. EZ3282;SPC NC - 226,373.795 647,943.018 MT 0.99991660 +0 14 41.3 EZ3282;SPC NC - 742,694.69 2,125,793.05 sFT 0.99991660 +0 14 41.3 EZ3282;UTM 17 - 3,963,358.813 719,082.724 MT 1.00019148 +1 25 05.7 EZ3282 EZ3282! - Elev Factor x Scale Factor = Combined Factor EZ3282!SPC NC - 0.99999482 x 0.99991660 = 0.99991142 EZ3282!UTM 17 - 0.99999482 x 1.00019148 = 1.00018629 EZ3282 EZ3282 SUPERSEDED SURVEY CONTROL EZ3282 EZ3282 NGVD 29 (12/28/92) 66.49 (m) 218.1 (f) LEVELING 3 EZ3282 EZ3282.Superseded values are not recommended for survey control. EZ3282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3282.See file dsdata.txt to determine how the superseded data were derived. EZ3282 EZ3282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1908363359(NAD 83) EZ3282_MARKER: DE = TRAVERSE STATION DISK EZ3282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3282_SP_SET: CONCRETE POST EZ3282_STAMPING: SPILL 1984 EZ3282_MARK LOGO: NCGS EZ3282_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ3282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3282+STABILITY: SURFACE MOTION EZ3282 EZ3282 HISTORY - Date Condition Report By EZ3282 HISTORY - 1984 MONUMENTED NCGS EZ3282 HISTORY - 1984 GOOD NCGS EZ3282 HISTORY - 1985 GOOD USPSQD EZ3282 HISTORY - 1987 GOOD USPSQD EZ3282 EZ3282 STATION DESCRIPTION EZ3282 EZ3282'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ3282'THE STATION IS LOCATED ABOUT 6.1 KM (3.8 MI) EAST OF THE CAPITOL EZ3282'SQUARE IN RALEIGH. EZ3282' EZ3282'ALONG THE CLIFF BENSON BELTLINE FOR 0.8 KM (0.5 MI) SOUTHEAST OF THE EZ3282'NEW BERN AVENUE OVERPASS, OR 0.9 KM (0.55 MI) NORTH-NORTHWEST FROM EZ3282'THE BRIDGE OVER CRABTREE CREEK, ON THE NORTHEAST SIDE OF THE HIGHWAY EZ3282'NEAR THE END OF THE GUARD RAIL. EZ3282' EZ3282'THE STATION IS A STANDARD NCGS DISK STAMPED---SPILL 1984---, EZ3282'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ3282'25 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EZ3282'8.9 METERS (29.3 FT) NORTHEAST OF THE EDGE OF THE PAVEMENT, EZ3282'4.5 METERS (13.3 FT) EAST OF THE SOUTHEAST END OF THE GUARD RAIL, EZ3282'1.6 METERS (5.4 FT) NORTH OF A WITNESS POST, AND EZ3282'9.8 METERS (32.2 FT) WEST-SOUTHWEST OF THE CENTER OF A CONCRETE EZ3282'SPILLWAY. EZ3282' EZ3282'MARK IS 2 FT BELOW HIGHWAY. EZ3282 EZ3282 STATION RECOVERY (1984) EZ3282 EZ3282'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ3282'6.1 KM (3.8 MI) EAST FROM RALEIGH. EZ3282'THE STATION IS LOCATED ABOUT 6.1 KM (3.8 MI) EAST OF THE CAPITOL EZ3282'SQUARE IN RALEIGH. ALONG THE CLIFF BENSON BELTLINE FOR 0.8 KM (0.5 EZ3282'MI) SOUTHEAST OF THE NEW BERN AVENUE OVERPASS, OR 0.9 KM (0.55 MI) EZ3282'NORTH-NORTHWEST FROM THE BRIDGE OVER CRABTREE CREEK, ON THE NORTHEAST EZ3282'SIDE OF THE HIGHWAY NEAR THE END OF THE GUARD RAIL. THE STATION IS A EZ3282'STANDARD NCGS DISK STAMPED---SPILL 1984---, SET INTO THE TOP OF A EZ3282'ROUND CONCRETE MONUMENT 25 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EZ3282'8.9 METERS (29.3 FT) NORTHEAST OF THE EDGE OF THE PAVEMENT, 4.5 EZ3282'METERS (13.3 FT) EAST OF THE SOUTHEAST END OF THE GUARD RAIL, 1.6 EZ3282'METERS (5.4 FT) NORTH OF A WITNESS POST, AND 9.8 METERS (32.2 FT) EZ3282'WEST-SOUTHWEST OF THE CENTER OF A CONCRETE SPILLWAY. EZ3282 EZ3282 STATION RECOVERY (1985) EZ3282 EZ3282'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ3282'RECOVERED IN GOOD CONDITION. EZ3282 EZ3282 STATION RECOVERY (1987) EZ3282 EZ3282'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ3282'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2155 *********************************************************************** EZ2155 DESIGNATION - SPOT EZ2155 PID - EZ2155 EZ2155 STATE/COUNTY- NC/WAKE EZ2155 USGS QUAD - CARY (1993) EZ2155 EZ2155 *CURRENT SURVEY CONTROL EZ2155 ___________________________________________________________________ EZ2155* NAD 83(1986)- 35 48 16.22947(N) 078 52 12.22359(W) ADJUSTED EZ2155* NAVD 88 - 126.562 (meters) 415.23 (feet) ADJUSTED EZ2155 ___________________________________________________________________ EZ2155 LAPLACE CORR- -5.75 (seconds) DEFLEC99 EZ2155 GEOID HEIGHT- -31.94 (meters) GEOID03 EZ2155 DYNAMIC HT - 126.456 (meters) 414.88 (feet) COMP EZ2155 MODELED GRAV- 979,787.0 (mgal) NAVD 88 EZ2155 EZ2155 HORZ ORDER - SECOND EZ2155 VERT ORDER - SECOND CLASS II EZ2155 EZ2155.The North Carolina HARNS have been completed but, EZ2155.due to contractual restrictions, coordinates for these stations EZ2155.will NOT be published in the near future. In the interim, the EZ2155.published coordinates in North Carolina will not be EZ2155.consistent with the Continuously Operating Reference Stations EZ2155.(CORS). The HARN coordinates for these stations are available EZ2155.upon request. Contact Gary Thompson(919-733-3836). EZ2155. EZ2155.In addition, the published North Carolina positions EZ2155.(NAD 83 (1986)) are NOT consistent with those determined in EZ2155.adjacent state readjustments. The discontinuity between stations EZ2155.located in North Carolina and those in adjacent states EZ2155.which have been adjusted to the HARN may be as much as 5 EZ2155.decimeters. This will result in a significant loss of accuracy EZ2155.over lines crossing such state borders. EZ2155 EZ2155 EZ2155.The horizontal coordinates were established by classical geodetic methods EZ2155.and adjusted by the National Geodetic Survey in July 1986. EZ2155 EZ2155.The orthometric height was determined by differential leveling EZ2155.and adjusted by the National Geodetic Survey in June 1991. EZ2155 EZ2155.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2155 EZ2155.The geoid height was determined by GEOID03. EZ2155 EZ2155.The dynamic height is computed by dividing the NAVD 88 EZ2155.geopotential number by the normal gravity value computed on the EZ2155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2155.degrees latitude (g = 980.6199 gals.). EZ2155 EZ2155.The modeled gravity was interpolated from observed gravity values. EZ2155 EZ2155; North East Units Scale Factor Converg. EZ2155;SPC NC - 227,918.535 621,344.792 MT 0.99991902 +0 04 30.0 EZ2155;SPC NC - 747,762.73 2,038,528.71 sFT 0.99991902 +0 04 30.0 EZ2155;UTM 17 - 3,964,359.189 692,453.008 MT 1.00005642 +1 14 47.2 EZ2155 EZ2155! - Elev Factor x Scale Factor = Combined Factor EZ2155!SPC NC - 0.99998515 x 0.99991902 = 0.99990417 EZ2155!UTM 17 - 0.99998515 x 1.00005642 = 1.00004157 EZ2155 EZ2155|---------------------------------------------------------------------| EZ2155| PID Reference Object Distance Geod. Az | EZ2155| dddmmss.s | EZ2155| EZ2154 CROWN 331.310 METERS 19721 | EZ2155|---------------------------------------------------------------------| EZ2155 EZ2155 SUPERSEDED SURVEY CONTROL EZ2155 EZ2155 NAD 27 - 35 48 15.69418(N) 078 52 13.20394(W) AD( ) 2 EZ2155 NGVD 29 (??/??/92) 126.816 (m) 416.06 (f) ADJ UNCH 2 2 EZ2155 EZ2155.Superseded values are not recommended for survey control. EZ2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2155.See file dsdata.txt to determine how the superseded data were derived. EZ2155 EZ2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9245364359(NAD 83) EZ2155_MARKER: DE = TRAVERSE STATION DISK EZ2155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2155_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2155_STAMPING: SPOT 1961 EZ2155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2155+STABILITY: SURFACE MOTION EZ2155 EZ2155 HISTORY - Date Condition Report By EZ2155 HISTORY - 1961 MONUMENTED NCGS EZ2155 HISTORY - 1976 GOOD NCGS EZ2155 HISTORY - 20050127 MARK NOT FOUND GEOCAC EZ2155 EZ2155 STATION DESCRIPTION EZ2155 EZ2155'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ2155'SPOT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2155'IN THE VICINITY OF DURHAM, NORTH CAROLINA. EZ2155' EZ2155'SPOT IS LOCATED APPROXIMATELY 1.1 MILE SSE OF CARPENTER, EZ2155'N. C. AND 2.8 MILES WSW OF MORRISVILLE, NORTH CAROLINA. TO EZ2155'REACH THE STATION PROCEED FROM THE INTERSECTION OF SR 1002 AND EZ2155'SR 1617 IN CARPENTER SOUTH ON SR 1617 FOR 1.1 MILE TO EZ2155'STATION. THE STATION IS LOCATED ON THE EAST SHOULDER OF SR EZ2155'1617 ABOUT 500 FT NORTH OF INTERSECTION OF SR 1621 AND SR EZ2155'1617 BETWEEN SECOND AND THIRD POWER POLE. EZ2155' EZ2155'STATION MARK IS A PRECAST MONUMENT WITH A N. C. TRAVERSE DISK EZ2155'SET IN THE TOP, STAMPED SPOT 1961, WHICH IS 2 INCHES BELOW EZ2155'THE SURFACE OF THE GROUND. EZ2155' EZ2155'MARK IS EZ2155' EZ2155'12.3 FT E OF C/L OF SR 1617 EZ2155' EZ2155'103.5 FT S OF THIRD PP NORTH OF INTERSECTION OF SR 1621 AND EZ2155'SR 1617, PP HAS ALUMINUM REF. TAG EZ2155' EZ2155'154.6 FT N OF SECOND PP WITH ALUMINUM REF. TAG, NORTH OF EZ2155'INTERSECTION OF SR 1621 AND SR 1617 EZ2155' EZ2155'65.5 FT E OF EAST RAIL OF DURHAM SOUTHERN RR EZ2155 EZ2155 STATION RECOVERY (1976) EZ2155 EZ2155'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2155'1.1 MI SSE FROM CARPENTER. EZ2155'THE STATION IS LOCATED APPROXIMATELY 2.8 MILES WSW OF MORRISVILLE. TO EZ2155'REACH STATION PROCEED FROM THE INTERSECTION OF SR 1623, SR 3014 AND SR EZ2155'1617 IN CARPENTER SOUTH ON SR 1617 FOR 1.1 MILES TO STATION ON THE EZ2155'EAST SHOULDER OF SR 1617 AND ABOUT 500 FEET NORTH OF INTERSECTION OF EZ2155'SR 1621 AND SR 1617 BETWEEN SECOND AND THIRD POWER POLE. 12.3 FT. E EZ2155'OF CENTERLINE OF SR 1617, 65.5 FT. E OF EAST RAIL OF DURHAM SOUTHERN EZ2155'RR, 101.4 FT. S OF THIRD POWER POLE WITH ALUMINUM REF. TAG NORTH OF EZ2155'INTERSECTION AND 152.8 FT. N OF SECOND POWER POLE WITH ALUMINUM REF. EZ2155'TAG NORTH OF INTERSECTION. DISK IS SET IN TOP OF CONCRETE CYLINDER, 2 EZ2155'INCHES BELOW THE SURFACE OF THE GROUND. EZ2155 EZ2155 STATION RECOVERY (2005) EZ2155 EZ2155'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ2155'ROAD HAS BEEN WIDENED IN FRONT OF GREEN HOPE HIGH SCHOOL. STATION WAS EZ2155'IN AFFECTED AREA. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0981 *********************************************************************** EZ0981 DESIGNATION - SPRING VALLEY EZ0981 PID - EZ0981 EZ0981 STATE/COUNTY- NC/WAKE EZ0981 USGS QUAD - BAYLEAF (1987) EZ0981 EZ0981 *CURRENT SURVEY CONTROL EZ0981 ___________________________________________________________________ EZ0981* NAD 83(1986)- 35 52 44.68949(N) 078 40 43.62840(W) ADJUSTED EZ0981* NAVD 88 - 133.445 (meters) 437.81 (feet) ADJUSTED EZ0981 ___________________________________________________________________ EZ0981 LAPLACE CORR- -6.85 (seconds) DEFLEC99 EZ0981 GEOID HEIGHT- -32.49 (meters) GEOID03 EZ0981 DYNAMIC HT - 133.332 (meters) 437.44 (feet) COMP EZ0981 MODELED GRAV- 979,782.5 (mgal) NAVD 88 EZ0981 EZ0981 HORZ ORDER - SECOND EZ0981 VERT ORDER - SECOND CLASS 0 EZ0981 EZ0981.The North Carolina HARNS have been completed but, EZ0981.due to contractual restrictions, coordinates for these stations EZ0981.will NOT be published in the near future. In the interim, the EZ0981.published coordinates in North Carolina will not be EZ0981.consistent with the Continuously Operating Reference Stations EZ0981.(CORS). The HARN coordinates for these stations are available EZ0981.upon request. Contact Gary Thompson(919-733-3836). EZ0981. EZ0981.In addition, the published North Carolina positions EZ0981.(NAD 83 (1986)) are NOT consistent with those determined in EZ0981.adjacent state readjustments. The discontinuity between stations EZ0981.located in North Carolina and those in adjacent states EZ0981.which have been adjusted to the HARN may be as much as 5 EZ0981.decimeters. This will result in a significant loss of accuracy EZ0981.over lines crossing such state borders. EZ0981 EZ0981 EZ0981.The horizontal coordinates were established by classical geodetic methods EZ0981.and adjusted by the National Geodetic Survey in July 1986. EZ0981 EZ0981.The orthometric height was determined by differential leveling EZ0981.and adjusted by the National Geodetic Survey in June 1991. EZ0981 EZ0981.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0981 EZ0981.The geoid height was determined by GEOID03. EZ0981 EZ0981.The dynamic height is computed by dividing the NAVD 88 EZ0981.geopotential number by the normal gravity value computed on the EZ0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0981.degrees latitude (g = 980.6199 gals.). EZ0981 EZ0981.The modeled gravity was interpolated from observed gravity values. EZ0981 EZ0981; North East Units Scale Factor Converg. EZ0981;SPC NC - 236,231.399 638,605.226 MT 0.99993242 +0 11 07.4 EZ0981;SPC NC - 775,035.85 2,095,157.31 sFT 0.99993242 +0 11 07.4 EZ0981;UTM 17 - 3,973,025.283 709,542.533 MT 1.00014107 +1 21 39.3 EZ0981 EZ0981! - Elev Factor x Scale Factor = Combined Factor EZ0981!SPC NC - 0.99998416 x 0.99993242 = 0.99991658 EZ0981!UTM 17 - 0.99998416 x 1.00014107 = 1.00012522 EZ0981 EZ0981: Primary Azimuth Mark Grid Az EZ0981:SPC NC - JEFFREYS 185 07 47.0 EZ0981:UTM 17 - JEFFREYS 183 57 15.1 EZ0981 EZ0981|---------------------------------------------------------------------| EZ0981| PID Reference Object Distance Geod. Az | EZ0981| dddmmss.s | EZ0981| EZ5127 JEFFREYS APPROX. 0.8 KM 1851854.4 | EZ0981|---------------------------------------------------------------------| EZ0981 EZ0981 SUPERSEDED SURVEY CONTROL EZ0981 EZ0981 NAD 27 - 35 52 44.15954(N) 078 40 44.61286(W) AD( ) 2 EZ0981 NGVD 29 (??/??/92) 133.719 (m) 438.71 (f) ADJ UNCH 2 0 EZ0981 EZ0981.Superseded values are not recommended for survey control. EZ0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0981.See file dsdata.txt to determine how the superseded data were derived. EZ0981 EZ0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0954373025(NAD 83) EZ0981_MARKER: DE = TRAVERSE STATION DISK EZ0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0981_STAMPING: SPRING VALLEY 1961 EZ0981_MARK LOGO: NCGS EZ0981_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0981+STABILITY: SURFACE MOTION EZ0981 EZ0981 HISTORY - Date Condition Report By EZ0981 HISTORY - 1961 MONUMENTED NCGS EZ0981 HISTORY - 1973 GOOD NCGS EZ0981 HISTORY - 1987 GOOD USPSQD EZ0981 HISTORY - 19931013 SEE DESCRIPTION NCGS EZ0981 EZ0981 STATION DESCRIPTION EZ0981 EZ0981'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ0981'SPRING VALLEY IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ0981'ESTABLISHED IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ0981' EZ0981'SPRING VALLEY IS 7.75 MILES NNW OF RALEIGH. PROCEED WEST ON EZ0981'U.S. 70 5.3 MILES TO CRABTREE CREEK, CONTINUE ON U.S. 70 FOR EZ0981'0.4 MILES TO INTERSECTION OF NC 50, BEAR RIGHT ON NC 50 EZ0981'TOWARDS CREEDMOOR AND GO 2.7 MILES TO STATION, OR 1.6 MILES S EZ0981'OF INTERSECTION OF NC 50 AND SR 1829. STATION IS IN BEND OF EZ0981'ROAD AND BETWEEN HEDGE ON E AND C/L OF NC 50 ON W. EZ0981' EZ0981'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0981'SPRING VALLEY 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE EZ0981'TOP OF WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ0981' EZ0981'MARK IS EZ0981' EZ0981'17.3 FT NNW OF 6 INCH OAK WITH ALUMINUM REF. TAG EZ0981' EZ0981'9.4 FT SSW OF FORMOSA BUSH WITH ALUMINUM REF. TAG EZ0981' EZ0981'16.3 FT ESE OF C/L OF NC 50 EZ0981 EZ0981 STATION RECOVERY (1973) EZ0981 EZ0981'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0981'4.7 MI WNW FROM MILLBROOK. EZ0981'SPRING VALLEY IS LOCATED 7.2 MILES NNW OF CAPITOL SQUARE IN EZ0981'RALEIGH. TO REACH STATION FROM INTERSECTION OF NC 50 WITH U.S. EZ0981'70 AT CRABTREE VALLEY MALL, PROCEED NORTH ALONG NC 50 FOR 2.5 EZ0981'MILES TO STATION ON RIGHT BETWEEN ROAD AND A HEDGE ROW, 0.8 EZ0981'MILES SOUTH OF INTERSECTION WITH SR 1828, 15.7 FT ESE OF C/L OF EZ0981'NC 50, 8.3 FT SSW OF A CREPE MYRTLE TREE W/ALUMINUM REF. TAG, EZ0981'AND 48.0 FT SE OF A CREPE MYRTLE TREE W/ALUMINUM REF. TAG. EZ0981'DISK IS SET IN CONCRETE CYLINDER 2 INCHES BELOW THE SURFACE EZ0981'OF THE GROUND. EZ0981 EZ0981 STATION RECOVERY (1987) EZ0981 EZ0981'RECOVERY NOTE BY US POWER SQUADRON 1987 (SM) EZ0981'RECOVERED IN GOOD CONDITION. EZ0981 EZ0981 STATION RECOVERY (1993) EZ0981 EZ0981'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB) EZ0981'MARK WAS SEARCHED FOR WITH EDM BUT NOT FOUND--PROBABLY DESTROYED BY EZ0981'HIGHWAY CONSTRUCTION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6614 *********************************************************************** EZ6614 DESIGNATION - SPRINGFOR EZ6614 PID - EZ6614 EZ6614 STATE/COUNTY- NC/WAKE EZ6614 USGS QUAD - RALEIGH EAST (1993) EZ6614 EZ6614 *CURRENT SURVEY CONTROL EZ6614 ___________________________________________________________________ EZ6614* NAD 83(1986)- 35 52 05.45799(N) 078 37 15.49324(W) ADJUSTED EZ6614* NAVD 88 - 122.6 (meters) 402. (feet) VERTCON EZ6614 ___________________________________________________________________ EZ6614 LAPLACE CORR- -7.31 (seconds) DEFLEC99 EZ6614 GEOID HEIGHT- -32.76 (meters) GEOID03 EZ6614 EZ6614 HORZ ORDER - SECOND EZ6614 EZ6614.The North Carolina HARNS have been completed but, EZ6614.due to contractual restrictions, coordinates for these stations EZ6614.will NOT be published in the near future. In the interim, the EZ6614.published coordinates in North Carolina will not be EZ6614.consistent with the Continuously Operating Reference Stations EZ6614.(CORS). The HARN coordinates for these stations are available EZ6614.upon request. Contact Gary Thompson(919-733-3836). EZ6614. EZ6614.In addition, the published North Carolina positions EZ6614.(NAD 83 (1986)) are NOT consistent with those determined in EZ6614.adjacent state readjustments. The discontinuity between stations EZ6614.located in North Carolina and those in adjacent states EZ6614.which have been adjusted to the HARN may be as much as 5 EZ6614.decimeters. This will result in a significant loss of accuracy EZ6614.over lines crossing such state borders. EZ6614 EZ6614 EZ6614.The horizontal coordinates were established by classical geodetic methods EZ6614.and adjusted by the National Geodetic Survey in December 1992. EZ6614 EZ6614.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6614 EZ6614.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6614 EZ6614.The geoid height was determined by GEOID03. EZ6614 EZ6614; North East Units Scale Factor Converg. EZ6614;SPC NC - 235,040.738 643,830.246 MT 0.99993035 +0 13 07.6 EZ6614;SPC NC - 771,129.49 2,112,299.73 sFT 0.99993035 +0 13 07.6 EZ6614;UTM 17 - 3,971,941.830 714,792.054 MT 1.00016853 +1 23 40.1 EZ6614 EZ6614! - Elev Factor x Scale Factor = Combined Factor EZ6614!SPC NC - 0.99998591 x 0.99993035 = 0.99991626 EZ6614!UTM 17 - 0.99998591 x 1.00016853 = 1.00015443 EZ6614 EZ6614 SUPERSEDED SURVEY CONTROL EZ6614 EZ6614 NGVD 29 (12/28/92) 122.8 (m) 403. (f) VERT ANG EZ6614 EZ6614.Superseded values are not recommended for survey control. EZ6614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6614.See file dsdata.txt to determine how the superseded data were derived. EZ6614 EZ6614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1479271942(NAD 83) EZ6614_MARKER: DH = HORIZONTAL CONTROL DISK EZ6614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6614_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6614_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6614+STABILITY: SURFACE MOTION EZ6614 EZ6614 HISTORY - Date Condition Report By EZ6614 HISTORY - 1985 MONUMENTED NCGS EZ6614 HISTORY - 19871013 MARK NOT FOUND NCGS EZ6614 EZ6614 STATION DESCRIPTION EZ6614 EZ6614'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ6614'THE STATION IS LOCATED IN NORTH RALEIGH. EZ6614' EZ6614'ALONG FALLS OF NEUSE ROAD, AT THE INTERSECTION WITH SPRING FOREST EZ6614'ROAD, AND IN THE WEST SIDEWALK. EZ6614' EZ6614'THE STATION IS A STANDARD NCGS DISK STAMPED---SPRINGFOR 1985---, EZ6614'SET INTO A DRILLED HOLE. LOCATED EZ6614'2.1 METERS (6.8 FT) WEST OF THE WEST EDGE OF THE WEST CURB, EZ6614'2.4 METERS (7.8 FT) EAST OF A METAL DROP INLET COVER, EZ6614'10.5 METERS (34.3 FT) NORTH-NORTHWEST OF A METAL STORM DRAIN (IN THE EZ6614'CURB)--AND EZ6614'9.6 METERS (31.6 FT) SOUTH OF A TRAFFIC LIGHT SUPPORT POLE, AND EZ6614'15.9 METERS (52.1 FT) NORTH OF A TRAFFIC LIGHT SUPPORT POLE--BOTH EZ6614'WITH REFERENCE TAGS. EZ6614' EZ6614'MARK IS 1/2 FT ABOVE THE LEVEL OF THE ROAD. EZ6614 EZ6614 STATION RECOVERY (1987) EZ6614 EZ6614'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ6614'STATION HAS BEEN DESTROYED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7497 *********************************************************************** AE7497 DESIGNATION - SQUARE AE7497 PID - AE7497 AE7497 STATE/COUNTY- NC/WAKE AE7497 USGS QUAD - RALEIGH EAST (1993) AE7497 AE7497 *CURRENT SURVEY CONTROL AE7497 ___________________________________________________________________ AE7497* NAD 83(1986)- 35 51 53.18925(N) 078 35 35.71405(W) ADJUSTED AE7497* NAVD 88 - 108.761 (meters) 356.83 (feet) ADJUSTED AE7497 ___________________________________________________________________ AE7497 LAPLACE CORR- -7.64 (seconds) DEFLEC99 AE7497 GEOID HEIGHT- -32.89 (meters) GEOID03 AE7497 DYNAMIC HT - 108.668 (meters) 356.52 (feet) COMP AE7497 MODELED GRAV- 979,776.0 (mgal) NAVD 88 AE7497 AE7497 HORZ ORDER - SECOND AE7497 VERT ORDER - SECOND CLASS II AE7497 AE7497.The North Carolina HARNS have been completed but, AE7497.due to contractual restrictions, coordinates for these stations AE7497.will NOT be published in the near future. In the interim, the AE7497.published coordinates in North Carolina will not be AE7497.consistent with the Continuously Operating Reference Stations AE7497.(CORS). The HARN coordinates for these stations are available AE7497.upon request. Contact Gary Thompson(919-733-3836). AE7497. AE7497.In addition, the published North Carolina positions AE7497.(NAD 83 (1986)) are NOT consistent with those determined in AE7497.adjacent state readjustments. The discontinuity between stations AE7497.located in North Carolina and those in adjacent states AE7497.which have been adjusted to the HARN may be as much as 5 AE7497.decimeters. This will result in a significant loss of accuracy AE7497.over lines crossing such state borders. AE7497 AE7497 AE7497.The horizontal coordinates were established by classical geodetic methods AE7497.and adjusted by the National Geodetic Survey in February 1998. AE7497 AE7497.The orthometric height was determined by differential leveling AE7497.and adjusted by the National Geodetic Survey in September 1998. AE7497 AE7497.The Laplace correction was computed from DEFLEC99 derived deflections. AE7497 AE7497.The geoid height was determined by GEOID03. AE7497 AE7497.The dynamic height is computed by dividing the NAVD 88 AE7497.geopotential number by the normal gravity value computed on the AE7497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7497.degrees latitude (g = 980.6199 gals.). AE7497 AE7497.The modeled gravity was interpolated from observed gravity values. AE7497 AE7497; North East Units Scale Factor Converg. AE7497;SPC NC - 234,672.536 646,334.770 MT 0.99992971 +0 14 05.1 AE7497;SPC NC - 769,921.48 2,120,516.66 sFT 0.99992971 +0 14 05.1 AE7497;UTM 17 - 3,971,625.019 717,304.222 MT 1.00018190 +1 24 38.2 AE7497 AE7497! - Elev Factor x Scale Factor = Combined Factor AE7497!SPC NC - 0.99998809 x 0.99992971 = 0.99991780 AE7497!UTM 17 - 0.99998809 x 1.00018190 = 1.00016999 AE7497 AE7497 SUPERSEDED SURVEY CONTROL AE7497 AE7497 NGVD 29 (02/27/98) 109.37 (m) 358.8 (f) LEVELING 3 AE7497 AE7497.Superseded values are not recommended for survey control. AE7497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7497.See file dsdata.txt to determine how the superseded data were derived. AE7497 AE7497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1730471625(NAD 83) AE7497_MARKER: DH = HORIZONTAL CONTROL DISK AE7497_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. AE7497_SP_SET: HOUSING AE7497_STAMPING: SQUARE 1987 AE7497_MARK LOGO: NCGS AE7497_MAGNETIC: N = NO MAGNETIC MATERIAL AE7497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AE7497 AE7497 HISTORY - Date Condition Report By AE7497 HISTORY - 1987 MONUMENTED NCGS AE7497 HISTORY - 19870101 GOOD NCGS AE7497 HISTORY - 20050417 MARK NOT FOUND USPSQD AE7497 AE7497 STATION DESCRIPTION AE7497 AE7497'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7497'STATION IS LOCATED ABOUT 10.1 KM (6.25 MI) NORTH-NORTHEAST OF THE AE7497'CAPITAL SQUARE IN RALEIGH. ALONG SR 2030 (OLD WAKE FOREST ROAD) FOR AE7497'1.4 KM (0.85 MI) SOUTHWEST FROM US 1 (CAPITAL BOULEVARD), OR 0.2 KM AE7497'(0.10 MI) EAST OF A RAILROAD OVERPASS, IN A 2 FOOT (0.6 M) SQUARE AE7497'CONCRETE WATER VALVE HOUSING. MARK IS LEVEL WITH ROAD. LOCATED 10.1 M AE7497'(33.1 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE ROAD, 0.9 M (3.0 AE7497'FT) NORTH-NORTHWEST OF A FIRE HYDRANT, 0.2 M (0.7 FT) NORTHWEST OF A AE7497'WATER VALVE CAP, 64.2 M (210.6 FT) EAST OF A MANHOLE COVER, 44.1 M AE7497'(144.7 FT) WEST-SOUTHWEST OF THE SOUTH END OF A HIGHWAY CULVERT, AND AE7497'21.6 M (70.9 FT) SOUTH OF A POWER POLE WITH A REFERENCE TAG. AE7497 AE7497 STATION RECOVERY (1987) AE7497 AE7497'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7497'RECOVERED AS DESCRIBED. AE7497 AE7497 STATION RECOVERY (2005) AE7497 AE7497'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) AE7497'MARK NOT FOUND, HOLE WHERE MARKER SHOULD BE 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1008 *********************************************************************** EZ1008 DESIGNATION - STAGE EZ1008 PID - EZ1008 EZ1008 STATE/COUNTY- NC/WAKE EZ1008 USGS QUAD - LAKE WHEELER (1993) EZ1008 EZ1008 *CURRENT SURVEY CONTROL EZ1008 ___________________________________________________________________ EZ1008* NAD 83(1986)- 35 42 46.12956(N) 078 39 26.73270(W) ADJUSTED EZ1008* NAVD 88 - 101.823 (meters) 334.06 (feet) ADJUSTED EZ1008 ___________________________________________________________________ EZ1008 LAPLACE CORR- -7.08 (seconds) DEFLEC99 EZ1008 GEOID HEIGHT- -32.98 (meters) GEOID03 EZ1008 DYNAMIC HT - 101.733 (meters) 333.77 (feet) COMP EZ1008 MODELED GRAV- 979,756.4 (mgal) NAVD 88 EZ1008 EZ1008 HORZ ORDER - SECOND EZ1008 VERT ORDER - SECOND CLASS 0 EZ1008 EZ1008.The North Carolina HARNS have been completed but, EZ1008.due to contractual restrictions, coordinates for these stations EZ1008.will NOT be published in the near future. In the interim, the EZ1008.published coordinates in North Carolina will not be EZ1008.consistent with the Continuously Operating Reference Stations EZ1008.(CORS). The HARN coordinates for these stations are available EZ1008.upon request. Contact Gary Thompson(919-733-3836). EZ1008. EZ1008.In addition, the published North Carolina positions EZ1008.(NAD 83 (1986)) are NOT consistent with those determined in EZ1008.adjacent state readjustments. The discontinuity between stations EZ1008.located in North Carolina and those in adjacent states EZ1008.which have been adjusted to the HARN may be as much as 5 EZ1008.decimeters. This will result in a significant loss of accuracy EZ1008.over lines crossing such state borders. EZ1008 EZ1008 EZ1008.The horizontal coordinates were established by classical geodetic methods EZ1008.and adjusted by the National Geodetic Survey in July 1986. EZ1008 EZ1008.The orthometric height was determined by differential leveling EZ1008.and adjusted by the National Geodetic Survey in June 1991. EZ1008 EZ1008.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1008 EZ1008.The geoid height was determined by GEOID03. EZ1008 EZ1008.The dynamic height is computed by dividing the NAVD 88 EZ1008.geopotential number by the normal gravity value computed on the EZ1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1008.degrees latitude (g = 980.6199 gals.). EZ1008 EZ1008.The modeled gravity was interpolated from observed gravity values. EZ1008 EZ1008; North East Units Scale Factor Converg. EZ1008;SPC NC - 217,791.318 640,597.568 MT 0.99990488 +0 11 51.8 EZ1008;SPC NC - 714,537.02 2,101,693.85 sFT 0.99990488 +0 11 51.8 EZ1008;UTM 17 - 3,954,625.628 711,912.448 MT 1.00015340 +1 22 04.5 EZ1008 EZ1008! - Elev Factor x Scale Factor = Combined Factor EZ1008!SPC NC - 0.99998919 x 0.99990488 = 0.99989408 EZ1008!UTM 17 - 0.99998919 x 1.00015340 = 1.00014259 EZ1008 EZ1008: Primary Azimuth Mark Grid Az EZ1008:SPC NC - PEARCE 203 24 42.0 EZ1008:UTM 17 - PEARCE 202 14 29.3 EZ1008 EZ1008|---------------------------------------------------------------------| EZ1008| PID Reference Object Distance Geod. Az | EZ1008| dddmmss.s | EZ1008| EZ1009 PEARCE APPROX. 0.8 KM 2033633.8 | EZ1008|---------------------------------------------------------------------| EZ1008 EZ1008 SUPERSEDED SURVEY CONTROL EZ1008 EZ1008 NAD 27 - 35 42 45.57614(N) 078 39 27.71342(W) AD( ) 2 EZ1008 NGVD 29 (??/??/92) 102.089 (m) 334.94 (f) ADJ UNCH 2 0 EZ1008 EZ1008.Superseded values are not recommended for survey control. EZ1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1008.See file dsdata.txt to determine how the superseded data were derived. EZ1008 EZ1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1191254626(NAD 83) EZ1008_MARKER: DE = TRAVERSE STATION DISK EZ1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1008_STAMPING: STAGE 1967 EZ1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1008+STABILITY: SURFACE MOTION EZ1008 EZ1008 HISTORY - Date Condition Report By EZ1008 HISTORY - 1967 MONUMENTED NCGS EZ1008 HISTORY - 1973 GOOD NCGS EZ1008 HISTORY - 1973 GOOD NCGS EZ1008 HISTORY - 1987 MARK NOT FOUND USPSQD EZ1008 HISTORY - 20040521 MARK NOT FOUND USPSQD EZ1008 EZ1008 STATION DESCRIPTION EZ1008 EZ1008'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1008'STAGE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1008'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ1008' EZ1008'STAGE IS LOCATED APPROXIMATELY 4.8 MILES SOUTH OF RALEIGH. AT EZ1008'THE JUNCTION OF SR 2791, SR 1006 (OLD STAGE RD.) AND EZ1008'U.S. 401. STATION IS TOWARD THE NORTH END OF TRAFFIC ISLAND EZ1008'MEDIAN ON TANGENT WITH THE SOUTH EDGE OF SR 2791 EAST, AND EZ1008'APPROXIMATELY 150 FT SOUTHEAST OF ST. ANDREWS METHODIST CHURCH. EZ1008' EZ1008'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1008'STAGE 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1008'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ1008' EZ1008'MARK IS EZ1008' EZ1008'6.5 FT W OF E CURB OF TRAFFIC ISLAND EZ1008' EZ1008'2.6 FT E OF W CURB OF TRAFFIC ISLAND EZ1008' EZ1008'14.3 FT SW OF NE END OF TRAFFIC ISLAND EZ1008' EZ1008'37.6 FT N OF SR 1006 (OLD STAGE RD.) SIGN WITH ALUM. REF. TAG EZ1008' EZ1008'68.4 FT NW OF PP WITH ALUMINUM REF. TAG EZ1008' EZ1008'52.1 FT WNW OF PP WITH ALUMINUM REF. TAG EZ1008 EZ1008 STATION RECOVERY (1973) EZ1008 EZ1008'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1008'3 MI W FROM GARNER. EZ1008'STAGE IS LOCATED 4.8 MILES SOUTH OF CAPITOL SQUARE IN RALEIGH. EZ1008'TO REACH STATION FROM THE INTERSECTION OF SOUTH BOUND LANES OF EZ1008'U.S. 401-U.S. 70 AND NC 50, (JUST SW OF TRYON HILLS SHOPPING EZ1008'CENTER), PROCEED SOUTHERLY ALONG U.S. 401 FOR 01.15 MILES TO THE EZ1008'INTERSECTION WITH SR 1006 (OLD STAGE ROAD) AND SR 2791, AND STATION EZ1008'IN U.S. 401 TRAFFIC ISLAND MEDIAN AND ON PROJECTION OF THE SOUTH EZ1008'EDGE OF SR 2791, 06.5 FT WEST OF E CURB OF TRAFFIC ISLAND, 02.6 EZ1008'FT E OF W CURB OF TRAFFIC ISLAND, 14.3 FT SW OF NE END OF TRAFFIC EZ1008'ISLAND, 37.6 FT N OF OLD STAGE ROAD SIGN WITH ALUMINUM REF. TAG, EZ1008'68.4 FT NW OF PP WITH ALUMINUM REF. TAG, AND 52.1 FT WNW OF PP EZ1008'WITH ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER FLUSH EZ1008'WITH THE SURFACE OF THE GROUND. EZ1008 EZ1008 STATION RECOVERY (1973) EZ1008 EZ1008'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1008'LOCATED 4.8 MILES SOUTH OF CAPITOL SQUARE IN RALEIGH. TO REACH EZ1008'STATION FROM THE INTERSECTION OF SOUTH BOUND LANES OF US 401-US 70 AND EZ1008'NC 50, (JUST SW OF TRYON HILLS SHOPPING CENTER), PROCEED SOUTHERLY EZ1008'ALONG US 401 FOR 01.15 MILES TO THE INTERSECTION WITH SR 1006 (OLD EZ1008'STAGE ROAD) AND SR 2791, AND STATION IN US 401 TRAFFIC ISLAND MEDIAN EZ1008'AND ON PROJECTION OF THE SOUTH EDGE OF SR 2791. 06.5 FT. WEST OF E EZ1008'CURB OF TRAFFIC ISLAND, 02.6 FT. E OF W CURB OF TRAFFIC ISLAND, 14.3 EZ1008'FT. SW OF NE END OF TRAFFIC ISLAND, 37.6 FT. N OF OLD STAGE ROAD SIGN EZ1008'WITH ALUMINUM REF. TAG, 68.4 FT. NW OF PP WITH ALUMINUM REF. TAG, AND EZ1008'52.1 FT. WNW OF PP WITH ALUMINUM REF. TAG. DISK IS SET IN CONCRETE EZ1008'CYLINDER FLUSH WITH THE SURFACE OF THE GROUND. EZ1008 EZ1008 STATION RECOVERY (1987) EZ1008 EZ1008'RECOVERY NOTE BY US POWER SQUADRON 1987 (FBB) EZ1008'MARK NOT FOUND. EZ1008 EZ1008 STATION RECOVERY (2004) EZ1008 EZ1008'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ1008'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6688 *********************************************************************** EZ6688 DESIGNATION - STAR EZ6688 PID - EZ6688 EZ6688 STATE/COUNTY- NC/WAKE EZ6688 USGS QUAD - FUQUAY-VARINA (1993) EZ6688 EZ6688 *CURRENT SURVEY CONTROL EZ6688 ___________________________________________________________________ EZ6688* NAD 83(1986)- 35 35 29.13721(N) 078 47 24.76987(W) ADJUSTED EZ6688* NAVD 88 - 129.26 (+/-2cm) 424.1 (feet) VERTCON EZ6688 ___________________________________________________________________ EZ6688 LAPLACE CORR- -4.71 (seconds) DEFLEC99 EZ6688 GEOID HEIGHT- -32.71 (meters) GEOID03 EZ6688 EZ6688 HORZ ORDER - SECOND EZ6688 VERT ORDER - THIRD (See Below) EZ6688 EZ6688.The North Carolina HARNS have been completed but, EZ6688.due to contractual restrictions, coordinates for these stations EZ6688.will NOT be published in the near future. In the interim, the EZ6688.published coordinates in North Carolina will not be EZ6688.consistent with the Continuously Operating Reference Stations EZ6688.(CORS). The HARN coordinates for these stations are available EZ6688.upon request. Contact Gary Thompson(919-733-3836). EZ6688. EZ6688.In addition, the published North Carolina positions EZ6688.(NAD 83 (1986)) are NOT consistent with those determined in EZ6688.adjacent state readjustments. The discontinuity between stations EZ6688.located in North Carolina and those in adjacent states EZ6688.which have been adjusted to the HARN may be as much as 5 EZ6688.decimeters. This will result in a significant loss of accuracy EZ6688.over lines crossing such state borders. EZ6688 EZ6688 EZ6688.The horizontal coordinates were established by classical geodetic methods EZ6688.and adjusted by the National Geodetic Survey in March 1993. EZ6688 EZ6688.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6688.The vertical order pertains to the NGVD 29 superseded value. EZ6688 EZ6688.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6688 EZ6688.The geoid height was determined by GEOID03. EZ6688 EZ6688; North East Units Scale Factor Converg. EZ6688;SPC NC - 204,291.135 628,611.294 MT 0.99989011 +0 07 15.9 EZ6688;SPC NC - 670,245.17 2,062,368.89 sFT 0.99989011 +0 07 15.9 EZ6688;UTM 17 - 3,940,880.856 700,201.152 MT 1.00009393 +1 17 11.5 EZ6688 EZ6688! - Elev Factor x Scale Factor = Combined Factor EZ6688!SPC NC - 0.99998485 x 0.99989011 = 0.99987496 EZ6688!UTM 17 - 0.99998485 x 1.00009393 = 1.00007877 EZ6688 EZ6688: Primary Azimuth Mark Grid Az EZ6688:SPC NC - BROADS 084 01 29.3 EZ6688:UTM 17 - BROADS 082 51 33.7 EZ6688 EZ6688|---------------------------------------------------------------------| EZ6688| PID Reference Object Distance Geod. Az | EZ6688| dddmmss.s | EZ6688| EZ6640 BROADS 484.189 METERS 0840845.2 | EZ6688| EZ0811 Y 92 100.502 METERS 18133 | EZ6688| EZ5330 FUQUAY SPRINGS E MUNICIPAL TK APPROX. 0.6 KM 2744342.3 | EZ6688|---------------------------------------------------------------------| EZ6688 EZ6688 SUPERSEDED SURVEY CONTROL EZ6688 EZ6688 NGVD 29 (03/10/93) 129.52 (m) 424.9 (f) LEVELING 3 EZ6688 EZ6688.Superseded values are not recommended for survey control. EZ6688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6688.See file dsdata.txt to determine how the superseded data were derived. EZ6688 EZ6688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0020140881(NAD 83) EZ6688_MARKER: DE = TRAVERSE STATION DISK EZ6688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6688_SP_SET: CONCRETE POST EZ6688_STAMPING: STAR 1983 EZ6688_MARK LOGO: NCGS EZ6688_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ6688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6688+STABILITY: SURFACE MOTION EZ6688 EZ6688 HISTORY - Date Condition Report By EZ6688 HISTORY - 1983 MONUMENTED NCGS EZ6688 HISTORY - 20041106 MARK NOT FOUND GEOCAC EZ6688 EZ6688 STATION DESCRIPTION EZ6688 EZ6688'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 EZ6688'STATION IS LOCATED IN FUQUAY VARINA. EZ6688'ALONG US 401, 0.2 KM (0.15 MI) EAST OF THE INTERSECTION WITH NC 55 AT EZ6688'THE SOUTHWEST CORNER OF PARKING LOT OF FUQUAY VARINA SHOPPING CENTER. EZ6688'THE STATION IS A STANDARD NCGS DISK STAMPED---STAR 1983---, SET INTO EZ6688'THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER FLUSH WITH EZ6688'GROUND. LOCATED 6.83 METERS (22.4 FT) NORTH FROM THE CENTERLINE OF EZ6688'HIGHWAY, 9.94 METERS (32.6 FT) WEST FROM THE CENTERLINE OF WEST DRIVE EZ6688'TO SHOPPING CENTER, 1.7 METERS (5.6 FT) WEST OF PEDESTAL BESIDE EZ6688'TELEPHONE POLE WITH REFERENCE TAG, 35.78 METERS (117.4 FT) EAST FROM A EZ6688'TELEPHONE POLE WITH REFERENCE TAG, AND 33.83 METERS (111.0 FT) EZ6688'NORTH-NORTHWEST FROM THE CONCRETE BASE OF LAMP POLE. EZ6688'BENCH MARK Y 92 IS A STANDARD CGS BENCH MARK DISK STAMPED---Y 92 EZ6688'1935---SET IN TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE EZ6688'GROUND LEVEL AND IS 300 FEET SOUTH-SOUTHEAST OF THE STATION. MARK IS EZ6688'ALONG ABANDONED RAILROAD BED AT A FIELD ROAD CROSSING AND ABOUT 30 EZ6688'FEET SOUTHWEST OF CENTERLINE OF RAILROAD BED AND 11 FEET SOUTH OF THE EZ6688'CENTERLINE OF FIELD ROAD. EZ6688'STATION IS LEVEL WITH HIGHWAY. EZ6688 EZ6688 STATION RECOVERY (2004) EZ6688 EZ6688'RECOVERY NOTE BY GEOCACHING 2004 (PFF) EZ6688'STAR WAS SEARCHED FOR BUT NOT FOUND. MAY HAVE BEEN AFFECTED BY EZ6688'WIDENING OF HIGHWAY AND CREATION OF A USED CAR LOT WEST OF SHOPPING EZ6688'CENTER. EZ6688' EZ6688'Y-92 RECOVERED IN GOOD CONDITION. 59.7 FT NW (320 DEG MAG) FROM EZ6688'MANHOLE COVER. 237 FT SE (120 DEG MAG) FROM SE CORNER OF ABANDONED EZ6688'BRICK BUILDING. ON A 1-FOOT BANK, JUST WEST OF DIRT ROAD, AT EDGE OF EZ6688'CLEARED FIELD. APPROX 81 FT SW (220 DEG MAG) FROM PP NUMBER B-370 EZ6688'(WITH THREE TRANSFORMERS) BEHIND SHOPPING CENTER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6433 *********************************************************************** EZ6433 DESIGNATION - STATE COLLEGE AZ MK EZ6433 PID - EZ6433 EZ6433 STATE/COUNTY- NC/WAKE EZ6433 USGS QUAD - RALEIGH WEST (1988) EZ6433 EZ6433 *CURRENT SURVEY CONTROL EZ6433 ___________________________________________________________________ EZ6433* NAD 83(1986)- 35 46 50.05500(N) 078 40 31.62784(W) ADJUSTED EZ6433* NAVD 88 - 124.809 (meters) 409.48 (feet) ADJUSTED EZ6433 ___________________________________________________________________ EZ6433 LAPLACE CORR- -7.01 (seconds) DEFLEC99 EZ6433 GEOID HEIGHT- -32.75 (meters) GEOID03 EZ6433 DYNAMIC HT - 124.702 (meters) 409.13 (feet) COMP EZ6433 MODELED GRAV- 979,770.2 (mgal) NAVD 88 EZ6433 EZ6433 HORZ ORDER - SECOND EZ6433 VERT ORDER - SECOND CLASS I EZ6433 EZ6433.The North Carolina HARNS have been completed but, EZ6433.due to contractual restrictions, coordinates for these stations EZ6433.will NOT be published in the near future. In the interim, the EZ6433.published coordinates in North Carolina will not be EZ6433.consistent with the Continuously Operating Reference Stations EZ6433.(CORS). The HARN coordinates for these stations are available EZ6433.upon request. Contact Gary Thompson(919-733-3836). EZ6433. EZ6433.In addition, the published North Carolina positions EZ6433.(NAD 83 (1986)) are NOT consistent with those determined in EZ6433.adjacent state readjustments. The discontinuity between stations EZ6433.located in North Carolina and those in adjacent states EZ6433.which have been adjusted to the HARN may be as much as 5 EZ6433.decimeters. This will result in a significant loss of accuracy EZ6433.over lines crossing such state borders. EZ6433 EZ6433 EZ6433.The horizontal coordinates were established by classical geodetic methods EZ6433.and adjusted by the National Geodetic Survey in March 1992. EZ6433 EZ6433.The orthometric height was determined by differential leveling EZ6433.and adjusted by the National Geodetic Survey in December 1991. EZ6433 EZ6433.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6433 EZ6433.The geoid height was determined by GEOID03. EZ6433 EZ6433.The dynamic height is computed by dividing the NAVD 88 EZ6433.geopotential number by the normal gravity value computed on the EZ6433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6433.degrees latitude (g = 980.6199 gals.). EZ6433 EZ6433.The modeled gravity was interpolated from observed gravity values. EZ6433 EZ6433; North East Units Scale Factor Converg. EZ6433;SPC NC - 225,303.059 638,941.954 MT 0.99991508 +0 11 14.3 EZ6433;SPC NC - 739,181.79 2,096,262.06 sFT 0.99991508 +0 11 14.3 EZ6433;UTM 17 - 3,962,103.742 710,103.202 MT 1.00014398 +1 21 34.6 EZ6433 EZ6433! - Elev Factor x Scale Factor = Combined Factor EZ6433!SPC NC - 0.99998555 x 0.99991508 = 0.99990063 EZ6433!UTM 17 - 0.99998555 x 1.00014398 = 1.00012953 EZ6433 EZ6433 SUPERSEDED SURVEY CONTROL EZ6433 EZ6433 NAVD 88 (03/04/92) 124.81 (m) 409.5 (f) LEVELING 3 EZ6433 EZ6433.Superseded values are not recommended for survey control. EZ6433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6433.See file dsdata.txt to determine how the superseded data were derived. EZ6433 EZ6433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1010362104(NAD 83) EZ6433_MARKER: DZ = AZIMUTH MARK DISK EZ6433_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. EZ6433_SP_SET: SIDEWALK EZ6433_STAMPING: STATE COLLEGE 1988 EZ6433_MARK LOGO: NGS EZ6433_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ6433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ6433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6433+SATELLITE: SATELLITE OBSERVATIONS - 1988 EZ6433 EZ6433 HISTORY - Date Condition Report By EZ6433 HISTORY - 1988 MONUMENTED NGS EZ6433 HISTORY - 19960121 GOOD NCGS EZ6433 EZ6433 STATION DESCRIPTION EZ6433 EZ6433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 EZ6433'STATION IS LOCATED IN SOUTHWEST RALEIGH. EZ6433'ALONG WESTERN BOULEVARD FOR 2.3 KM (1.4 MI) SOUTHEAST FROM THE EZ6433'BELTLINE-US 1-TO AVENT FERRY ROAD IN THE SOUTHEAST QUADRANT OF EZ6433'INTERSECTION IN THE SIDEWALK. EZ6433'STATION IS A STANDARD NGS AZIMUTH MARK DISK EZ6433'STAMPED---STATE COLLEGE 1988---, EZ6433'SET IN A DRILLED HOLE IN SIDEWALK. LOCATED 12.6 M EZ6433'(41.3 FT) SOUTHWEST OF THE CENTERLINE OF EASTBOUND LANE OF WESTERN EZ6433'BOULEVARD, 5.6 M (18.4 FT) NORTH-NORTHEAST OF FIRE HYDRANT, 11.1 M EZ6433'(36.4 FT) SOUTHEAST OF MANHOLE COVER, 14.8 M (48.6 FT) NORTHWEST OF EZ6433'RIGHT-OF-WAY MONUMENT, AND 10.5 M (34.4 FT) NORTH-NORTHEAST OF POWER EZ6433'POLE WITH REFERENCE TAG. EZ6433 EZ6433 STATION RECOVERY (1996) EZ6433 EZ6433'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG) EZ6433'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0694 *********************************************************************** EZ0694 DESIGNATION - STATE COLLEGE RM 4 EZ0694 PID - EZ0694 EZ0694 STATE/COUNTY- NC/WAKE EZ0694 USGS QUAD - RALEIGH WEST (1988) EZ0694 EZ0694 *CURRENT SURVEY CONTROL EZ0694 ___________________________________________________________________ EZ0694* NAD 83(1986)- 35 47 04.30313(N) 078 41 00.68315(W) ADJUSTED EZ0694* NAVD 88 - 132.467 (meters) 434.60 (feet) ADJUSTED EZ0694 ___________________________________________________________________ EZ0694 LAPLACE CORR- -6.89 (seconds) DEFLEC99 EZ0694 GEOID HEIGHT- -32.71 (meters) GEOID03 EZ0694 DYNAMIC HT - 132.353 (meters) 434.23 (feet) COMP EZ0694 MODELED GRAV- 979,770.3 (mgal) NAVD 88 EZ0694 EZ0694 HORZ ORDER - SECOND EZ0694 VERT ORDER - FIRST CLASS I EZ0694 EZ0694.The North Carolina HARNS have been completed but, EZ0694.due to contractual restrictions, coordinates for these stations EZ0694.will NOT be published in the near future. In the interim, the EZ0694.published coordinates in North Carolina will not be EZ0694.consistent with the Continuously Operating Reference Stations EZ0694.(CORS). The HARN coordinates for these stations are available EZ0694.upon request. Contact Gary Thompson(919-733-3836). EZ0694. EZ0694.In addition, the published North Carolina positions EZ0694.(NAD 83 (1986)) are NOT consistent with those determined in EZ0694.adjacent state readjustments. The discontinuity between stations EZ0694.located in North Carolina and those in adjacent states EZ0694.which have been adjusted to the HARN may be as much as 5 EZ0694.decimeters. This will result in a significant loss of accuracy EZ0694.over lines crossing such state borders. EZ0694 EZ0694 EZ0694.The horizontal coordinates were established by classical geodetic methods EZ0694.and adjusted by the National Geodetic Survey in March 1992. EZ0694 EZ0694.The orthometric height was determined by differential leveling EZ0694.and adjusted by the National Geodetic Survey in June 1991. EZ0694 EZ0694.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0694 EZ0694.The geoid height was determined by GEOID03. EZ0694 EZ0694.The dynamic height is computed by dividing the NAVD 88 EZ0694.geopotential number by the normal gravity value computed on the EZ0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0694.degrees latitude (g = 980.6199 gals.). EZ0694 EZ0694.The modeled gravity was interpolated from observed gravity values. EZ0694 EZ0694; North East Units Scale Factor Converg. EZ0694;SPC NC - 225,739.803 638,210.905 MT 0.99991572 +0 10 57.6 EZ0694;SPC NC - 740,614.67 2,093,863.61 sFT 0.99991572 +0 10 57.6 EZ0694;UTM 17 - 3,962,525.534 709,363.203 MT 1.00014016 +1 21 18.1 EZ0694 EZ0694! - Elev Factor x Scale Factor = Combined Factor EZ0694!SPC NC - 0.99998434 x 0.99991572 = 0.99990006 EZ0694!UTM 17 - 0.99998434 x 1.00014016 = 1.00012450 EZ0694 EZ0694 SUPERSEDED SURVEY CONTROL EZ0694 EZ0694 NAVD 88 (03/04/92) 132.47 (m) 434.6 (f) LEVELING 3 EZ0694 NGVD 29 (??/??/92) 132.733 (m) 435.47 (f) ADJ UNCH 1 1 EZ0694 EZ0694.Superseded values are not recommended for survey control. EZ0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0694.See file dsdata.txt to determine how the superseded data were derived. EZ0694 EZ0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0936362526(NAD 83) EZ0694_MARKER: DR = REFERENCE MARK DISK EZ0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0694_SP_SET: SQUARE CONCRETE MONUMENT EZ0694_STAMPING: STATE COLLEGE NO 4 1933 EZ0694_MARK LOGO: CGS EZ0694_PROJECTION: FLUSH EZ0694_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0694+STABILITY: SURFACE MOTION EZ0694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ0694+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1988 EZ0694 EZ0694 HISTORY - Date Condition Report By EZ0694 HISTORY - 1961 MONUMENTED CGS EZ0694 HISTORY - 1967 GOOD CGS EZ0694 HISTORY - 1980 GOOD NCGS EZ0694 HISTORY - 1985 GOOD USPSQD EZ0694 HISTORY - 1988 GOOD USPSQD EZ0694 HISTORY - 19881101 GOOD NCGS EZ0694 HISTORY - 19910403 GOOD USPSQD EZ0694 HISTORY - 19960221 GOOD NCGS EZ0694 EZ0694 STATION DESCRIPTION EZ0694 EZ0694'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 EZ0694'2.7 MI W FROM RALEIGH. EZ0694'ABOUT 2.0 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY EZ0694'RAILROAD FROM THE STATION AT RALEIGH, THENCE 0.35 MILE SOUTH EZ0694'ALONG DAN ALLEN DRIVE, THENCE 0.3 MILE WEST ALONG WESTERN EZ0694'BOULEVARD WHICH IS U.S. HIGHWAY 64, 148 YARDS EAST OF THE EAST EZ0694'CORNER OF THE NORTH CAROLINA STATE UNIVERSITY TELEVISION CENTER EZ0694'BUILDING, 100 YARDS NORTHWEST OF A ROW OF POWER POLES, 78 FEET EZ0694'NORTHEAST OF THE NORTHEAST TRAFFIC LANE OF THE BOULEVARD, 2 1/2 EZ0694'FEET NORTHEAST OF THE NORTHEAST CONCRETE CURB OF A SERVICE EZ0694'ROAD, 2 FEET SOUTH OF A METAL CORNER POST FOR A CHAIN LINK FENCE, EZ0694'69.46 FEET EAST OF STATE COLLEGE R.M. 6, 38.40 FEET NORTHEAST EZ0694'AND ACROSS THE SERVICE ROAD FROM TRIANGULATION STATION STATE EZ0694'COLLEGE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE SERVICE ROAD, AND EZ0694'SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE SURFACE EZ0694'OF THE GROUND. EZ0694 EZ0694 STATION RECOVERY (1980) EZ0694 EZ0694'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ0694'THE MARK IS 1 FT ABOVE ROAD. EZ0694'0.95 MILE EAST ALONG WESTERN BOULEVARD FROM U.S. 1 AND U.S. 64 EZ0694'BYPASS, 0.3 MILE WEST OF DAN ALLEN DRIVE CROSSROAD AND ON NORTH EZ0694'SIDE OF HIGHWAY AT A FENCE CORNER ON NORTH SIDE OF A SERVICE ROAD, EZ0694'2.0 FEET SOUTH OF METAL CORNER FENCE POST, 2.5 FEET NORTHEAST OF EZ0694'NORTHEAST CURB OF SERVICE ROAD, 38.4 FEET NORTHEAST OF EZ0694'TRIANGULATION STATION STATE COLLEGE AND 69.4 FEET EAST OF RM 6. EZ0694 EZ0694 STATION RECOVERY (1985) EZ0694 EZ0694'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) EZ0694'RECOVERED IN GOOD CONDITION. EZ0694 EZ0694 STATION RECOVERY (1988) EZ0694 EZ0694'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EZ0694'RECOVERED IN GOOD CONDITION. EZ0694 EZ0694 STATION RECOVERY (1988) EZ0694 EZ0694'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ0694'LOCATED IN SOUTHWEST RALEIGH. EZ0694'ALONG WESTERN BOULEVARD FOR 1.45 KM (0.90 MI) SOUTHEAST FROM THE EZ0694'BELTLINE--US 1--, OR 0.25 KM (0.16 MI) SOUTHEAST OF GORMAN STREET IN EZ0694'GRASS MEDIAN BETWEEN SERVICE ROAD AND WESTERN BOULEVARD. EZ0694'REFERENCE MARK NO 4 STAMPED---STATE COLLEGE NO 4 1933---SET INTO THE EZ0694'TOP OF A SQUARE CONCRETE MONUMENT. LOCATED 4.6 M (15.1 FT) EZ0694'NORTH-NORTHEAST OF THE CENTERLINE OF SERVICE ROAD, AND 37.8 M EZ0694'(124.0 FT) WEST-NORTHWEST OF A CURB DRAIN. EZ0694 EZ0694 STATION RECOVERY (1991) EZ0694 EZ0694'RECOVERY NOTE BY US POWER SQUADRON 1991 (GS) EZ0694'RECOVERED IN GOOD CONDITION. EZ0694 EZ0694 STATION RECOVERY (1996) EZ0694 EZ0694'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG) EZ0694'RECOVERED AS DESCRIBED. STATION IS IN THE NORTH SHOULDER OF A SERVICE EZ0694'ROAD (FAUCETTE DRIVE) PARALELLING WESTERN BOULEVARD. MARK IS FLUSH EZ0694'WITH GROUND. LOCATED 2.5 FT (0.8 M) NORTHEAST OF AN ASPHALT CURB OF EZ0694'THE SERVICE ROAD, 3.0 FT (0.9 M) SOUTH OF THE CONCRETE BASE WHERE A EZ0694'FENCE POST HAD BEEN, 69.5 FT (21.2 M) EAST OF--STATE COLLEGE RM 6--, EZ0694'38.4 FT (11.7 M) NORTH OF CGS STATION--STATE COLLEGE--AND 4.8 FT (1.5 EZ0694'M) SOUTH-SOUTHWEST OF A 12-INCH CHERRY WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0697 *********************************************************************** EZ0697 DESIGNATION - STATE COLLEGE RM 6 EZ0697 PID - EZ0697 EZ0697 STATE/COUNTY- NC/WAKE EZ0697 USGS QUAD - RALEIGH WEST (1988) EZ0697 EZ0697 *CURRENT SURVEY CONTROL EZ0697 ___________________________________________________________________ EZ0697* NAD 83(1986)- 35 47 04.26033(N) 078 41 01.52292(W) ADJUSTED EZ0697* NAVD 88 - 133.315 (meters) 437.38 (feet) ADJUSTED EZ0697 ___________________________________________________________________ EZ0697 LAPLACE CORR- -6.89 (seconds) DEFLEC99 EZ0697 GEOID HEIGHT- -32.70 (meters) GEOID03 EZ0697 DYNAMIC HT - 133.200 (meters) 437.01 (feet) COMP EZ0697 MODELED GRAV- 979,770.3 (mgal) NAVD 88 EZ0697 EZ0697 HORZ ORDER - SECOND EZ0697 VERT ORDER - FIRST CLASS I EZ0697 EZ0697.The North Carolina HARNS have been completed but, EZ0697.due to contractual restrictions, coordinates for these stations EZ0697.will NOT be published in the near future. In the interim, the EZ0697.published coordinates in North Carolina will not be EZ0697.consistent with the Continuously Operating Reference Stations EZ0697.(CORS). The HARN coordinates for these stations are available EZ0697.upon request. Contact Gary Thompson(919-733-3836). EZ0697. EZ0697.In addition, the published North Carolina positions EZ0697.(NAD 83 (1986)) are NOT consistent with those determined in EZ0697.adjacent state readjustments. The discontinuity between stations EZ0697.located in North Carolina and those in adjacent states EZ0697.which have been adjusted to the HARN may be as much as 5 EZ0697.decimeters. This will result in a significant loss of accuracy EZ0697.over lines crossing such state borders. EZ0697 EZ0697 EZ0697.The horizontal coordinates were established by classical geodetic methods EZ0697.and adjusted by the National Geodetic Survey in March 1992. EZ0697 EZ0697.The orthometric height was determined by differential leveling EZ0697.and adjusted by the National Geodetic Survey in December 1991. EZ0697 EZ0697.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0697 EZ0697.The geoid height was determined by GEOID03. EZ0697 EZ0697.The dynamic height is computed by dividing the NAVD 88 EZ0697.geopotential number by the normal gravity value computed on the EZ0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0697.degrees latitude (g = 980.6199 gals.). EZ0697 EZ0697.The modeled gravity was interpolated from observed gravity values. EZ0697 EZ0697; North East Units Scale Factor Converg. EZ0697;SPC NC - 225,738.417 638,189.822 MT 0.99991572 +0 10 57.1 EZ0697;SPC NC - 740,610.12 2,093,794.44 sFT 0.99991572 +0 10 57.1 EZ0697;UTM 17 - 3,962,523.716 709,342.148 MT 1.00014005 +1 21 17.6 EZ0697 EZ0697! - Elev Factor x Scale Factor = Combined Factor EZ0697!SPC NC - 0.99998421 x 0.99991572 = 0.99989993 EZ0697!UTM 17 - 0.99998421 x 1.00014005 = 1.00012426 EZ0697 EZ0697 SUPERSEDED SURVEY CONTROL EZ0697 EZ0697 NAVD 88 (06/15/91) 133.309 (m) 437.36 (f) UNKNOWN 1 1 EZ0697 NGVD 29 (??/??/92) 133.574 (m) 438.23 (f) ADJ UNCH 1 1 EZ0697 EZ0697.Superseded values are not recommended for survey control. EZ0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0697.See file dsdata.txt to determine how the superseded data were derived. EZ0697 EZ0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0934262524(NAD 83) EZ0697_MARKER: DR = REFERENCE MARK DISK EZ0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0697_SP_SET: CONCRETE POST EZ0697_STAMPING: STATE COLLEGE NO 6 1933 EZ0697_MARK LOGO: CGS EZ0697_PROJECTION: PROJECTING 13 CENTIMETERS EZ0697_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0697+STABILITY: SURFACE MOTION EZ0697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ0697+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1988 EZ0697 EZ0697 HISTORY - Date Condition Report By EZ0697 HISTORY - 1967 MONUMENTED CGS EZ0697 HISTORY - 1967 GOOD CGS EZ0697 HISTORY - 1980 GOOD NCGS EZ0697 HISTORY - 1985 GOOD USPSQD EZ0697 HISTORY - 1986 GOOD USPSQD EZ0697 HISTORY - 1988 GOOD USPSQD EZ0697 HISTORY - 19881101 GOOD NCGS EZ0697 HISTORY - 19910403 GOOD USPSQD EZ0697 HISTORY - 19960221 GOOD NCGS EZ0697 EZ0697 STATION DESCRIPTION EZ0697 EZ0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 EZ0697'2.7 MI W FROM RALEIGH. EZ0697'ABOUT 2.0 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY EZ0697'RAILROAD FROM THE STATION AT RALEIGH, THENCE 0.35 MILE SOUTH EZ0697'ALONG DAN ALLEN DRIVE, THENCE 0.3 MILE WEST ALONG WESTERN EZ0697'BOULEVARD WHICH IS U.S. HIGHWAY 64, IN THE CENTER OF A TRAFFIC EZ0697'ISLAND WHICH SEPARATES WESTERN BOULEVARD AND A SERVICE ROAD, EZ0697'41 FEET NORTHEAST OF THE CENTERLINE OF THE NORTHEAST TRAFFIC EZ0697'LANE OF THE BOULEVARD, 9 FEET SOUTHWEST OF THE SOUTHWEST CONCRETE EZ0697'CURB OF THE SERVICE ROAD, 78 1/2 FEET SOUTHEAST OF AN OAK TREE, EZ0697'49.83 FEET NORTHWEST OF TRIANGULATION STATION STATE COLLEGE, EZ0697'69.46 FEET WEST OF STATE COLLEGE R.M. 4, AND SET IN THE TOP OF A EZ0697'CONCRETE POST WHICH PROJECTS 5 INCHES. EZ0697 EZ0697 STATION RECOVERY (1980) EZ0697 EZ0697'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ0697'THE MARK IS 1.5 FT ABOVE ROAD. EZ0697'0.95 MILE EAST ALONG WESTERN BOULEVARD FROM U.S. 1 AND U.S. 64 EZ0697'BYPASS, 0.3 MILE WEST OF DAN ALLEN DRIVE CROSSROAD AND ON NORTH EZ0697'SIDE OF BOULEVARD IN CENTER OF A GRASSY MEDIAN BETWEEN WESTERN EZ0697'BOULEVARD AND A SERVICE ROAD, 41.0 FEET NORTHEAST OF CENTERLINE EZ0697'OF WESTBOUND LANES OF BOULEVARD, 9.0 FEET SOUTHWEST OF SOUTHWEST EZ0697'CURB OF SERVICE ROAD, 78.5 FEET SOUTHEAST OF 30 INCH OAK WITH EZ0697'REFERENCE TAG, 49.8 FEET NORTHWEST OF TRIANGULATION STATION STATE EZ0697'COLLEGE AND 69.4 FEET WEST OF RM 4. EZ0697 EZ0697 STATION RECOVERY (1985) EZ0697 EZ0697'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) EZ0697'RECOVERED IN GOOD CONDITION. EZ0697 EZ0697 STATION RECOVERY (1986) EZ0697 EZ0697'RECOVERY NOTE BY US POWER SQUADRON 1986 (TC) EZ0697'RECOVERED IN GOOD CONDITION. EZ0697 EZ0697 STATION RECOVERY (1988) EZ0697 EZ0697'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EZ0697'RECOVERED IN GOOD CONDITION. EZ0697 EZ0697 STATION RECOVERY (1988) EZ0697 EZ0697'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ0697'LOCATED IN SOUTHWEST RALEIGH. EZ0697'ALONG WESTERN BOULEVARD FOR 1.45 KM (0.90 MI) SOUTHEAST FROM THE EZ0697'BELTLINE--US 1--, OR 0.25 KM (0.16 MI) SOUTHEAST OF GORMAN STREET IN EZ0697'GRASS MEDIAN BETWEEN SERVICE ROAD AND WESTERN BOULEVARD. EZ0697'REFERENCE MARK NO 6 STAMPED---STATE COLLEGE NO 6 1933---SET INTO THE EZ0697'TOP OF A ROUND CONCRETE MONUMENT. LOCATED 12.2 M (40.0 FT) EZ0697'NORTH-NORTHEAST OF CENTERLINE OF WESTERN BOULEVARD NORTHBOUND, 6.8 M EZ0697'(22.3 FT) SOUTH-SOUTHWEST OF CENTERLINE OF ACCESS ROAD, AND 15.5 M EZ0697'(50.9 FT) SOUTHEAST OF STATION, AND IS LEVEL WITH STATION. EZ0697 EZ0697 STATION RECOVERY (1991) EZ0697 EZ0697'RECOVERY NOTE BY US POWER SQUADRON 1991 (GS) EZ0697'RECOVERED IN GOOD CONDITION. EZ0697 EZ0697 STATION RECOVERY (1996) EZ0697 EZ0697'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG) EZ0697'RECOVERED IN GOOD CONDITION. NOTE--ADD 21.3 FT (6.5 M) SOUTH-SOUTHWEST EZ0697'OF THE CENTERLINE OF THE ACCESS ROAD, 49.8 FT (15.2 M) SOUTHEAST OF EZ0697'CGS STATION--STATE COLLEGE--, 60.0 FT (18.3 M) EAST-SOUTHEAST OF A EZ0697'SOUTHERN BELL MANHOLE COVER, AND 140.5 FT (42.8 M) SOUTHEAST OF A EZ0697'38-INCH OAK WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY2893 *********************************************************************** FY2893 DESIGNATION - STEER FY2893 PID - FY2893 FY2893 STATE/COUNTY- NC/WAKE FY2893 USGS QUAD - CREEDMOOR (1990) FY2893 FY2893 *CURRENT SURVEY CONTROL FY2893 ___________________________________________________________________ FY2893* NAD 83(1986)- 36 01 46.51757(N) 078 41 55.00513(W) ADJUSTED FY2893* NAVD 88 - 109.2 (meters) 358. (feet) VERTCON FY2893 ___________________________________________________________________ FY2893 LAPLACE CORR- -6.19 (seconds) DEFLEC99 FY2893 GEOID HEIGHT- -32.04 (meters) GEOID03 FY2893 FY2893 HORZ ORDER - SECOND FY2893 FY2893.The North Carolina HARNS have been completed but, FY2893.due to contractual restrictions, coordinates for these stations FY2893.will NOT be published in the near future. In the interim, the FY2893.published coordinates in North Carolina will not be FY2893.consistent with the Continuously Operating Reference Stations FY2893.(CORS). The HARN coordinates for these stations are available FY2893.upon request. Contact Gary Thompson(919-733-3836). FY2893. FY2893.In addition, the published North Carolina positions FY2893.(NAD 83 (1986)) are NOT consistent with those determined in FY2893.adjacent state readjustments. The discontinuity between stations FY2893.located in North Carolina and those in adjacent states FY2893.which have been adjusted to the HARN may be as much as 5 FY2893.decimeters. This will result in a significant loss of accuracy FY2893.over lines crossing such state borders. FY2893 FY2893 FY2893.The horizontal coordinates were established by classical geodetic methods FY2893.and adjusted by the National Geodetic Survey in July 1986. FY2893 FY2893.The NAVD 88 height was computed by applying the VERTCON shift value to FY2893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) FY2893 FY2893.The Laplace correction was computed from DEFLEC99 derived deflections. FY2893 FY2893.The geoid height was determined by GEOID03. FY2893 FY2893; North East Units Scale Factor Converg. FY2893;SPC NC - 252,924.907 636,764.268 MT 0.99996463 +0 10 26.2 FY2893;SPC NC - 829,804.47 2,089,117.44 sFT 0.99996463 +0 10 26.2 FY2893;UTM 17 - 3,989,680.542 707,358.398 MT 1.00012983 +1 21 15.0 FY2893 FY2893! - Elev Factor x Scale Factor = Combined Factor FY2893!SPC NC - 0.99998788 x 0.99996463 = 0.99995251 FY2893!UTM 17 - 0.99998788 x 1.00012983 = 1.00011771 FY2893 FY2893: Primary Azimuth Mark Grid Az FY2893:SPC NC - AIKEN 157 27 02.6 FY2893:UTM 17 - AIKEN 156 16 13.8 FY2893 FY2893|---------------------------------------------------------------------| FY2893| PID Reference Object Distance Geod. Az | FY2893| dddmmss.s | FY2893| FY2892 AIKEN 405.741 METERS 1573728.8 | FY2893| FY1965 GREEN 411.349 METERS 3551715.2 | FY2893|---------------------------------------------------------------------| FY2893 FY2893 SUPERSEDED SURVEY CONTROL FY2893 FY2893 NAD 27 - 36 01 45.98532(N) 078 41 55.98676(W) AD( ) 2 FY2893 NGVD 29 (07/19/86) 109.5 (m) 359. (f) VERT ANG FY2893 FY2893.Superseded values are not recommended for survey control. FY2893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY2893.See file dsdata.txt to determine how the superseded data were derived. FY2893 FY2893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0735889681(NAD 83) FY2893_MARKER: DE = TRAVERSE STATION DISK FY2893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY2893_SP_SET: SET IN TOP OF CONCRETE MONUMENT FY2893_STAMPING: STEER 1970 FY2893_MARK LOGO: NCGS FY2893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY2893+STABILITY: SURFACE MOTION FY2893 FY2893 HISTORY - Date Condition Report By FY2893 HISTORY - 1970 MONUMENTED NCGS FY2893 HISTORY - 1985 GOOD USPSQD FY2893 HISTORY - 1987 GOOD USPSQD FY2893 FY2893 STATION DESCRIPTION FY2893 FY2893'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) FY2893'STEER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FY2893'THE VICINITY OF NORTHWEST WAKE COUNTY. FY2893' FY2893'STEER IS LOCATED APPROXIMATELY 17.4 MILES NORTH OF RALEIGH AND FY2893'11.2 MILES WNW OF WAKE FOREST. TO REACH STATION PROCEED FROM THE FY2893'INTERSECTION OF NC 98 AND NC 50 APPROXIMATELY 14 MILES NORTH OF FY2893'RALEIGH, GO NORTH ON NC 50 FOR 1.9 MILES TO BRIDGE OVER NEUSE FY2893'RIVER, CONTINUE NORTH ON NC 50 FOR 1.1 MILES TO STATION ON LEFT, FY2893'DIRECTLY UNDER POWER LINE. STATION IS 2.2 MILES SOUTH OF FY2893'INTERSECTION OF NC 50 AND SR 1900 AND 0.15 MILES NORTH OF LANE FY2893'LEADING TO HOME OF MR. AIKENS. FY2893' FY2893'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED STEER FY2893'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FY2893'FLUSH WITH THE SURFACE OF THE GROUND. FY2893' FY2893'MARK IS FY2893'69.1 FEET W OF C/L OF NC 50. FY2893'55.4 FEET NE OF C/L OF FOREST LANE. FY2893'128.3 FEET S OF ALUMINUM REF. TAG ON PP NO. 834. FY2893'68.7 FEET SSW OF ALUMINUM REF. TAG ON 12 INCH PINE TREE. FY2893'26.1 FEET NW OF ALUMINUM REF. TAG ON 6 INCH PINE TREE. FY2893'97.9 FEET N OF ALUMINUM REF. TAG ON PP NO. 835. FY2893'22.5 FEET ESE OF ALUMINUM REF. TAG ON 8 INCH PINE TREE. FY2893 FY2893 STATION RECOVERY (1985) FY2893 FY2893'RECOVERY NOTE BY US POWER SQUADRON 1985 (JTS) FY2893'RECOVERED IN GOOD CONDITION. FY2893 FY2893 STATION RECOVERY (1987) FY2893 FY2893'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) FY2893'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2511 *********************************************************************** EZ2511 DESIGNATION - STELL EZ2511 PID - EZ2511 EZ2511 STATE/COUNTY- NC/WAKE EZ2511 USGS QUAD - WAKE FOREST (1987) EZ2511 EZ2511 *CURRENT SURVEY CONTROL EZ2511 ___________________________________________________________________ EZ2511* NAD 83(1986)- 35 52 33.93344(N) 078 32 26.39126(W) ADJUSTED EZ2511* NAVD 88 - 74.488 (meters) 244.38 (feet) ADJUSTED EZ2511 ___________________________________________________________________ EZ2511 LAPLACE CORR- -7.65 (seconds) DEFLEC99 EZ2511 GEOID HEIGHT- -33.11 (meters) GEOID03 EZ2511 DYNAMIC HT - 74.424 (meters) 244.17 (feet) COMP EZ2511 MODELED GRAV- 979,770.7 (mgal) NAVD 88 EZ2511 EZ2511 HORZ ORDER - SECOND EZ2511 VERT ORDER - SECOND CLASS II EZ2511 EZ2511.The North Carolina HARNS have been completed but, EZ2511.due to contractual restrictions, coordinates for these stations EZ2511.will NOT be published in the near future. In the interim, the EZ2511.published coordinates in North Carolina will not be EZ2511.consistent with the Continuously Operating Reference Stations EZ2511.(CORS). The HARN coordinates for these stations are available EZ2511.upon request. Contact Gary Thompson(919-733-3836). EZ2511. EZ2511.In addition, the published North Carolina positions EZ2511.(NAD 83 (1986)) are NOT consistent with those determined in EZ2511.adjacent state readjustments. The discontinuity between stations EZ2511.located in North Carolina and those in adjacent states EZ2511.which have been adjusted to the HARN may be as much as 5 EZ2511.decimeters. This will result in a significant loss of accuracy EZ2511.over lines crossing such state borders. EZ2511 EZ2511 EZ2511.The horizontal coordinates were established by classical geodetic methods EZ2511.and adjusted by the National Geodetic Survey in July 1986. EZ2511 EZ2511.The orthometric height was determined by differential leveling EZ2511.and adjusted by the National Geodetic Survey in June 1991. EZ2511 EZ2511.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2511 EZ2511.The geoid height was determined by GEOID03. EZ2511 EZ2511.The dynamic height is computed by dividing the NAVD 88 EZ2511.geopotential number by the normal gravity value computed on the EZ2511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2511.degrees latitude (g = 980.6199 gals.). EZ2511 EZ2511.The modeled gravity was interpolated from observed gravity values. EZ2511 EZ2511; North East Units Scale Factor Converg. EZ2511;SPC NC - 235,948.941 651,078.341 MT 0.99993185 +0 15 54.4 EZ2511;SPC NC - 774,109.15 2,136,079.52 sFT 0.99993185 +0 15 54.4 EZ2511;UTM 17 - 3,972,998.897 722,021.834 MT 1.00020745 +1 26 30.6 EZ2511 EZ2511! - Elev Factor x Scale Factor = Combined Factor EZ2511!SPC NC - 0.99999351 x 0.99993185 = 0.99992536 EZ2511!UTM 17 - 0.99999351 x 1.00020745 = 1.00020095 EZ2511 EZ2511: Primary Azimuth Mark Grid Az EZ2511:SPC NC - CURVE 058 13 06.2 EZ2511:UTM 17 - CURVE 057 02 30.0 EZ2511 EZ2511|---------------------------------------------------------------------| EZ2511| PID Reference Object Distance Geod. Az | EZ2511| dddmmss.s | EZ2511| EZ5020 WK 10 24.022 METERS 00344 | EZ2511| EZ2510 CURVE APPROX. 0.8 KM 0582900.6 | EZ2511| EZ2513 ESTHER 269.145 METERS 21205 | EZ2511|---------------------------------------------------------------------| EZ2511 EZ2511 SUPERSEDED SURVEY CONTROL EZ2511 EZ2511 NAD 27 - 35 52 33.39388(N) 078 32 27.38176(W) AD( ) 2 EZ2511 NGVD 29 (??/??/92) 74.766 (m) 245.29 (f) ADJ UNCH 2 2 EZ2511 EZ2511.Superseded values are not recommended for survey control. EZ2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2511.See file dsdata.txt to determine how the superseded data were derived. EZ2511 EZ2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2202272999(NAD 83) EZ2511_MARKER: DE = TRAVERSE STATION DISK EZ2511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2511_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2511_STAMPING: STELL 1976 EZ2511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2511+STABILITY: SURFACE MOTION EZ2511 EZ2511 HISTORY - Date Condition Report By EZ2511 HISTORY - 1976 MONUMENTED NCGS EZ2511 HISTORY - 1976 GOOD NCGS EZ2511 HISTORY - 1987 GOOD USPSQD EZ2511 HISTORY - 20050417 MARK NOT FOUND USPSQD EZ2511 EZ2511 STATION DESCRIPTION EZ2511 EZ2511'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2511'STELL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ2511'THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ2511' EZ2511'STELL IS LOCATED APPROXIMATELY 5.7 MILES SOUTHWEST OF ROLESVILLE EZ2511'AND 8.6 MILES NORTHEAST OF RALEIGH. TO REACH STATION FROM THE EZ2511'U.S. 401 UNDERPASS OF U.S. 1 NORTHBOUND LANE IN NORTHEAST SECTION EZ2511'OF RALEIGH, PROCEED NORTHEAST ALONG U.S. 401 FOR 3.4 MILES TO T EZ2511'INTERSECTION WITH SR 2006 (NW) AND STATION ON LEFT IN WESTERNMOST EZ2511'QUADRANT, AT A LARGE PINE, APPROXIMATELY 125 FEET SOUTHWEST OF EZ2511'AND ACROSS SR 2006 FROM STELLS GROCERY AND 0.9 MILE SOUTHWEST OF EZ2511'BRIDGE OVER NEUSE RIVER. EZ2511' EZ2511'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2511'STELL 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2511'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ2511' EZ2511'MARK IS 66.0 FT NW OF C/L OF U.S. 401 EZ2511' EZ2511'36.7 FT SW OF C/L OF SR 2006 EZ2511' EZ2511'80.1 FT WNW OF C/L T INTERSECTION EZ2511' EZ2511'79.0 FT SSW OF BM WK-10 (IN NORTHERNMOST QUADRANT) EZ2511' EZ2511'5.3 FT ENE OF 14 INCH PINE WITH ALUMINUM REF. TAG EZ2511' EZ2511'35.6 FT SE OF 14 INCH PINE WITH ALUMINUM REF. TAG EZ2511 EZ2511 STATION RECOVERY (1976) EZ2511 EZ2511'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2511'5.7 MI SW FROM ROLESVILLE. EZ2511'TO REACH STATION FROM THE US 401 UNDERPASS OF US 1 NORTHBOUND LANE IN EZ2511'NORTHEAST SECTION OF RALEIGH, PROCEED NORTHEAST ALONG US 401 FOR 3.4 EZ2511'MILES TO T INTERSECTION WITH SR 2006 (NW) AND STATION ON LEFT IN EZ2511'WESTERNMOST QUADRANT, AT A LARGE PINE, APPROXIMATELY 125 FEET EZ2511'SOUTHWEST OF AND ACROSS SR 2006 FROM STELLS GROCERY, AND 0.9 MILE EZ2511'SOUTHWEST OF BRIDGE OVER THE NEUSE RIVER. 66.0 FT. NW OF C/L OF US EZ2511'401, 36.7 FT. SW OF C/L OF SR 2006, 80.1 FT. WNW OF C/L OF T EZ2511'INTERSECTION, 79.0 FT. SSW OF BM WK-10 (IN NORTHERNMOST QUADRANT), 5.3 EZ2511'FT. ENE OF 14 INCH PINE WITH ALUMINUM REF. TAG, AND 35.6 FT. SE OF 14 EZ2511'INCH PINE WITH ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER, 2 EZ2511'INCHES BELOW THE SURFACE OF THE GROUND. EZ2511 EZ2511 STATION RECOVERY (1987) EZ2511 EZ2511'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ2511'RECOVERED IN GOOD CONDITION. EZ2511 EZ2511 STATION RECOVERY (2005) EZ2511 EZ2511'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ2511'MARK NOT FOUND 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5325 *********************************************************************** EZ5325 DESIGNATION - STELLA EZ5325 PID - EZ5325 EZ5325 STATE/COUNTY- NC/WAKE EZ5325 USGS QUAD - APEX (1993) EZ5325 EZ5325 *CURRENT SURVEY CONTROL EZ5325 ___________________________________________________________________ EZ5325* NAD 83(1986)- 35 44 46.22474(N) 078 49 48.12088(W) ADJUSTED EZ5325* NAVD 88 - 133.5 (meters) 438. (feet) VERTCON EZ5325 ___________________________________________________________________ EZ5325 LAPLACE CORR- -5.27 (seconds) DEFLEC99 EZ5325 GEOID HEIGHT- -32.23 (meters) GEOID03 EZ5325 EZ5325 HORZ ORDER - SECOND EZ5325 EZ5325.The North Carolina HARNS have been completed but, EZ5325.due to contractual restrictions, coordinates for these stations EZ5325.will NOT be published in the near future. In the interim, the EZ5325.published coordinates in North Carolina will not be EZ5325.consistent with the Continuously Operating Reference Stations EZ5325.(CORS). The HARN coordinates for these stations are available EZ5325.upon request. Contact Gary Thompson(919-733-3836). EZ5325. EZ5325.In addition, the published North Carolina positions EZ5325.(NAD 83 (1986)) are NOT consistent with those determined in EZ5325.adjacent state readjustments. The discontinuity between stations EZ5325.located in North Carolina and those in adjacent states EZ5325.which have been adjusted to the HARN may be as much as 5 EZ5325.decimeters. This will result in a significant loss of accuracy EZ5325.over lines crossing such state borders. EZ5325 EZ5325 EZ5325.The horizontal coordinates were established by classical geodetic methods EZ5325.and adjusted by the National Geodetic Survey in July 1986. EZ5325 EZ5325.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5325 EZ5325.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5325 EZ5325.The geoid height was determined by GEOID03. EZ5325 EZ5325; North East Units Scale Factor Converg. EZ5325;SPC NC - 221,452.052 624,973.582 MT 0.99990973 +0 05 53.2 EZ5325;SPC NC - 726,547.27 2,050,434.16 sFT 0.99990973 +0 05 53.2 EZ5325;UTM 17 - 3,957,967.232 696,213.730 MT 1.00007444 +1 16 05.1 EZ5325 EZ5325! - Elev Factor x Scale Factor = Combined Factor EZ5325!SPC NC - 0.99998410 x 0.99990973 = 0.99989383 EZ5325!UTM 17 - 0.99998410 x 1.00007444 = 1.00005854 EZ5325 EZ5325: Primary Azimuth Mark Grid Az EZ5325:SPC NC - SEA 288 25 17.0 EZ5325:UTM 17 - SEA 287 15 05.1 EZ5325 EZ5325|---------------------------------------------------------------------| EZ5325| PID Reference Object Distance Geod. Az | EZ5325| dddmmss.s | EZ5325| EZ1149 ESTATE 312.556 METERS 11816 | EZ5325| EZ1148 SEA APPROX. 1.0 KM 2883110.2 | EZ5325|---------------------------------------------------------------------| EZ5325 EZ5325 SUPERSEDED SURVEY CONTROL EZ5325 EZ5325 NAD 27 - 35 44 45.68085(N) 078 49 49.09712(W) AD( ) 2 EZ5325 NGVD 29 (07/19/86) 133.8 (m) 439. (f) VERT ANG EZ5325 EZ5325.Superseded values are not recommended for survey control. EZ5325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5325.See file dsdata.txt to determine how the superseded data were derived. EZ5325 EZ5325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9621457967(NAD 83) EZ5325_MARKER: DE = TRAVERSE STATION DISK EZ5325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5325_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5325_STAMPING: STELLA 1967 EZ5325_MARK LOGO: NCGS EZ5325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5325+STABILITY: SURFACE MOTION EZ5325 EZ5325 HISTORY - Date Condition Report By EZ5325 HISTORY - 1967 MONUMENTED NCGS EZ5325 HISTORY - 1987 GOOD USPSQD EZ5325 HISTORY - 19910404 GOOD USPSQD EZ5325 EZ5325 STATION DESCRIPTION EZ5325 EZ5325'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ5325'STELLA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5325'IN THE VICINITY OF APEX, NORTH CAROLINA. EZ5325' EZ5325'STELLA IS LOCATED APPROXIMATELY 1.7 MILES NORTHEAST OF THE EZ5325'CENTER OF APEX. TO REACH STATION PROCEED FROM THE INTERSECTION EZ5325'OF U.S. 64 WITH U.S. 1, GO WEST ON U.S. 64 FOR 2.15 MILES TO EZ5325'STATION. WHICH IS ON THE NORTH BANK OF U.S. 64, AT SOUTH EDGE EZ5325'OF WOODS LINE, ACROSS U.S. 64 FROM EAST SIDE OF ENTRANCE TO EZ5325'KNOLLWOOD ESTATES SUB-DIVISION. EZ5325' EZ5325'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5325'STELLA 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ5325'OF WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ5325' EZ5325'MARK IS EZ5325' EZ5325'53.0 FT N OF C/L OF U.S. 64 EZ5325' EZ5325'24.7 FT SE OF 12 INCH PINE WITH ALUMINUM REF. TAG AT S EDGE OF EZ5325'WOODS EZ5325' EZ5325'10.9 FT SSW OF 4 INCH TWIN CEDAR WITH ALUMINUM REF. TAG AT EZ5325'S EDGE OF WOODS EZ5325' EZ5325'83.4 FT WNW OF 8 INCH PINE WITH ALUMINUM REF. TAG AT S EDGE OF EZ5325'WOODS EZ5325' EZ5325'26.0 FT NE OF E END OF CULVERT N SIDE OF U.S. 64 EZ5325 EZ5325 STATION RECOVERY (1987) EZ5325 EZ5325'RECOVERY NOTE BY US POWER SQUADRON 1987 (LJG) EZ5325'RECOVERED IN GOOD CONDITION. EZ5325 EZ5325 STATION RECOVERY (1991) EZ5325 EZ5325'RECOVERY NOTE BY US POWER SQUADRON 1991 (GS) EZ5325'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1024 *********************************************************************** EZ1024 DESIGNATION - STEP EZ1024 PID - EZ1024 EZ1024 STATE/COUNTY- NC/WAKE EZ1024 USGS QUAD - LAKE WHEELER (1993) EZ1024 EZ1024 *CURRENT SURVEY CONTROL EZ1024 ___________________________________________________________________ EZ1024* NAD 83(1986)- 35 38 26.35194(N) 078 42 42.68473(W) ADJUSTED EZ1024* NAVD 88 - 100.676 (meters) 330.30 (feet) ADJUSTED EZ1024 ___________________________________________________________________ EZ1024 LAPLACE CORR- -5.38 (seconds) DEFLEC99 EZ1024 GEOID HEIGHT- -32.87 (meters) GEOID03 EZ1024 DYNAMIC HT - 100.588 (meters) 330.01 (feet) COMP EZ1024 MODELED GRAV- 979,757.3 (mgal) NAVD 88 EZ1024 EZ1024 HORZ ORDER - SECOND EZ1024 VERT ORDER - SECOND CLASS 0 EZ1024 EZ1024.The North Carolina HARNS have been completed but, EZ1024.due to contractual restrictions, coordinates for these stations EZ1024.will NOT be published in the near future. In the interim, the EZ1024.published coordinates in North Carolina will not be EZ1024.consistent with the Continuously Operating Reference Stations EZ1024.(CORS). The HARN coordinates for these stations are available EZ1024.upon request. Contact Gary Thompson(919-733-3836). EZ1024. EZ1024.In addition, the published North Carolina positions EZ1024.(NAD 83 (1986)) are NOT consistent with those determined in EZ1024.adjacent state readjustments. The discontinuity between stations EZ1024.located in North Carolina and those in adjacent states EZ1024.which have been adjusted to the HARN may be as much as 5 EZ1024.decimeters. This will result in a significant loss of accuracy EZ1024.over lines crossing such state borders. EZ1024 EZ1024 EZ1024.The horizontal coordinates were established by classical geodetic methods EZ1024.and adjusted by the National Geodetic Survey in July 1986. EZ1024 EZ1024.The orthometric height was determined by differential leveling EZ1024.and adjusted by the National Geodetic Survey in June 1991. EZ1024 EZ1024.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1024 EZ1024.The geoid height was determined by GEOID03. EZ1024 EZ1024.The dynamic height is computed by dividing the NAVD 88 EZ1024.geopotential number by the normal gravity value computed on the EZ1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1024.degrees latitude (g = 980.6199 gals.). EZ1024 EZ1024.The modeled gravity was interpolated from observed gravity values. EZ1024 EZ1024; North East Units Scale Factor Converg. EZ1024;SPC NC - 209,770.087 635,695.856 MT 0.99989556 +0 09 58.7 EZ1024;SPC NC - 688,220.69 2,085,612.15 sFT 0.99989556 +0 09 58.7 EZ1024;UTM 17 - 3,946,504.121 707,174.235 MT 1.00012894 +1 20 01.6 EZ1024 EZ1024! - Elev Factor x Scale Factor = Combined Factor EZ1024!SPC NC - 0.99998936 x 0.99989556 = 0.99988492 EZ1024!UTM 17 - 0.99998936 x 1.00012894 = 1.00011830 EZ1024 EZ1024: Primary Azimuth Mark Grid Az EZ1024:SPC NC - HOLDING 021 10 55.1 EZ1024:UTM 17 - HOLDING 020 00 52.2 EZ1024 EZ1024|---------------------------------------------------------------------| EZ1024| PID Reference Object Distance Geod. Az | EZ1024| dddmmss.s | EZ1024| EZ1023 HOLDING APPROX. 1.3 KM 0212053.8 | EZ1024| EZ1025 STEPHENS 294.661 METERS 21323 | EZ1024|---------------------------------------------------------------------| EZ1024 EZ1024 SUPERSEDED SURVEY CONTROL EZ1024 EZ1024 NAD 27 - 35 38 25.79548(N) 078 42 43.65635(W) AD( ) 2 EZ1024 NGVD 29 (??/??/92) 100.944 (m) 331.18 (f) ADJ UNCH 2 0 EZ1024 EZ1024.Superseded values are not recommended for survey control. EZ1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1024.See file dsdata.txt to determine how the superseded data were derived. EZ1024 EZ1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0717446504(NAD 83) EZ1024_MARKER: DE = TRAVERSE STATION DISK EZ1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1024_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1024_STAMPING: STEP 1967 EZ1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1024+STABILITY: SURFACE MOTION EZ1024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ1024+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2005 EZ1024 EZ1024 HISTORY - Date Condition Report By EZ1024 HISTORY - 1967 MONUMENTED NCGS EZ1024 HISTORY - 1973 GOOD NCGS EZ1024 HISTORY - 1973 GOOD NCGS EZ1024 HISTORY - 20050131 GOOD GEOCAC EZ1024 EZ1024 STATION DESCRIPTION EZ1024 EZ1024'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1024'STEP IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ1024'THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ1024' EZ1024'STEP IS LOCATED APPROXIMATELY 10.4 MILES SSW OF RALEIGH. ON EZ1024'THE EAST BANK OF NORTH BOUND LANE OF U.S. 401 AT INTERSECTION EZ1024'OF SR 1392 AND U.S. 401, AND 1.9 MILES SOUTH OF INTERSECTION EZ1024'OF SR 1010 AND U.S. 401, IN THE SOUTHEAST CORNER OF YARD OF A EZ1024'BRICK HOUSE, ON APPROXIMATE TANGENT OF NORTH SIDE OF SR EZ1024'1392. NORTH OF DRIVEWAY TO BRICK HOUSE, AND APPROXIMATELY 250 EZ1024'FT NORTHEAST OF R. T. STEPHENS GROCERY STORE. EZ1024' EZ1024'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1024'STEP 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1024'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ1024' EZ1024'MARK IS EZ1024' EZ1024'51.5 FT ESE OF C/L OF U.S. 401 N BOUND LANE EZ1024' EZ1024'47.8 FT NE OF 4X4 ONE WAY TRAFFIC SIGN POST WITH ALUMINUM REF. TAG EZ1024' EZ1024'31.4 FT NE OF S END OF CULVERT UNDER DRIVEWAY EZ1024' EZ1024'101.5 FT WNW OF SERVICE POLE BETWEEN BRICK HOUSE, WITH EZ1024'ALUMINUM REF. TAG EZ1024' EZ1024'4.8 FT S OF PP WITH TRANSFORMER AND ALUMINUM REF. TAG EZ1024' EZ1024'16.3 FT WNW OF END OF ANCHOR CABLE EZ1024 EZ1024 STATION RECOVERY (1973) EZ1024 EZ1024'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1024'6.3 MI NE FROM FUQUAY VARINA. EZ1024'STEP IS LOCATED APPROXIMATELY 10.4 MILES SSW OF CAPITOL SQUARE IN EZ1024'RALEIGH. TO REACH STATION FROM INTERSECTION OF U.S. 401, NC 55 EZ1024'AND NC 42 APPROXIMATELY 2.5 MILES ENE OF FUQUAY VARINA, PROCEED EZ1024'NE ALONG U.S. 401 FOR 4.1 MILES TO INTERSECTION WITH SR 1392 EZ1024'AND STATION ON RIGHT ON TOP OF BANK, 1.8 MILES SOUTH OF MC CULLERS EZ1024'CROSSROADS, 51.5 FT ESE OF C/L OF U.S. 401 NORTH BOUND LANE, 16.3 EZ1024'FT NE OF C/L OF DRIVEWAY, 31.4 FT NE OF S END OF CULVERT UNDER EZ1024'DRIVEWAY, 4.8 FT S OF PP W/TRANSFORMER AND ALUMINUM REF. TAG, EZ1024'16.3 FT WNW OF END OF ANCHOR CABLE, AND 101.5 FT WNW OF SERVICE EZ1024'POLE BETWEEN BRICK HOUSES WITH ALUMINUM REF. TAG. DISK IS SET IN EZ1024'CONCRETE CYLINDER 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ1024 EZ1024 STATION RECOVERY (1973) EZ1024 EZ1024'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1024'LOCATED APPROXIMATELY 10.4 MILES SSW OF CAPTIOL SQUARE IN RALEIGH. TO EZ1024'REACH STATION FROM INTERSECTION OF US 401, NC 55 AND NC 42 EZ1024'APPROXIMATELY 2.5 MILES ENE OF FUQUAY VARINA, PROCEED NE ALONG US 401 EZ1024'FOR 4.1 MILES TO INTERSECTION WITH SR 1392 AND STATION ON RIGHT ON TOP EZ1024'OF BANK, 1.8 MILES SOUTH OF MCCULLERS CROSSROADS. 51.5 FT. ESE OF C/L EZ1024'OF US 401 NORTH BOUND LANE, 16.3 FT. NE OF C/L OF DRIVEWAY, 31.4 FT. EZ1024'NE OF S END OF CULVERT UNDER DRIVEWAY, 4.8 FT. S OF PP W/TRANSFORMER EZ1024'AND ALUMINUM REF. TAG, 16.3 FT. WNW OF END OF ANCHOR CABLE, AND 101.5 EZ1024'FT. WNW OF SERVICE POLE BETWEEN BRICK HOUSES WITH ALUMINUM REF. TAG. EZ1024'DISK IS SET IN CONCRETE CYLINDER 2 INCHES BELOW THE SURFACE OF THE EZ1024'GROUND. EZ1024 EZ1024 STATION RECOVERY (2005) EZ1024 EZ1024'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ1024'NEW PP. NO REF TAG. MARK IS 3 FT BEARING 295 MAGNETIC FROM PP WITH EZ1024'TRANSFORMER. SERVICE POLE REFERENCE OKAY. DELETE REFERENCE TO GROCERY EZ1024'STORE. IN SW CORNER OF YARD OF BRICK RESIDENCE AT 9701 FAYETTEVILLE EZ1024'RD. RECESSED 5 CM. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1025 *********************************************************************** EZ1025 DESIGNATION - STEPHENS EZ1025 PID - EZ1025 EZ1025 STATE/COUNTY- NC/WAKE EZ1025 USGS QUAD - LAKE WHEELER (1993) EZ1025 EZ1025 *CURRENT SURVEY CONTROL EZ1025 ___________________________________________________________________ EZ1025* NAD 83(1986)- 35 38 18.36852(N) 078 42 49.12878(W) ADJUSTED EZ1025* NAVD 88 - 96.042 (meters) 315.10 (feet) ADJUSTED EZ1025 ___________________________________________________________________ EZ1025 LAPLACE CORR- -5.33 (seconds) DEFLEC99 EZ1025 GEOID HEIGHT- -32.87 (meters) GEOID03 EZ1025 DYNAMIC HT - 95.958 (meters) 314.82 (feet) COMP EZ1025 MODELED GRAV- 979,757.3 (mgal) NAVD 88 EZ1025 EZ1025 HORZ ORDER - SECOND EZ1025 VERT ORDER - SECOND CLASS 0 EZ1025 EZ1025.The North Carolina HARNS have been completed but, EZ1025.due to contractual restrictions, coordinates for these stations EZ1025.will NOT be published in the near future. In the interim, the EZ1025.published coordinates in North Carolina will not be EZ1025.consistent with the Continuously Operating Reference Stations EZ1025.(CORS). The HARN coordinates for these stations are available EZ1025.upon request. Contact Gary Thompson(919-733-3836). EZ1025. EZ1025.In addition, the published North Carolina positions EZ1025.(NAD 83 (1986)) are NOT consistent with those determined in EZ1025.adjacent state readjustments. The discontinuity between stations EZ1025.located in North Carolina and those in adjacent states EZ1025.which have been adjusted to the HARN may be as much as 5 EZ1025.decimeters. This will result in a significant loss of accuracy EZ1025.over lines crossing such state borders. EZ1025 EZ1025 EZ1025.The horizontal coordinates were established by classical geodetic methods EZ1025.and adjusted by the National Geodetic Survey in July 1986. EZ1025 EZ1025.The orthometric height was determined by differential leveling EZ1025.and adjusted by the National Geodetic Survey in June 1991. EZ1025 EZ1025.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1025 EZ1025.The geoid height was determined by GEOID03. EZ1025 EZ1025.The dynamic height is computed by dividing the NAVD 88 EZ1025.geopotential number by the normal gravity value computed on the EZ1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1025.degrees latitude (g = 980.6199 gals.). EZ1025 EZ1025.The modeled gravity was interpolated from observed gravity values. EZ1025 EZ1025; North East Units Scale Factor Converg. EZ1025;SPC NC - 209,523.595 635,534.460 MT 0.99989530 +0 09 55.0 EZ1025;SPC NC - 687,411.99 2,085,082.64 sFT 0.99989530 +0 09 55.0 EZ1025;UTM 17 - 3,946,254.333 707,017.858 MT 1.00012814 +1 19 57.6 EZ1025 EZ1025! - Elev Factor x Scale Factor = Combined Factor EZ1025!SPC NC - 0.99999009 x 0.99989530 = 0.99988539 EZ1025!UTM 17 - 0.99999009 x 1.00012814 = 1.00011822 EZ1025 EZ1025: Primary Azimuth Mark Grid Az EZ1025:SPC NC - MIDDLE 193 59 25.5 EZ1025:UTM 17 - MIDDLE 192 49 22.9 EZ1025 EZ1025|---------------------------------------------------------------------| EZ1025| PID Reference Object Distance Geod. Az | EZ1025| dddmmss.s | EZ1025| EZ1024 STEP 294.661 METERS 03323 | EZ1025| EZ1027 MIDDLE APPROX. 0.7 KM 1940920.5 | EZ1025|---------------------------------------------------------------------| EZ1025 EZ1025 SUPERSEDED SURVEY CONTROL EZ1025 EZ1025 NAD 27 - 35 38 17.81216(N) 078 42 50.10002(W) AD( ) 2 EZ1025 NGVD 29 (??/??/92) 96.310 (m) 315.98 (f) ADJ UNCH 2 0 EZ1025 EZ1025.Superseded values are not recommended for survey control. EZ1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1025.See file dsdata.txt to determine how the superseded data were derived. EZ1025 EZ1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0701846254(NAD 83) EZ1025_MARKER: DE = TRAVERSE STATION DISK EZ1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1025_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1025_STAMPING: STEPHENS 1967 EZ1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1025+STABILITY: SURFACE MOTION EZ1025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ1025+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2005 EZ1025 EZ1025 HISTORY - Date Condition Report By EZ1025 HISTORY - 1967 MONUMENTED NCGS EZ1025 HISTORY - 1973 GOOD NCGS EZ1025 HISTORY - 1973 GOOD NCGS EZ1025 HISTORY - 20050131 GOOD GEOCAC EZ1025 EZ1025 STATION DESCRIPTION EZ1025 EZ1025'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1025'STEPHENS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ1025'THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ1025' EZ1025'STEPHENS IS LOCATED APPROXIMATELY 10.7 MILES SSW OF EZ1025'RALEIGH. TO REACH STATION PROCEED FROM THE INTERSECTION OF SR EZ1025'1010 AND U.S. 401. GO SOUTH ON U.S. 401 FOR 2.1 MILES TO EZ1025'STATION, WHICH IS ALSO 0.2 MILES SOUTH OF INTERSECTION OF SR EZ1025'1392 AND U.S. 401, WEST OF SOUTH BOUND LANE, SOUTH OF FENCE EZ1025'LINE, ON NORTH SIDE OF DRIVEWAY TO S. A. STEPHENS RESIDENCE (A EZ1025'TWO STORY WHITE FRAME HOUSE). EZ1025' EZ1025'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1025'STEPHENS 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1025'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ1025' EZ1025'MARK IS EZ1025' EZ1025'62.8 FT W OF C/L U.S. 401 S BOUND LANE EZ1025' EZ1025'3.1 FT W OF PP WITH TRANSFORMER AND ALUMINUM REF. TAG EZ1025' EZ1025'7.1 FT SE OF FENCE POST, THE 2ND FROM CORNER, WITH ALUMINUM EZ1025'REFERENCE TAG EZ1025' EZ1025'5.5 FT SW OF FENCE POST, THE 1ST FROM CORNER, WITH ALUMINUM EZ1025'REFERENCE TAG EZ1025' EZ1025'15.6 FT WSW OF CORNER FENCE POST WITH ALUMINUM REF. TAG EZ1025' EZ1025'35.6 FT W OF N END OF CULVERT UNDER DRIVEWAY TO S. A. STEPHENS EZ1025'RESIDENCE EZ1025 EZ1025 STATION RECOVERY (1973) EZ1025 EZ1025'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1025'6.1 MI NE FROM FUQUAY VARINA. EZ1025'STEPHENS IS LOCATED APPROXIMATELY 10.6 MILES SSW OF CAPITOL EZ1025'SQUARE IN RALEIGH. TO REACH STATION FROM INTERSECTION OF U.S. EZ1025'401, NC 55 AND NC 42 APPROXIMATELY 2.5 MILES ENE OF FUQUAY-VARINA, EZ1025'PROCEED NE ALONG U.S. 401 FOR 3.9 MILES TO STATION ON LEFT ON EZ1025'NORTH SIDE OF DRIVEWAY TO S.A. STEPHENS RESIDENCE (2 STORY WHITE EZ1025'FRAME), 0.2 MILES SOUTH OF INTERSECTION WITH SR 1392, 2.1 MILES EZ1025'SOUTH OF MC CULLERS CROSSROADS, 62.8 FT WEST OF C/L OF U.S. 401 EZ1025'SOUTH BOUND LANE, 15.0 FT NNE OF C/L OF DRIVEWAY, 35.6 FT W OF EZ1025'NORTH END OF CULVERT UNDER STEPHENS DRIVEWAY, 3.1 FT W OF PP EZ1025'W/TRANSFORMER AND ALUMINUM REF. TAG, 15.6 FT WSW OF FENCE CORNER EZ1025'W/ALUMINUM REF. TAG, 7.1 FT SE OF FENCE POST W/ALUMINUM REF. TAG, EZ1025'AND 5.5 FT SW OF FENCE POST W/ALUMINUM REF. TAG. DISK IS SET IN EZ1025'CONCRETE CYLINDER 1 INCH BELOW THE SURFACE OF THE GROUND. EZ1025 EZ1025 STATION RECOVERY (1973) EZ1025 EZ1025'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1025'LOCATED APPROXIMATELY 10.6 MILES SSW OF CAPITOL SQUARE IN RALEIGH. TO EZ1025'REACH STATION FROM INTERSECTION OF US 401, NC 55 AND NC 42 EZ1025'APPROXIMATELY 2.5 MILES ENE OF FUQUAY-VARINA, PROCEED NE ALONG US 401 EZ1025'FOR 3.9 MILES TO STATION ON LEFT ON NORTH SIDE OF DRIVEWAY TO S.A. EZ1025'STEPHENS RESIDENCE (2 STORY WHITE FRAME), 0.2 MILES SOUTH OF EZ1025'INTERSECTION WITH SR 1392, 2.1 MILES SOUTH OF MCCULLERS CROSSROADS. EZ1025'62.8 FT. WEST OF C/L OF US 401 SOUTH BOUND LANE, 15.0 FT. NNE OF C/L EZ1025'OF DRIVEWAY, 35.6 FT. W OF NORTH END OF CULVERT UNDER STEPHENS EZ1025'DRIVEWAY, 3.1 FT. W OF PP W/TRANSFORMER AND ALUMINUM REF. TAG, 15.6 EZ1025'FT. WSW OF FENCE CORNER W/ALUMINUM REF. TAG, 7.1 FT. SE OF FENCE POST EZ1025'W/ALUMINUM REF. TAG, AND 5.5 FT. SW OF FENCE POST W/ALUMINUM REF. TAG. EZ1025'DISK IS SET IN CONCRETE CYLINDER 1 INCH BELOW THE SURFACE OF THE EZ1025'GROUND. EZ1025 EZ1025 STATION RECOVERY (2005) EZ1025 EZ1025'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ1025'RECOVERED IN NE CORNER OF YARD OF A FRAME HOUSE (NOW PAINTED BLUE) AT EZ1025'9844 FAYETTEVILLE ROAD. 3.5 FEET BEARING 389 MAGNETIC FROM PP WITH REF EZ1025'TAG AND TRANSFORMER. 2.9 FEET SOUTH OF A 10-INCH HARDWOOD TREE. 6.9 EZ1025'FEET SOUTH OF A BRICK PILLAR ATTACHED TO A FENCE. RECESSED 3 CM. EZ1025' 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1940 *********************************************************************** EZ1940 DESIGNATION - STEVEN EZ1940 PID - EZ1940 EZ1940 STATE/COUNTY- NC/WAKE EZ1940 USGS QUAD - NEW HILL (1983) EZ1940 EZ1940 *CURRENT SURVEY CONTROL EZ1940 ___________________________________________________________________ EZ1940* NAD 83(1986)- 35 41 38.19121(N) 078 52 42.80400(W) ADJUSTED EZ1940* NAVD 88 - 104.228 (meters) 341.95 (feet) ADJUSTED EZ1940 ___________________________________________________________________ EZ1940 LAPLACE CORR- -5.54 (seconds) DEFLEC99 EZ1940 GEOID HEIGHT- -32.21 (meters) GEOID03 EZ1940 DYNAMIC HT - 104.137 (meters) 341.66 (feet) COMP EZ1940 MODELED GRAV- 979,763.0 (mgal) NAVD 88 EZ1940 EZ1940 HORZ ORDER - SECOND EZ1940 VERT ORDER - FIRST CLASS II EZ1940 EZ1940.The North Carolina HARNS have been completed but, EZ1940.due to contractual restrictions, coordinates for these stations EZ1940.will NOT be published in the near future. In the interim, the EZ1940.published coordinates in North Carolina will not be EZ1940.consistent with the Continuously Operating Reference Stations EZ1940.(CORS). The HARN coordinates for these stations are available EZ1940.upon request. Contact Gary Thompson(919-733-3836). EZ1940. EZ1940.In addition, the published North Carolina positions EZ1940.(NAD 83 (1986)) are NOT consistent with those determined in EZ1940.adjacent state readjustments. The discontinuity between stations EZ1940.located in North Carolina and those in adjacent states EZ1940.which have been adjusted to the HARN may be as much as 5 EZ1940.decimeters. This will result in a significant loss of accuracy EZ1940.over lines crossing such state borders. EZ1940 EZ1940 EZ1940.The horizontal coordinates were established by classical geodetic methods EZ1940.and adjusted by the National Geodetic Survey in July 1986. EZ1940 EZ1940.The orthometric height was determined by differential leveling EZ1940.and adjusted by the National Geodetic Survey in June 1991. EZ1940 EZ1940.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1940 EZ1940.The geoid height was determined by GEOID03. EZ1940 EZ1940.The dynamic height is computed by dividing the NAVD 88 EZ1940.geopotential number by the normal gravity value computed on the EZ1940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1940.degrees latitude (g = 980.6199 gals.). EZ1940 EZ1940.The modeled gravity was interpolated from observed gravity values. EZ1940 EZ1940; North East Units Scale Factor Converg. EZ1940;SPC NC - 215,650.872 620,592.075 MT 0.99990229 +0 04 12.3 EZ1940;SPC NC - 707,514.57 2,036,059.17 sFT 0.99990229 +0 04 12.3 EZ1940;UTM 17 - 3,952,076.937 691,950.814 MT 1.00005405 +1 14 17.3 EZ1940 EZ1940! - Elev Factor x Scale Factor = Combined Factor EZ1940!SPC NC - 0.99998870 x 0.99990229 = 0.99989099 EZ1940!UTM 17 - 0.99998870 x 1.00005405 = 1.00004275 EZ1940 EZ1940: Primary Azimuth Mark Grid Az EZ1940:SPC NC - LAWRENCE 058 40 15.5 EZ1940:UTM 17 - LAWRENCE 057 30 10.5 EZ1940 EZ1940|---------------------------------------------------------------------| EZ1940| PID Reference Object Distance Geod. Az | EZ1940| dddmmss.s | EZ1940| EZ5327 LAWRENCE APPROX. 2.0 KM 0584427.8 | EZ1940|---------------------------------------------------------------------| EZ1940 EZ1940 SUPERSEDED SURVEY CONTROL EZ1940 EZ1940 NAD 27 - 35 41 37.64623(N) 078 52 43.77337(W) AD( ) 2 EZ1940 NGVD 29 (07/19/86) 104.6 (m) 343. (f) VERT ANG EZ1940 EZ1940.Superseded values are not recommended for survey control. EZ1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1940.See file dsdata.txt to determine how the superseded data were derived. EZ1940 EZ1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9195152077(NAD 83) EZ1940_MARKER: DE = TRAVERSE STATION DISK EZ1940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1940_SP_SET: CONCRETE POST EZ1940_STAMPING: STEVEN 1970 EZ1940_MARK LOGO: NCGS EZ1940_PROJECTION: RECESSED 3 CENTIMETERS EZ1940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1940+STABILITY: SURFACE MOTION EZ1940 EZ1940 HISTORY - Date Condition Report By EZ1940 HISTORY - 1970 MONUMENTED NCGS EZ1940 HISTORY - 1980 GOOD NCGS EZ1940 HISTORY - 1980 GOOD NCGS EZ1940 EZ1940 STATION DESCRIPTION EZ1940 EZ1940'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ1940'STEVEN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ1940'VICINITY OF APEX, NORTH CAROLINA. EZ1940' EZ1940'STEVEN IS LOCATED APPROXIMATELY 2.9 MILES SOUTHWEST OF APEX. TO EZ1940'REACH STATION PROCEED FROM THE INTERSECTION OF NC 55 AND US 1 (APEX EZ1940'AND FUQUAY-VARINA EXIT), GO SOUTH ON US 1 FOR 1.3 MILES TO EZ1940'BRIDGE ON SR 1153 OVER US 1, CONTINUE SOUTH ON US 1 FOR 1.25 EZ1940'MILES TO STATION ON RIGHT, ON SOUTH SIDE OF CULVERT UNDER US 1 AND AT EZ1940'BEGINNING OF WOODS ON RIGHT, AND 1.45 MILES NORTH OF SR 1149. EZ1940' EZ1940'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ1940'STEVEN 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ1940'IS FLUSH WITH THE SURFACE OF THE GROUND. EZ1940' EZ1940'MARK IS-- EZ1940'29.2 FEET NW OF C/L OF US 1. EZ1940'7.4 FEET E OF NW END OF CULVERT UNDER US 1. EZ1940'61.8 FEET ENE OF NO. 8 PRESSED IN EDGE OF N BOUND LANE. EZ1940'66.5 FEET N OF NO. 7 PRESSED IN EDGE OF N BOUND LANE. EZ1940'49.4 FEET S OF ALUMINUM REF. TAG ON 14 INCH POPLAR. EZ1940'113.0 FEET S OF ALUMINUM REF. TAG ON BRACED FENCE POST. EZ1940 EZ1940 STATION RECOVERY (1980) EZ1940 EZ1940'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EZ1940'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS EZ1940'4.7 FEET SOUTHEAST OF THE NORTHEAST END OF HEADWALL. EZ1940 EZ1940 STATION RECOVERY (1980) EZ1940 EZ1940'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ1940'3.0 MI SW FROM APEX. EZ1940'2.65 MILES SOUTHWEST ALONG U.S. 1 FROM UNDERPASS OF N.C. 55 EZ1940'SOUTHEAST OF APEX, IN NORTHWEST SHOULDER OF HIGHWAY AT A CULVERT EZ1940'WITH 6 FOOT HEADWALL, APPROXIMATELY 0.15 MILE WEST OF WEST END OF EZ1940'HIGHWAY GUARD RAIL AND 1.45 MILES NORTHEAST OF NEXT OVERPASS - EZ1940'SR 1149, 29.2 FEET NORTHWEST OF CENTERLINE OF HIGHWAY, 7.4 FEET EZ1940'EAST OF CENTER OF NORTHWEST END OF CULVERT, 4.7 FEET SOUTHEAST EZ1940'OF NORTHEAST END OF HEADWALL, 61.8 FEET EAST-NORTHEAST OF NUMBER EZ1940'8 PRESSED IN EDGE OF NORTHBOUND LANE, 66.5 FEET NORTH OF NUMBER EZ1940'7 PRESSED IN EDGE OF NORTHBOUND LANE, 49.4 FEET SOUTH OF 14 INCH EZ1940'POPLAR WITH REFERENCE TAG AND 113.0 FEET SOUTH OF FENCE POST WITH EZ1940'REFERENCE TAG. EZ1940'THE MARK IS 1 FT BELOW HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7490 *********************************************************************** AE7490 DESIGNATION - STILLWELL AE7490 PID - AE7490 AE7490 STATE/COUNTY- NC/WAKE AE7490 USGS QUAD - RALEIGH EAST (1993) AE7490 AE7490 *CURRENT SURVEY CONTROL AE7490 ___________________________________________________________________ AE7490* NAD 83(1986)- 35 49 48.44377(N) 078 36 11.45505(W) ADJUSTED AE7490* NAVD 88 - 85.323 (meters) 279.93 (feet) ADJUSTED AE7490 ___________________________________________________________________ AE7490 LAPLACE CORR- -7.61 (seconds) DEFLEC99 AE7490 GEOID HEIGHT- -32.94 (meters) GEOID03 AE7490 DYNAMIC HT - 85.250 (meters) 279.69 (feet) COMP AE7490 MODELED GRAV- 979,773.6 (mgal) NAVD 88 AE7490 AE7490 HORZ ORDER - SECOND AE7490 VERT ORDER - SECOND CLASS II AE7490 AE7490.The North Carolina HARNS have been completed but, AE7490.due to contractual restrictions, coordinates for these stations AE7490.will NOT be published in the near future. In the interim, the AE7490.published coordinates in North Carolina will not be AE7490.consistent with the Continuously Operating Reference Stations AE7490.(CORS). The HARN coordinates for these stations are available AE7490.upon request. Contact Gary Thompson(919-733-3836). AE7490. AE7490.In addition, the published North Carolina positions AE7490.(NAD 83 (1986)) are NOT consistent with those determined in AE7490.adjacent state readjustments. The discontinuity between stations AE7490.located in North Carolina and those in adjacent states AE7490.which have been adjusted to the HARN may be as much as 5 AE7490.decimeters. This will result in a significant loss of accuracy AE7490.over lines crossing such state borders. AE7490 AE7490 AE7490.The horizontal coordinates were established by classical geodetic methods AE7490.and adjusted by the National Geodetic Survey in February 1998. AE7490 AE7490.The orthometric height was determined by differential leveling AE7490.and adjusted by the National Geodetic Survey in September 1998. AE7490 AE7490.The Laplace correction was computed from DEFLEC99 derived deflections. AE7490 AE7490.The geoid height was determined by GEOID03. AE7490 AE7490.The dynamic height is computed by dividing the NAVD 88 AE7490.geopotential number by the normal gravity value computed on the AE7490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7490.degrees latitude (g = 980.6199 gals.). AE7490 AE7490.The modeled gravity was interpolated from observed gravity values. AE7490 AE7490; North East Units Scale Factor Converg. AE7490;SPC NC - 230,824.420 645,453.533 MT 0.99992343 +0 13 44.5 AE7490;SPC NC - 757,296.45 2,117,625.47 sFT 0.99992343 +0 13 44.5 AE7490;UTM 17 - 3,967,758.660 716,501.890 MT 1.00017762 +1 24 13.0 AE7490 AE7490! - Elev Factor x Scale Factor = Combined Factor AE7490!SPC NC - 0.99999178 x 0.99992343 = 0.99991521 AE7490!UTM 17 - 0.99999178 x 1.00017762 = 1.00016940 AE7490 AE7490 SUPERSEDED SURVEY CONTROL AE7490 AE7490 NGVD 29 (02/27/98) 85.60 (m) 280.8 (f) LEVELING 3 AE7490 AE7490.Superseded values are not recommended for survey control. AE7490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7490.See file dsdata.txt to determine how the superseded data were derived. AE7490 AE7490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1650267759(NAD 83) AE7490_MARKER: DH = HORIZONTAL CONTROL DISK AE7490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7490_STAMPING: STILLWELL 1987 AE7490_MARK LOGO: NCGS AE7490_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7490+STABILITY: SURFACE MOTION AE7490 AE7490 HISTORY - Date Condition Report By AE7490 HISTORY - 1987 MONUMENTED NCGS AE7490 HISTORY - 19870101 GOOD NCGS AE7490 AE7490 STATION DESCRIPTION AE7490 AE7490'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7490'STATION IS LOCATED ABOUT 6.4 KM (3.95 MI) NORTH-NORTHEAST OF CAPITAL AE7490'SQUARE IN RALEIGH. ALONG ATLANTIC AVENUE FOR 1.3 KM (0.80 MI) NORTH AE7490'FROM THE CLIFF BENSON BELTLINE OVERPASS, TO STILLWELL COURT AND AE7490'CORNING GLASS DRIVE, IN THE SOUTHWEST QUADRANT, AT THE CURB. MARK IS AE7490'RECESSED 2 CM BELOW GROUND AND IS LEVEL WITH ROAD. LOCATED 4.1 M AE7490'(13.5 FT) WEST-NORTHWEST OF THE CENTERLINE OF THE SOUTH BOUND LANE, AE7490'0.3 M (1.0 FT) WEST-NORTHWEST OF THE CURB, 38.1 M (125.0 FT) AE7490'SOUTH-SOUTHWEST OF THE CENTER OF THE ENTRANCE TO CORNING, 26.3 M (86.3 AE7490'FT) NORTH-NORTHEAST OF A FIRE HYDRANT--AND 4.0 M (13.1 FT) SOUTHEAST AE7490'OF A 14-INCH PINE, 8.8 M (28.9 FT) NORTHEAST OF A 14-INCH PINE--BOTH AE7490'WITH REFERENCE TAGS. AE7490 AE7490 STATION RECOVERY (1987) AE7490 AE7490'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7490'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0934 *********************************************************************** EZ0934 DESIGNATION - STIRRUP EZ0934 PID - EZ0934 EZ0934 STATE/COUNTY- NC/WAKE EZ0934 USGS QUAD - CARY (1993) EZ0934 EZ0934 *CURRENT SURVEY CONTROL EZ0934 ___________________________________________________________________ EZ0934* NAD 83(1986)- 35 50 38.39073(N) 078 48 08.30147(W) ADJUSTED EZ0934* NAVD 88 - 85.638 (meters) 280.96 (feet) ADJUSTED EZ0934 ___________________________________________________________________ EZ0934 LAPLACE CORR- -5.96 (seconds) DEFLEC99 EZ0934 GEOID HEIGHT- -32.08 (meters) GEOID03 EZ0934 DYNAMIC HT - 85.566 (meters) 280.73 (feet) COMP EZ0934 MODELED GRAV- 979,794.3 (mgal) NAVD 88 EZ0934 EZ0934 HORZ ORDER - SECOND EZ0934 VERT ORDER - SECOND CLASS 0 EZ0934 EZ0934.The North Carolina HARNS have been completed but, EZ0934.due to contractual restrictions, coordinates for these stations EZ0934.will NOT be published in the near future. In the interim, the EZ0934.published coordinates in North Carolina will not be EZ0934.consistent with the Continuously Operating Reference Stations EZ0934.(CORS). The HARN coordinates for these stations are available EZ0934.upon request. Contact Gary Thompson(919-733-3836). EZ0934. EZ0934.In addition, the published North Carolina positions EZ0934.(NAD 83 (1986)) are NOT consistent with those determined in EZ0934.adjacent state readjustments. The discontinuity between stations EZ0934.located in North Carolina and those in adjacent states EZ0934.which have been adjusted to the HARN may be as much as 5 EZ0934.decimeters. This will result in a significant loss of accuracy EZ0934.over lines crossing such state borders. EZ0934 EZ0934 EZ0934.The horizontal coordinates were established by classical geodetic methods EZ0934.and adjusted by the National Geodetic Survey in July 1986. EZ0934 EZ0934.The orthometric height was determined by differential leveling EZ0934.and adjusted by the National Geodetic Survey in June 1991. EZ0934 EZ0934.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0934 EZ0934.The geoid height was determined by GEOID03. EZ0934 EZ0934.The dynamic height is computed by dividing the NAVD 88 EZ0934.geopotential number by the normal gravity value computed on the EZ0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0934.degrees latitude (g = 980.6199 gals.). EZ0934 EZ0934.The modeled gravity was interpolated from observed gravity values. EZ0934 EZ0934; North East Units Scale Factor Converg. EZ0934;SPC NC - 232,309.849 627,459.748 MT 0.99992590 +0 06 50.8 EZ0934;SPC NC - 762,169.90 2,058,590.86 sFT 0.99992590 +0 06 50.8 EZ0934;UTM 17 - 3,968,875.365 698,477.734 MT 1.00008544 +1 17 14.4 EZ0934 EZ0934! - Elev Factor x Scale Factor = Combined Factor EZ0934!SPC NC - 0.99999159 x 0.99992590 = 0.99991749 EZ0934!UTM 17 - 0.99999159 x 1.00008544 = 1.00007703 EZ0934 EZ0934: Primary Azimuth Mark Grid Az EZ0934:SPC NC - SCRUB 234 48 11.5 EZ0934:UTM 17 - SCRUB 233 37 47.9 EZ0934 EZ0934|---------------------------------------------------------------------| EZ0934| PID Reference Object Distance Geod. Az | EZ0934| dddmmss.s | EZ0934| EZ0933 SCRUB APPROX. 1.0 KM 2345502.3 | EZ0934|---------------------------------------------------------------------| EZ0934 EZ0934 SUPERSEDED SURVEY CONTROL EZ0934 EZ0934 NAD 27 - 35 50 37.86394(N) 078 48 09.28128(W) AD( ) 2 EZ0934 NGVD 29 (??/??/92) 85.89 (m) 281.8 (f) COMPUTED 2 0 EZ0934 EZ0934.Superseded values are not recommended for survey control. EZ0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0934.See file dsdata.txt to determine how the superseded data were derived. EZ0934 EZ0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9847868875(NAD 83) EZ0934_MARKER: DE = TRAVERSE STATION DISK EZ0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0934_STAMPING: STIRRUP 1967 EZ0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0934+STABILITY: SURFACE MOTION EZ0934 EZ0934 HISTORY - Date Condition Report By EZ0934 HISTORY - 1967 MONUMENTED NCGS EZ0934 HISTORY - 1973 GOOD NCGS EZ0934 HISTORY - 1973 GOOD NCGS EZ0934 HISTORY - 1979 GOOD NGS EZ0934 HISTORY - 19910424 MARK NOT FOUND USPSQD EZ0934 EZ0934 STATION DESCRIPTION EZ0934 EZ0934'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ0934'STIRRUP IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0934'VICINITY OF MORRISVILLE, NORTH CAROLINA. EZ0934' EZ0934'STIRRUP IS LOCATED APPROXIMATELY 2.0 MILES ENE OF MORRISVILLE AND EZ0934'2.4 MILES SW OF RALEIGH-DURHAM AIRPORT. TO REACH STATION PROCEED EZ0934'FROM THE INTERSECTION OF SR 1002 E WITH NC 54 IN MORRISVILLE. GO EZ0934'EASTERLY ON SR 1002 FOR 2.05 MILES TO STATION. STATION IS ON THE EZ0934'SOUTHEAST SHOULDER OF SR 1002 IN CURVE, AND 0.15 MILE EAST OF EZ0934'BRIDGE OVER STIRRUP CREEK. EZ0934' EZ0934'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ0934'STIRRUP 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ0934'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ0934' EZ0934'MARK IS-- EZ0934'20.5 FEET SE OF C/L OF SR 1002. EZ0934'38.0 FEET SW OF 3 INCH PINE TREE WITH ALUMINUM REF. TAG. EZ0934'35.6 FEET SW OF FENCE POST WITH ALUMINUM REF. TAG. EZ0934'29.6 FEET NW OF FENCE POST WITH ALUMINUM REF. TAG. EZ0934'37.9 FEET NW OF 3 INCH PINE TREE WITH ALUMINUM REF. TAG. EZ0934 EZ0934 STATION RECOVERY (1973) EZ0934 EZ0934'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EZ0934'MARK WAS RECOVERED IN GOOD CONDITION. EZ0934 EZ0934 STATION RECOVERY (1973) EZ0934 EZ0934'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0934'2 MI NE FROM MORRISVILLE. EZ0934'STIRRUP IS LOCATED APPROXIMATELY 10.2 MILES WNW OF CAPITOL SQUARE EZ0934'IN RALEIGH. TO REACH STATION FROM THE BRIDGE ON SR 1002 (ROAD EZ0934'TO MORRISVILLE) OVER I40, PROCEED SW ALONG SR 1002 FOR 0.50 EZ0934'MILES TO STATION ON THE LEFT SHOULDER, 0.10 MILES NE OF STIRRUP EZ0934'CREEK, 20.5 FT SE OF C/L OF SR 1002, 37.6 FT W OF 8 IN PINE WITH EZ0934'ALUMINUM REF. TAG, 242.5 FT SW OF PP 20 WITH ALUMINUM REF. TAG, EZ0934'AND 321.4 FT NE OF FIRST PP NE OF STIRRUP CREEK WITH ALUMINUM EZ0934'REF. TAG. DISK IS SET IN CYLINDER 2 INCHES BELOW THE SURFACE EZ0934'OF THE GROUND. EZ0934 EZ0934 STATION RECOVERY (1979) EZ0934 EZ0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (WTD) EZ0934'RECOVERED AS DESCRIBED. EZ0934 EZ0934 STATION RECOVERY (1991) EZ0934 EZ0934'RECOVERY NOTE BY US POWER SQUADRON 1991 (GS) EZ0934'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5706 *********************************************************************** EZ5706 DESIGNATION - STONE WALL EZ5706 PID - EZ5706 EZ5706 STATE/COUNTY- NC/WAKE EZ5706 USGS QUAD - ZEBULON (1981) EZ5706 EZ5706 *CURRENT SURVEY CONTROL EZ5706 ___________________________________________________________________ EZ5706* NAD 83(1986)- 35 47 01.98877(N) 078 22 02.14748(W) ADJUSTED EZ5706* NAVD 88 - 102.0 (meters) 335. (feet) VERTCON EZ5706 ___________________________________________________________________ EZ5706 LAPLACE CORR- -4.50 (seconds) DEFLEC99 EZ5706 GEOID HEIGHT- -33.97 (meters) GEOID03 EZ5706 EZ5706 HORZ ORDER - SECOND EZ5706 EZ5706.The North Carolina HARNS have been completed but, EZ5706.due to contractual restrictions, coordinates for these stations EZ5706.will NOT be published in the near future. In the interim, the EZ5706.published coordinates in North Carolina will not be EZ5706.consistent with the Continuously Operating Reference Stations EZ5706.(CORS). The HARN coordinates for these stations are available EZ5706.upon request. Contact Gary Thompson(919-733-3836). EZ5706. EZ5706.In addition, the published North Carolina positions EZ5706.(NAD 83 (1986)) are NOT consistent with those determined in EZ5706.adjacent state readjustments. The discontinuity between stations EZ5706.located in North Carolina and those in adjacent states EZ5706.which have been adjusted to the HARN may be as much as 5 EZ5706.decimeters. This will result in a significant loss of accuracy EZ5706.over lines crossing such state borders. EZ5706 EZ5706 EZ5706.The horizontal coordinates were established by classical geodetic methods EZ5706.and adjusted by the National Geodetic Survey in January 1990. EZ5706 EZ5706.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5706 EZ5706.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5706 EZ5706.The geoid height was determined by GEOID03. EZ5706 EZ5706; North East Units Scale Factor Converg. EZ5706;SPC NC - 225,805.167 666,801.138 MT 0.99991562 +0 21 54.7 EZ5706;SPC NC - 740,829.12 2,187,663.40 sFT 0.99991562 +0 21 54.7 EZ5706;UTM 17 - 3,963,176.690 737,954.721 MT 1.00029778 +1 32 24.6 EZ5706 EZ5706! - Elev Factor x Scale Factor = Combined Factor EZ5706!SPC NC - 0.99998933 x 0.99991562 = 0.99990495 EZ5706!UTM 17 - 0.99998933 x 1.00029778 = 1.00028710 EZ5706 EZ5706: Primary Azimuth Mark Grid Az EZ5706:SPC NC - SELMA RD 096 16 46.8 EZ5706:UTM 17 - SELMA RD 095 06 16.9 EZ5706 EZ5706|---------------------------------------------------------------------| EZ5706| PID Reference Object Distance Geod. Az | EZ5706| dddmmss.s | EZ5706| EZ5705 SELMA RD 455.124 METERS 0963841.5 | EZ5706|---------------------------------------------------------------------| EZ5706 EZ5706 SUPERSEDED SURVEY CONTROL EZ5706 EZ5706 NGVD 29 (01/12/90) 102.3 (m) 336. (f) VERT ANG EZ5706 EZ5706.Superseded values are not recommended for survey control. EZ5706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5706.See file dsdata.txt to determine how the superseded data were derived. EZ5706 EZ5706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3795563177(NAD 83) EZ5706_MARKER: DE = TRAVERSE STATION DISK EZ5706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5706_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5706+STABILITY: SURFACE MOTION EZ5706_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ5706+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005 EZ5706 EZ5706 HISTORY - Date Condition Report By EZ5706 HISTORY - 1980 MONUMENTED NCGS EZ5706 HISTORY - 20050415 GOOD USPSQD EZ5706 EZ5706 STATION DESCRIPTION EZ5706 EZ5706'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EZ5706'THE STATION IS LOCATED IN WENDELL, AT THE INTERSECTION OF US 64 EZ5706'BUSINESS AND OAKWOOD AVENUE. EZ5706' EZ5706'TO REACH THE STATION FROM THE INTERSECTION OF US 64 BUSINESS WITH NC EZ5706'231 IN WENDELL, PROCEED WEST ALONG US 64 BUSINESS FOR 0.25 MILE TO EZ5706'STATION ON THE LEFT. EZ5706' EZ5706'STATION MARK IS A STANDARD DISK STAMPED---STONE WALL 1980---SET IN TOP EZ5706'OF A 10 INCH CONCRETE CYLINDER 2 INCHES BELOW GROUND SURFACE. THE MARK EZ5706'IS 17.2 FEET SOUTH OF THE CENTERLINE OF US 64 BUSINESS, 55.4 FEET EAST EZ5706'OF THE CENTERLINE OF NORTH OAKWOOD AVENUE, 1.7 FEET NORTH OF NORTH EZ5706'EDGE OF SIDEWALK, 28.5 FEET EAST OF FIRE HYDRANT, 63.7 FEET NORTHWEST EZ5706'OF CENTER OF BOTTOM CONCRETE STEP AT NORTH SIDE OF HOUSE NO.202, 32.5 EZ5706'FEET EAST-SOUTHEAST OF POWER POLE AND 76.5 FEET WEST-NORTHWEST OF EZ5706'POWER POLE BOTH WITH REFERENCE TAGS. EZ5706 EZ5706 STATION RECOVERY (2005) EZ5706 EZ5706'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ5706'N 35 47.037 EZ5706'W 078 22.039 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6615 *********************************************************************** EZ6615 DESIGNATION - STONEGATE EZ6615 PID - EZ6615 EZ6615 STATE/COUNTY- NC/WAKE EZ6615 USGS QUAD - WAKE FOREST (1987) EZ6615 EZ6615 *CURRENT SURVEY CONTROL EZ6615 ___________________________________________________________________ EZ6615* NAD 83(1986)- 35 54 01.31355(N) 078 36 25.23088(W) ADJUSTED EZ6615* NAVD 88 - 138.5 (meters) 454. (feet) VERTCON EZ6615 ___________________________________________________________________ EZ6615 LAPLACE CORR- -7.32 (seconds) DEFLEC99 EZ6615 GEOID HEIGHT- -32.73 (meters) GEOID03 EZ6615 EZ6615 HORZ ORDER - SECOND EZ6615 EZ6615.The North Carolina HARNS have been completed but, EZ6615.due to contractual restrictions, coordinates for these stations EZ6615.will NOT be published in the near future. In the interim, the EZ6615.published coordinates in North Carolina will not be EZ6615.consistent with the Continuously Operating Reference Stations EZ6615.(CORS). The HARN coordinates for these stations are available EZ6615.upon request. Contact Gary Thompson(919-733-3836). EZ6615. EZ6615.In addition, the published North Carolina positions EZ6615.(NAD 83 (1986)) are NOT consistent with those determined in EZ6615.adjacent state readjustments. The discontinuity between stations EZ6615.located in North Carolina and those in adjacent states EZ6615.which have been adjusted to the HARN may be as much as 5 EZ6615.decimeters. This will result in a significant loss of accuracy EZ6615.over lines crossing such state borders. EZ6615 EZ6615 EZ6615.The horizontal coordinates were established by classical geodetic methods EZ6615.and adjusted by the National Geodetic Survey in December 1992. EZ6615 EZ6615.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6615 EZ6615.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6615 EZ6615.The geoid height was determined by GEOID03. EZ6615 EZ6615; North East Units Scale Factor Converg. EZ6615;SPC NC - 238,616.200 645,076.950 MT 0.99993655 +0 13 36.6 EZ6615;SPC NC - 782,859.98 2,116,389.96 sFT 0.99993655 +0 13 36.6 EZ6615;UTM 17 - 3,975,542.989 715,965.373 MT 1.00017475 +1 24 13.5 EZ6615 EZ6615! - Elev Factor x Scale Factor = Combined Factor EZ6615!SPC NC - 0.99998340 x 0.99993655 = 0.99991995 EZ6615!UTM 17 - 0.99998340 x 1.00017475 = 1.00015815 EZ6615 EZ6615 SUPERSEDED SURVEY CONTROL EZ6615 EZ6615 NGVD 29 (12/28/92) 138.8 (m) 455. (f) VERT ANG EZ6615 EZ6615.Superseded values are not recommended for survey control. EZ6615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6615.See file dsdata.txt to determine how the superseded data were derived. EZ6615 EZ6615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1596575543(NAD 83) EZ6615_MARKER: DH = HORIZONTAL CONTROL DISK EZ6615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6615_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6615_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6615+STABILITY: SURFACE MOTION EZ6615 EZ6615 HISTORY - Date Condition Report By EZ6615 HISTORY - 1985 MONUMENTED NCGS EZ6615 EZ6615 STATION DESCRIPTION EZ6615 EZ6615'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ6615'THE STATION IS LOCATED ABOUT 4.5 KM (2.8 MI) NORTH OF MILLBROOK. EZ6615' EZ6615'ALONG FALLS OF NEUSE ROAD, 2.3 KM (1.4 MI) EAST-NORTHEAST FROM THE EZ6615'STRICKLAND ROAD (SR 1829) INTERSECTION, AT THE STONEGATE DRIVE EZ6615'INTERSECTION, AND AT THE LARGE ORNAMENTAL STREET SIGN. EZ6615' EZ6615'THE STATION IS A STANDARD NCGS DISK STAMPED---STONEGATE 1985---, EZ6615'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6615'25 CM IN DIAMETER RECESSED 2 CM BELOW GROUND. LOCATED EZ6615'8.4 METERS (27.7 FT) NORTH-NORTHWEST OF THE CENTERLINE OF SR 2000 EZ6615'(FALLS OF NEUSE ROAD), EZ6615'11.9 METERS (39.1 FT) WEST-SOUTHWEST OF THE CENTERLINE OF SR 3524 EZ6615'(STONEGATE DRIVE) FROM A MANHOLE COVER, EZ6615'14.6 METERS (47.9 FT) WEST OF THE CENTERLINE INTERSECTION OF THE EZ6615'ROAD AND THE DRIVE, EZ6615'5.0 METERS (16.5 FT) NORTHEAST OF A PLASTIC CAUTION POST FOR A WATER EZ6615'MAIN, EZ6615'0.5 METERS (1.7 FT) EAST-SOUTHEAST OF A WOOD STREET SIGN POST, AND EZ6615'19.4 METERS (63.5 FT) SOUTHWEST OF A FIRE HYDRANT. EZ6615' EZ6615'MARK IS LEVEL WITH THE ROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6616 *********************************************************************** EZ6616 DESIGNATION - STONEY EZ6616 PID - EZ6616 EZ6616 STATE/COUNTY- NC/WAKE EZ6616 USGS QUAD - RALEIGH WEST (1988) EZ6616 EZ6616 *CURRENT SURVEY CONTROL EZ6616 ___________________________________________________________________ EZ6616* NAD 83(1986)- 35 52 29.49372(N) 078 38 40.71827(W) ADJUSTED EZ6616* NAVD 88 - 108.013 (meters) 354.37 (feet) ADJUSTED EZ6616 ___________________________________________________________________ EZ6616 LAPLACE CORR- -6.96 (seconds) DEFLEC99 EZ6616 GEOID HEIGHT- -32.64 (meters) GEOID03 EZ6616 DYNAMIC HT - 107.922 (meters) 354.07 (feet) COMP EZ6616 MODELED GRAV- 979,782.5 (mgal) NAVD 88 EZ6616 EZ6616 HORZ ORDER - SECOND EZ6616 VERT ORDER - SECOND CLASS II EZ6616 EZ6616.The North Carolina HARNS have been completed but, EZ6616.due to contractual restrictions, coordinates for these stations EZ6616.will NOT be published in the near future. In the interim, the EZ6616.published coordinates in North Carolina will not be EZ6616.consistent with the Continuously Operating Reference Stations EZ6616.(CORS). The HARN coordinates for these stations are available EZ6616.upon request. Contact Gary Thompson(919-733-3836). EZ6616. EZ6616.In addition, the published North Carolina positions EZ6616.(NAD 83 (1986)) are NOT consistent with those determined in EZ6616.adjacent state readjustments. The discontinuity between stations EZ6616.located in North Carolina and those in adjacent states EZ6616.which have been adjusted to the HARN may be as much as 5 EZ6616.decimeters. This will result in a significant loss of accuracy EZ6616.over lines crossing such state borders. EZ6616 EZ6616 EZ6616.The horizontal coordinates were established by classical geodetic methods EZ6616.and adjusted by the National Geodetic Survey in December 1992. EZ6616 EZ6616.The orthometric height was determined by differential leveling EZ6616.and adjusted by the National Geodetic Survey in September 1998. EZ6616 EZ6616.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6616 EZ6616.The geoid height was determined by GEOID03. EZ6616 EZ6616.The dynamic height is computed by dividing the NAVD 88 EZ6616.geopotential number by the normal gravity value computed on the EZ6616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6616.degrees latitude (g = 980.6199 gals.). EZ6616 EZ6616.The modeled gravity was interpolated from observed gravity values. EZ6616 EZ6616; North East Units Scale Factor Converg. EZ6616;SPC NC - 235,773.586 641,689.711 MT 0.99993161 +0 12 18.4 EZ6616;SPC NC - 773,533.84 2,105,276.99 sFT 0.99993161 +0 12 18.4 EZ6616;UTM 17 - 3,972,630.763 712,636.432 MT 1.00015717 +1 22 50.9 EZ6616 EZ6616! - Elev Factor x Scale Factor = Combined Factor EZ6616!SPC NC - 0.99998817 x 0.99993161 = 0.99991978 EZ6616!UTM 17 - 0.99998817 x 1.00015717 = 1.00014534 EZ6616 EZ6616 SUPERSEDED SURVEY CONTROL EZ6616 EZ6616 NGVD 29 (12/28/92) 108.29 (m) 355.3 (f) LEVELING 3 EZ6616 EZ6616.Superseded values are not recommended for survey control. EZ6616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6616.See file dsdata.txt to determine how the superseded data were derived. EZ6616 EZ6616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1263672631(NAD 83) EZ6616_MARKER: DH = HORIZONTAL CONTROL DISK EZ6616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6616_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6616_STAMPING: STONEY 1985 EZ6616_MARK LOGO: NCGS EZ6616_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6616+STABILITY: SURFACE MOTION EZ6616 EZ6616 HISTORY - Date Condition Report By EZ6616 HISTORY - 1985 MONUMENTED NCGS EZ6616 HISTORY - 19870101 GOOD NCGS EZ6616 EZ6616 STATION DESCRIPTION EZ6616 EZ6616'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ6616'THE STATION IS LOCATED IN NORTH RALEIGH. EZ6616' EZ6616'ALONG SIX FORKS ROAD, 5.0 KM (3.1 MI) NORTH FROM THE OVERPASS EZ6616'BRIDGE OF THE BELTLINE, OR 3.0 KM (1.85 MI) SOUTH FROM SIX FORKS, EZ6616'IN THE SOUTHWEST QUADRANT OF THE T-INTERSECTION WITH LONGSTREET EZ6616'DRIVE (ENTRANCE TO STONEY HOLLOW SUBDIVISION). EZ6616' EZ6616'THE STATION IS A STANDARD NCGS DISK STAMPED---STONEY 1985---, EZ6616'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6616'25 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EZ6616'10.6 METERS (33.0 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD, EZ6616'34.9 METERS (114.4 FT) SOUTHEAST OF THE CENTERLINE OF LONGSTREET EZ6616'DRIVE, EZ6616'3.1 METERS (10.2 FT) NORTHEAST OF A CHAIN LINK FENCE, EZ6616'19.4 METERS (63.5 FT) EAST-SOUTHEAST OF THE NORTHEAST CORNER FENCE EZ6616'POST, EZ6616'16.6 METERS (54.3 FT) SOUTH-SOUTHEAST OF THE WEST END OF A CULVERT EZ6616'UNDER THE ROAD, EZ6616'20.0 METERS (65.6 FT) SOUTH-SOUTHWEST OF A MANHOLE COVER IN THE EZ6616'CENTER OF THE ROAD, EZ6616'31.6 METERS (103.7 FT) NORTHWEST OF A FIRE HYDRANT, AND EZ6616'3.3 METERS (10.8 FT) NORTH-NORTHEAST OF A 5-INCH MAPLE WITH A EZ6616'REFERENCE TAG. EZ6616' EZ6616'MARK IS LEVEL WITH THE HIGHWAY. EZ6616 EZ6616 STATION RECOVERY (1987) EZ6616 EZ6616'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ6616'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2145 *********************************************************************** EZ2145 DESIGNATION - STOP EZ2145 PID - EZ2145 EZ2145 STATE/COUNTY- NC/WAKE EZ2145 USGS QUAD - GREEN LEVEL (1993) EZ2145 EZ2145 *CURRENT SURVEY CONTROL EZ2145 ___________________________________________________________________ EZ2145* NAD 83(1986)- 35 45 11.27767(N) 078 52 38.04519(W) ADJUSTED EZ2145* NAVD 88 - 120.008 (meters) 393.73 (feet) ADJUSTED EZ2145 ___________________________________________________________________ EZ2145 LAPLACE CORR- -5.53 (seconds) DEFLEC99 EZ2145 GEOID HEIGHT- -32.06 (meters) GEOID03 EZ2145 DYNAMIC HT - 119.905 (meters) 393.39 (feet) COMP EZ2145 MODELED GRAV- 979,770.4 (mgal) NAVD 88 EZ2145 EZ2145 HORZ ORDER - SECOND EZ2145 VERT ORDER - SECOND CLASS II EZ2145 EZ2145.The North Carolina HARNS have been completed but, EZ2145.due to contractual restrictions, coordinates for these stations EZ2145.will NOT be published in the near future. In the interim, the EZ2145.published coordinates in North Carolina will not be EZ2145.consistent with the Continuously Operating Reference Stations EZ2145.(CORS). The HARN coordinates for these stations are available EZ2145.upon request. Contact Gary Thompson(919-733-3836). EZ2145. EZ2145.In addition, the published North Carolina positions EZ2145.(NAD 83 (1986)) are NOT consistent with those determined in EZ2145.adjacent state readjustments. The discontinuity between stations EZ2145.located in North Carolina and those in adjacent states EZ2145.which have been adjusted to the HARN may be as much as 5 EZ2145.decimeters. This will result in a significant loss of accuracy EZ2145.over lines crossing such state borders. EZ2145 EZ2145 EZ2145.The horizontal coordinates were established by classical geodetic methods EZ2145.and adjusted by the National Geodetic Survey in July 1986. EZ2145 EZ2145.The orthometric height was determined by differential leveling EZ2145.and adjusted by the National Geodetic Survey in June 1991. EZ2145 EZ2145.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2145 EZ2145.The geoid height was determined by GEOID03. EZ2145 EZ2145.The dynamic height is computed by dividing the NAVD 88 EZ2145.geopotential number by the normal gravity value computed on the EZ2145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2145.degrees latitude (g = 980.6199 gals.). EZ2145 EZ2145.The modeled gravity was interpolated from observed gravity values. EZ2145 EZ2145; North East Units Scale Factor Converg. EZ2145;SPC NC - 222,217.836 620,703.587 MT 0.99991078 +0 04 15.1 EZ2145;SPC NC - 729,059.68 2,036,425.02 sFT 0.99991078 +0 04 15.1 EZ2145;UTM 17 - 3,958,645.778 691,928.330 MT 1.00005394 +1 14 26.5 EZ2145 EZ2145! - Elev Factor x Scale Factor = Combined Factor EZ2145!SPC NC - 0.99998620 x 0.99991078 = 0.99989698 EZ2145!UTM 17 - 0.99998620 x 1.00005394 = 1.00004014 EZ2145 EZ2145: Primary Azimuth Mark Grid Az EZ2145:SPC NC - HOWELL 009 54 29.4 EZ2145:UTM 17 - HOWELL 008 44 18.0 EZ2145 EZ2145|---------------------------------------------------------------------| EZ2145| PID Reference Object Distance Geod. Az | EZ2145| dddmmss.s | EZ2145| EZ2146 HOWELL APPROX. 1.0 KM 0095844.5 | EZ2145| EZ5452 AHEAD 321.844 METERS 17250 | EZ2145|---------------------------------------------------------------------| EZ2145 EZ2145 SUPERSEDED SURVEY CONTROL EZ2145 EZ2145 NAD 27 - 35 45 10.73411(N) 078 52 39.02131(W) AD( ) 2 EZ2145 NGVD 29 (??/??/92) 120.260 (m) 394.55 (f) ADJ UNCH 2 2 EZ2145 EZ2145.Superseded values are not recommended for survey control. EZ2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2145.See file dsdata.txt to determine how the superseded data were derived. EZ2145 EZ2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9192858646(NAD 83) EZ2145_MARKER: DE = TRAVERSE STATION DISK EZ2145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2145_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2145_STAMPING: STOP 1961 EZ2145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2145+STABILITY: SURFACE MOTION EZ2145 EZ2145 HISTORY - Date Condition Report By EZ2145 HISTORY - 1961 MONUMENTED NCGS EZ2145 HISTORY - 1975 GOOD NCGS EZ2145 HISTORY - 1985 GOOD USPSQD EZ2145 HISTORY - 1987 GOOD USPSQD EZ2145 HISTORY - 1989 GOOD USPSQD EZ2145 EZ2145 STATION DESCRIPTION EZ2145 EZ2145'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ2145'STOP IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2145'IN THE VICINITY OF DURHAM, NORTH CAROLINA. EZ2145' EZ2145'STOP IS LOCATED APPROXIMATELY 2.2 MILES NW OF APEX, N. C. AND EZ2145'5.9 MILES WSW OF CARY, N. C. TO REACH STATION PROCEED FROM THE EZ2145'INTERSECTION OF U.S. 64 AND NC 55 NORTH ON NC 55 FOR 0.4 MILE EZ2145'TO STATION. THE STATION IS LOCATED ON WEST BANK OF NC 55 AT EZ2145'EAST EDGE OF PINE WOODS. EZ2145' EZ2145'STATION MARK IS A PRECAST MONUMENT WITH A N. C. BRASS EZ2145'TRAVERSE DISK, STAMPED STOP 1961, WHICH IS 4 INCHES ABOVE THE EZ2145'SURFACE OF THE GROUND. EZ2145' EZ2145'MARK IS EZ2145' EZ2145'40.8 FT SW OF C/L OF NC 55 EZ2145' EZ2145'16.8 FT SE OF 6 INCH PINE TREE WITH ALUMINUM REF. TAG EZ2145' EZ2145'11.0 FT ESE OF 6 INCH PINE TREE WITH ALUMINUM REF. TAG EZ2145 EZ2145 STATION RECOVERY (1975) EZ2145 EZ2145'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EZ2145'2.2 MI NW FROM APEX. EZ2145'TO REACH STATION FROM THE NC 55 OVERPASS OF US 64, PROCEED NORTH ALONG EZ2145'NC 55 FOR 0.4 MILE TO STATION ON WEST BANK OF NC 55 AT EAST EDGE OF EZ2145'PINE WOODS. 40.8 FT. W OF CENTERLINE OF NC 55, 16.0 FT. SE OF 6 INCH EZ2145'PINE WITH ALUMINUM REF. TAG, 10.2 FT. E OF 6 INCH PINE WITH ALUMINUM EZ2145'REF. TAG AND 23.9 FT. NNE OF 16 INCH GUM WITH ALUMINUM REF. TAG. DISK EZ2145'IS SET IN CONCRETE CYLINDER, 4 INCHES ABOVE THE SURFACE OF THE GROUND. EZ2145 EZ2145 STATION RECOVERY (1985) EZ2145 EZ2145'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ2145'RECOVERED IN GOOD CONDITION. EZ2145 EZ2145 STATION RECOVERY (1987) EZ2145 EZ2145'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ2145'RECOVERED IN GOOD CONDITION. EZ2145 EZ2145 STATION RECOVERY (1989) EZ2145 EZ2145'RECOVERY NOTE BY US POWER SQUADRON 1989 (WCB) EZ2145'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5005 *********************************************************************** EZ5005 DESIGNATION - STRAW EZ5005 PID - EZ5005 EZ5005 STATE/COUNTY- NC/WAKE EZ5005 USGS QUAD - WAKE FOREST (1987) EZ5005 EZ5005 *CURRENT SURVEY CONTROL EZ5005 ___________________________________________________________________ EZ5005* NAD 83(1986)- 35 54 22.80902(N) 078 36 08.11416(W) ADJUSTED EZ5005* NAVD 88 - 134.5 (meters) 441. (feet) VERTCON EZ5005 ___________________________________________________________________ EZ5005 LAPLACE CORR- -7.30 (seconds) DEFLEC99 EZ5005 GEOID HEIGHT- -32.74 (meters) GEOID03 EZ5005 EZ5005 HORZ ORDER - SECOND EZ5005 EZ5005.The North Carolina HARNS have been completed but, EZ5005.due to contractual restrictions, coordinates for these stations EZ5005.will NOT be published in the near future. In the interim, the EZ5005.published coordinates in North Carolina will not be EZ5005.consistent with the Continuously Operating Reference Stations EZ5005.(CORS). The HARN coordinates for these stations are available EZ5005.upon request. Contact Gary Thompson(919-733-3836). EZ5005. EZ5005.In addition, the published North Carolina positions EZ5005.(NAD 83 (1986)) are NOT consistent with those determined in EZ5005.adjacent state readjustments. The discontinuity between stations EZ5005.located in North Carolina and those in adjacent states EZ5005.which have been adjusted to the HARN may be as much as 5 EZ5005.decimeters. This will result in a significant loss of accuracy EZ5005.over lines crossing such state borders. EZ5005 EZ5005 EZ5005.The horizontal coordinates were established by classical geodetic methods EZ5005.and adjusted by the National Geodetic Survey in July 1986. EZ5005 EZ5005.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5005 EZ5005.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5005 EZ5005.The geoid height was determined by GEOID03. EZ5005 EZ5005; North East Units Scale Factor Converg. EZ5005;SPC NC - 239,280.384 645,503.499 MT 0.99993773 +0 13 46.4 EZ5005;SPC NC - 785,039.06 2,117,789.40 sFT 0.99993773 +0 13 46.4 EZ5005;UTM 17 - 3,976,215.956 716,378.288 MT 1.00017695 +1 24 24.2 EZ5005 EZ5005! - Elev Factor x Scale Factor = Combined Factor EZ5005!SPC NC - 0.99998402 x 0.99993773 = 0.99992176 EZ5005!UTM 17 - 0.99998402 x 1.00017695 = 1.00016097 EZ5005 EZ5005: Primary Azimuth Mark Grid Az EZ5005:SPC NC - FILTER 036 55 51.1 EZ5005:UTM 17 - FILTER 035 45 13.3 EZ5005 EZ5005|---------------------------------------------------------------------| EZ5005| PID Reference Object Distance Geod. Az | EZ5005| dddmmss.s | EZ5005| EZ0841 FILTER APPROX. 0.6 KM 0370937.5 | EZ5005|---------------------------------------------------------------------| EZ5005 EZ5005 SUPERSEDED SURVEY CONTROL EZ5005 EZ5005 NAD 27 - 35 54 22.27837(N) 078 36 09.10624(W) AD( ) 2 EZ5005 NGVD 29 (07/19/86) 134.8 (m) 442. (f) VERT ANG EZ5005 EZ5005.Superseded values are not recommended for survey control. EZ5005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5005.See file dsdata.txt to determine how the superseded data were derived. EZ5005 EZ5005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1637876216(NAD 83) EZ5005_MARKER: DE = TRAVERSE STATION DISK EZ5005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5005_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5005_STAMPING: STRAW 1970 EZ5005_MARK LOGO: NCGS EZ5005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5005+STABILITY: SURFACE MOTION EZ5005 EZ5005 HISTORY - Date Condition Report By EZ5005 HISTORY - 1970 MONUMENTED NCGS EZ5005 EZ5005 STATION DESCRIPTION EZ5005 EZ5005'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ5005'STRAW IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ5005'VICINITY OF NORTHWEST WAKE COUNTY. EZ5005' EZ5005'STRAW IS LOCATED APPROXIMATELY 2.6 MILES SSW OF FALLS AND 2.8 MILES EZ5005'EAST OF SIX FORKS. TO REACH STATION PROCEED FROM THE INTERSECTION EZ5005'OF SR 2000 AND SR 2002 IN COMMUNITY OF FALLS, GO SOUTH ON SR 2000 EZ5005'FOR 2.65 MILES TO INTERSECTION OF SR 2000 AND SR 2006, CONTINUE EZ5005'SOUTH ON SR 2000 FOR 0.15 MILE TO STATION ON RIGHT, ON SOUTH EZ5005'SIDE OF LANE LEADING TO 1-1/2 STORY GRAY HOUSE. EZ5005' EZ5005'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED STRAW EZ5005'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EZ5005'FLUSH WITH THE SURFACE OF THE GROUND. EZ5005' EZ5005'MARK IS-- EZ5005'67.2 FEET WNW OF C/L OF SR 2000. EZ5005'83.4 FEET SE OF ALUMINUM REF. TAG ON 14 INCH PINE TREE. EZ5005'91.2 FEET SSE OF ALUMINUM REF. TAG ON 16 INCH PINE TREE. EZ5005'43.5 FEET N OF 4 INCH CEDAR TREE (MEASURED HORIZONTALLY). EZ5005'11.8 FEET SSW OF C/L OF DIRT LANE. EZ5005'7.9 FEET WNW OF LINE TANGENT TO POWER LINE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2418 *********************************************************************** EZ2418 DESIGNATION - STREET EZ2418 PID - EZ2418 EZ2418 STATE/COUNTY- NC/WAKE EZ2418 USGS QUAD - ROLESVILLE (1993) EZ2418 EZ2418 *CURRENT SURVEY CONTROL EZ2418 ___________________________________________________________________ EZ2418* NAD 83(1986)- 35 55 15.87948(N) 078 27 37.21759(W) ADJUSTED EZ2418* NAVD 88 - 132.900 (meters) 436.02 (feet) ADJUSTED EZ2418 ___________________________________________________________________ EZ2418 LAPLACE CORR- -6.76 (seconds) DEFLEC99 EZ2418 GEOID HEIGHT- -33.30 (meters) GEOID03 EZ2418 DYNAMIC HT - 132.785 (meters) 435.65 (feet) COMP EZ2418 MODELED GRAV- 979,769.2 (mgal) NAVD 88 EZ2418 EZ2418 HORZ ORDER - SECOND EZ2418 VERT ORDER - SECOND CLASS II EZ2418 EZ2418.The North Carolina HARNS have been completed but, EZ2418.due to contractual restrictions, coordinates for these stations EZ2418.will NOT be published in the near future. In the interim, the EZ2418.published coordinates in North Carolina will not be EZ2418.consistent with the Continuously Operating Reference Stations EZ2418.(CORS). The HARN coordinates for these stations are available EZ2418.upon request. Contact Gary Thompson(919-733-3836). EZ2418. EZ2418.In addition, the published North Carolina positions EZ2418.(NAD 83 (1986)) are NOT consistent with those determined in EZ2418.adjacent state readjustments. The discontinuity between stations EZ2418.located in North Carolina and those in adjacent states EZ2418.which have been adjusted to the HARN may be as much as 5 EZ2418.decimeters. This will result in a significant loss of accuracy EZ2418.over lines crossing such state borders. EZ2418 EZ2418 EZ2418.The horizontal coordinates were established by classical geodetic methods EZ2418.and adjusted by the National Geodetic Survey in July 1986. EZ2418 EZ2418.The orthometric height was determined by differential leveling EZ2418.and adjusted by the National Geodetic Survey in June 1991. EZ2418 EZ2418.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2418 EZ2418.The geoid height was determined by GEOID03. EZ2418 EZ2418.The dynamic height is computed by dividing the NAVD 88 EZ2418.geopotential number by the normal gravity value computed on the EZ2418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2418.degrees latitude (g = 980.6199 gals.). EZ2418 EZ2418.The modeled gravity was interpolated from observed gravity values. EZ2418 EZ2418; North East Units Scale Factor Converg. EZ2418;SPC NC - 240,976.453 658,304.424 MT 0.99994071 +0 18 41.3 EZ2418;SPC NC - 790,603.58 2,159,787.10 sFT 0.99994071 +0 18 41.3 EZ2418;UTM 17 - 3,978,175.399 729,145.112 MT 1.00024705 +1 29 26.1 EZ2418 EZ2418! - Elev Factor x Scale Factor = Combined Factor EZ2418!SPC NC - 0.99998437 x 0.99994071 = 0.99992508 EZ2418!UTM 17 - 0.99998437 x 1.00024705 = 1.00023141 EZ2418 EZ2418 SUPERSEDED SURVEY CONTROL EZ2418 EZ2418 NAD 27 - 35 55 15.32804(N) 078 27 38.21752(W) AD( ) 2 EZ2418 NGVD 29 (??/??/92) 133.176 (m) 436.93 (f) ADJ UNCH 2 2 EZ2418 EZ2418.Superseded values are not recommended for survey control. EZ2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2418.See file dsdata.txt to determine how the superseded data were derived. EZ2418 EZ2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2914578175(NAD 83) EZ2418_MARKER: DE = TRAVERSE STATION DISK EZ2418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2418_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2418_STAMPING: STREET 1976 EZ2418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2418+STABILITY: SURFACE MOTION EZ2418_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ2418+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2004 EZ2418 EZ2418 HISTORY - Date Condition Report By EZ2418 HISTORY - 1976 MONUMENTED NCGS EZ2418 HISTORY - 1976 GOOD NCGS EZ2418 HISTORY - 1987 GOOD USPSQD EZ2418 HISTORY - 20041120 GOOD USPSQD EZ2418 EZ2418 STATION DESCRIPTION EZ2418 EZ2418'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2418'STREET IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ2418'THE VICINITY OF ROLESVILLE, NORTH CAROLINA. EZ2418' EZ2418'STREET IS LOCATED IN THE SOUTHWEST SECTION OF ROLESVILLE. TO EZ2418'REACH STATION FROM THE MAIN CROSSROADS IN CENTER OF ROLESVILLE, EZ2418'PROCEED WSW ALONG U.S. 401 FOR 0.2 MILE TO INTERSECTION WITH EZ2418'PERRY ST. AND STATION ON LEFT, IN SOUTHERNMOST QUADRANT, IN FRONT EZ2418'YARD OF A ONE AND ONE HALF STORY DUKE STONE RESIDENCE AND ABOUT EZ2418'ON PROJECTION OF SOUTHWEST SIDE OF HOUSE. EZ2418' EZ2418'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2418'STREET 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2418'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ2418' EZ2418'MARK IS 36.7 FT SE OF C/L OF U.S. 401 EZ2418' EZ2418'105.5 FT SW OF C/L OF PERRY ST. EZ2418' EZ2418'109.3 FT SSW OF RAILROAD SPIKE AT C/L OF T INTERSECTION EZ2418' EZ2418'8.5 FT SE OF EDGE OF SIDEWALK EZ2418' EZ2418'84.6 FT NW OF CENTER OF BOTTOM STEP TO FRONT OF HOME EZ2418' EZ2418'147.8 FT ENE OF POWER POLE WITH 2 TRANSFORMERS AND ALUMINUM EZ2418'REF. TAG EZ2418' EZ2418'56.7 FT SW OF POWER POLE NEAR NORTHWEST END OF CYCLONE FENCE EZ2418'WITH ALUMINUM REF. TAG EZ2418 EZ2418 STATION RECOVERY (1976) EZ2418 EZ2418'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2418'IN ROLESVILLE. EZ2418'TO REACH STATION FROM THE MAIN CROSSROADS IN CENTER OF ROLESVILLE, EZ2418'PROCEED WSW ALONG US 401 FOR 0.2 MILE TO INTERSECTION WITH PERRY EZ2418'STREET AND STATION ON LEFT, IN SOUTHERNMOST QUADRANT, IN FRONT YARD OF EZ2418'A ONE AND ONE-HALF STORY DUKE STONE RESIDENCE AND ABOUT ON PROJECTION EZ2418'OF SOUTHWEST SIDE OF HOME. 36.7 FT. SE OF C/L OF US 401, 105.5 FT. SW EZ2418'OF C/L OF PERRY ST., 109.3 FT. SSW OF RAILROAD SPIKE AT C/L OF T EZ2418'INTERSECTION, 8.5 FT. SE OF EDGE OF SIDEWALK, 84.6 FT. NW OF CENTER OF EZ2418'BOTTOM STEP TO FRONT OF HOME, 147.8 FT. ENE OF PP WITH 2 TRANSFORMERS EZ2418'AND ALUMINUM REF. TAG, AND 56.7 FT. SW OF PP WITH ALUMINUM REF. TAG EZ2418'NEAR NW END OF CYCLONE FENCE. DISK IS SET IN CONCRETE CYLINDER, 1 EZ2418'INCH BELOW THE SURFACE OF THE GROUND. EZ2418 EZ2418 STATION RECOVERY (1987) EZ2418 EZ2418'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ2418'RECOVERED IN GOOD CONDITION. EZ2418 EZ2418 STATION RECOVERY (2004) EZ2418 EZ2418'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ2418'RECOVERED AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2431 *********************************************************************** EZ2431 DESIGNATION - STRICK EZ2431 PID - EZ2431 EZ2431 STATE/COUNTY- NC/WAKE EZ2431 USGS QUAD - KNIGHTDALE (1993) EZ2431 EZ2431 *CURRENT SURVEY CONTROL EZ2431 ___________________________________________________________________ EZ2431* NAD 83(1986)- 35 48 10.40894(N) 078 24 38.11444(W) ADJUSTED EZ2431* NAVD 88 - 86.319 (meters) 283.20 (feet) ADJUSTED EZ2431 ___________________________________________________________________ EZ2431 LAPLACE CORR- -5.41 (seconds) DEFLEC99 EZ2431 GEOID HEIGHT- -33.81 (meters) GEOID03 EZ2431 DYNAMIC HT - 86.243 (meters) 282.95 (feet) COMP EZ2431 MODELED GRAV- 979,745.8 (mgal) NAVD 88 EZ2431 EZ2431 HORZ ORDER - SECOND EZ2431 VERT ORDER - SECOND CLASS II EZ2431 EZ2431.The North Carolina HARNS have been completed but, EZ2431.due to contractual restrictions, coordinates for these stations EZ2431.will NOT be published in the near future. In the interim, the EZ2431.published coordinates in North Carolina will not be EZ2431.consistent with the Continuously Operating Reference Stations EZ2431.(CORS). The HARN coordinates for these stations are available EZ2431.upon request. Contact Gary Thompson(919-733-3836). EZ2431. EZ2431.In addition, the published North Carolina positions EZ2431.(NAD 83 (1986)) are NOT consistent with those determined in EZ2431.adjacent state readjustments. The discontinuity between stations EZ2431.located in North Carolina and those in adjacent states EZ2431.which have been adjusted to the HARN may be as much as 5 EZ2431.decimeters. This will result in a significant loss of accuracy EZ2431.over lines crossing such state borders. EZ2431 EZ2431 EZ2431.The horizontal coordinates were established by classical geodetic methods EZ2431.and adjusted by the National Geodetic Survey in July 1986. EZ2431 EZ2431.The orthometric height was determined by differential leveling EZ2431.and adjusted by the National Geodetic Survey in June 1991. EZ2431 EZ2431.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2431 EZ2431.The geoid height was determined by GEOID03. EZ2431 EZ2431.The dynamic height is computed by dividing the NAVD 88 EZ2431.geopotential number by the normal gravity value computed on the EZ2431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2431.degrees latitude (g = 980.6199 gals.). EZ2431 EZ2431.The modeled gravity was interpolated from observed gravity values. EZ2431 EZ2431; North East Units Scale Factor Converg. EZ2431;SPC NC - 227,889.617 662,872.128 MT 0.99991875 +0 20 24.7 EZ2431;SPC NC - 747,667.85 2,174,772.97 sFT 0.99991875 +0 20 24.7 EZ2431;UTM 17 - 3,965,180.862 733,982.323 MT 1.00027467 +1 30 55.8 EZ2431 EZ2431! - Elev Factor x Scale Factor = Combined Factor EZ2431!SPC NC - 0.99999176 x 0.99991875 = 0.99991051 EZ2431!UTM 17 - 0.99999176 x 1.00027467 = 1.00026643 EZ2431 EZ2431: Primary Azimuth Mark Grid Az EZ2431:SPC NC - PHONE 268 35 58.5 EZ2431:UTM 17 - PHONE 267 25 27.4 EZ2431 EZ2431|---------------------------------------------------------------------| EZ2431| PID Reference Object Distance Geod. Az | EZ2431| dddmmss.s | EZ2431| EZ2430 PHONE APPROX. 0.7 KM 2685623.2 | EZ2431| EZ5711 VISHAY 186.349 METERS 28025 | EZ2431|---------------------------------------------------------------------| EZ2431 EZ2431 SUPERSEDED SURVEY CONTROL EZ2431 EZ2431 NAD 27 - 35 48 09.84925(N) 078 24 39.10730(W) AD( ) 2 EZ2431 NGVD 29 (??/??/92) 86.602 (m) 284.13 (f) ADJ UNCH 2 2 EZ2431 EZ2431.Superseded values are not recommended for survey control. EZ2431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2431.See file dsdata.txt to determine how the superseded data were derived. EZ2431 EZ2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3398265181(NAD 83) EZ2431_MARKER: DE = TRAVERSE STATION DISK EZ2431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2431_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2431_STAMPING: STRICK 1969 EZ2431_MARK LOGO: NCGS EZ2431_PROJECTION: FLUSH EZ2431_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ2431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2431+STABILITY: SURFACE MOTION EZ2431 EZ2431 HISTORY - Date Condition Report By EZ2431 HISTORY - 1969 MONUMENTED NCGS EZ2431 HISTORY - 1976 GOOD NCGS EZ2431 HISTORY - 1980 GOOD NCGS EZ2431 HISTORY - 19860101 GOOD NCGS EZ2431 HISTORY - 1987 GOOD USPSQD EZ2431 EZ2431 STATION DESCRIPTION EZ2431 EZ2431'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ2431'STRICK IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ2431'THE VICINITY OF WENDELL, NORTH CAROLINA. EZ2431' EZ2431'STRICK IS LOCATED APPROXIMATELY 2.5 MILES NORTHWEST OF WENDELL. TO EZ2431'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 64 BYPASS AND EZ2431'U.S. 64 BUSINESS WITH SR 2366 APPROXIMATELY 5.5 MILES WEST OF EZ2431'ZEBULON AND 2.5 MILES NORTHWEST OF THE TOWN OF WENDELL, GO WEST EZ2431'ON U.S. 64 FOR 0.5 MILE TO STATION ON SOUTH SIDE OF EAST BOUND EZ2431'TRAFFIC LANE AT CORNER OF WOODS, APPROXIMATELY 500 FEET WEST OF EZ2431'CROSSOVER AND 0.6 MILE EAST OF SR 1003 INTERSECTION. EZ2431' EZ2431'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ2431'STRICK 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2431'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ2431' EZ2431'MARK IS EZ2431' EZ2431'44.0 FT S OF C/L OF E BOUND LANE OF U.S. 64 EZ2431' EZ2431'43.3 FT SE OF ICE ON BRIDGE SIGN, WITH ALUMINUM REF. TAG EZ2431' EZ2431'12.8 FT NE OF 6 INCH PINE TREE WITH ALUMINUM REF. TAG EZ2431' EZ2431'51.7 FT W OF 14 INCH PINE TREE WITH ALUMINUM REF. TAG EZ2431' EZ2431'12.6 FT S OF CENTER OF DITCH S OF E BOUND LANE OF U.S. 64 EZ2431 EZ2431 STATION RECOVERY (1976) EZ2431 EZ2431'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2431'0.8 MI N FROM EAGLE ROCK. EZ2431'TO REACH STATION FROM THE JUNCTION OF US 64 BUSINESS WITH NC 97 (OLD EZ2431'US 64 BYPASS) AT HEPHZIBAH CHURCH, PROCEED WEST ALONG US 64 BUSINESS EZ2431'FOR 0.55 MILE TO STATION ON LEFT ON TOP OF A BANK AT CORNER OF WOODS, EZ2431'0.5 MILE EAST OF SR 1003 CROSSROADS. 44.0 FT. S OF CENTERLINE OF EAST EZ2431'BOUND LANE OF US 64, 2.3 FT. NE OF TELEPHONE PEDESTAL NO. P35, 12.8 EZ2431'FT. NNE OF 6 INCH PINE WITH ALUMINUM REF. TAG, 43.3 FT. SE OF ICE ON EZ2431'BRIDGE SIGN WITH ALUMINUM REF. TAG, AND 51.7 FT. WNW OF 14 INCH PINE EZ2431'WITH ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER, 2 INCHES EZ2431'BELOW THE SURFACE OF THE GROUND. EZ2431 EZ2431 STATION RECOVERY (1980) EZ2431 EZ2431'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EZ2431'THE STATION WAS RECOVERED IN GOOD CONDITION. DESCRIPTION IS ADEQUATE EZ2431'EXCEPT FOR THE FOLLOWING CORRECTIONS. STATION IS 2.5 FEET NORTHEAST OF EZ2431'A TELEPHONE PEDESTAL, 11.2 FEET NORTHEAST OF A 6 INCH PINE WITH A TAG, EZ2431'AND 32.5 FEET SOUTHEAST OF METAL--ICE ON BRIDGE--SIGN POST. EZ2431 EZ2431 STATION RECOVERY (1986) EZ2431 EZ2431'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ2431'RECOVERED AS DESCRIBED. EZ2431 EZ2431 STATION RECOVERY (1987) EZ2431 EZ2431'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ2431'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6617 *********************************************************************** EZ6617 DESIGNATION - STRICKSIX EZ6617 PID - EZ6617 EZ6617 STATE/COUNTY- NC/WAKE EZ6617 USGS QUAD - BAYLEAF (1987) EZ6617 EZ6617 *CURRENT SURVEY CONTROL EZ6617 ___________________________________________________________________ EZ6617* NAD 83(1986)- 35 54 04.91822(N) 078 39 09.41412(W) ADJUSTED EZ6617* NAVD 88 - 152.245 (meters) 499.49 (feet) ADJUSTED EZ6617 ___________________________________________________________________ EZ6617 LAPLACE CORR- -6.92 (seconds) DEFLEC99 EZ6617 GEOID HEIGHT- -32.54 (meters) GEOID03 EZ6617 DYNAMIC HT - 152.116 (meters) 499.07 (feet) COMP EZ6617 MODELED GRAV- 979,782.2 (mgal) NAVD 88 EZ6617 EZ6617 HORZ ORDER - SECOND EZ6617 VERT ORDER - SECOND CLASS II EZ6617 EZ6617.The North Carolina HARNS have been completed but, EZ6617.due to contractual restrictions, coordinates for these stations EZ6617.will NOT be published in the near future. In the interim, the EZ6617.published coordinates in North Carolina will not be EZ6617.consistent with the Continuously Operating Reference Stations EZ6617.(CORS). The HARN coordinates for these stations are available EZ6617.upon request. Contact Gary Thompson(919-733-3836). EZ6617. EZ6617.In addition, the published North Carolina positions EZ6617.(NAD 83 (1986)) are NOT consistent with those determined in EZ6617.adjacent state readjustments. The discontinuity between stations EZ6617.located in North Carolina and those in adjacent states EZ6617.which have been adjusted to the HARN may be as much as 5 EZ6617.decimeters. This will result in a significant loss of accuracy EZ6617.over lines crossing such state borders. EZ6617 EZ6617 EZ6617.The horizontal coordinates were established by classical geodetic methods EZ6617.and adjusted by the National Geodetic Survey in December 1992. EZ6617 EZ6617.The orthometric height was determined by differential leveling EZ6617.and adjusted by the National Geodetic Survey in September 1998. EZ6617 EZ6617.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6617 EZ6617.The geoid height was determined by GEOID03. EZ6617 EZ6617.The dynamic height is computed by dividing the NAVD 88 EZ6617.geopotential number by the normal gravity value computed on the EZ6617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6617.degrees latitude (g = 980.6199 gals.). EZ6617 EZ6617.The modeled gravity was interpolated from observed gravity values. EZ6617 EZ6617; North East Units Scale Factor Converg. EZ6617;SPC NC - 238,711.941 640,959.638 MT 0.99993675 +0 12 01.8 EZ6617;SPC NC - 783,174.09 2,102,881.75 sFT 0.99993675 +0 12 01.8 EZ6617;UTM 17 - 3,975,554.160 711,846.028 MT 1.00015303 +1 22 37.2 EZ6617 EZ6617! - Elev Factor x Scale Factor = Combined Factor EZ6617!SPC NC - 0.99998121 x 0.99993675 = 0.99991796 EZ6617!UTM 17 - 0.99998121 x 1.00015303 = 1.00013424 EZ6617 EZ6617 SUPERSEDED SURVEY CONTROL EZ6617 EZ6617 NGVD 29 (12/28/92) 152.52 (m) 500.4 (f) LEVELING 3 EZ6617 EZ6617.Superseded values are not recommended for survey control. EZ6617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6617.See file dsdata.txt to determine how the superseded data were derived. EZ6617 EZ6617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1184675554(NAD 83) EZ6617_MARKER: DH = HORIZONTAL CONTROL DISK EZ6617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6617_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6617_STAMPING: STRICKSIX 1985 EZ6617_MARK LOGO: NCGS EZ6617_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ6617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6617+STABILITY: SURFACE MOTION EZ6617 EZ6617 HISTORY - Date Condition Report By EZ6617 HISTORY - 1985 MONUMENTED NCGS EZ6617 HISTORY - 19870101 GOOD NCGS EZ6617 HISTORY - 20050101 MARK NOT FOUND GEOCAC EZ6617 EZ6617 STATION DESCRIPTION EZ6617 EZ6617'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ6617'THE STATION IS LOCATED IN NORTH RALEIGH. EZ6617' EZ6617'IN THE NORTHWEST QUADRANT OF THE SIX FORKS-STRICKLAND CROSSROADS. EZ6617' EZ6617'THE STATION IS A STANDARD NCGS DISK STAMPED---STRICKSIX 1985---, EZ6617'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6617'25 CM IN DIAMETER RECESSED 2 CM BELOW GROUND. LOCATED EZ6617'8.5 METERS (28.0 FT) WEST OF THE ROAD CURB, EZ6617'3.3 METERS (10.8 FT) NORTH OF THE SOUTH DRIVEWAY CURB, EZ6617'25.6 METERS (84.0 FT) SOUTH OF THE CENTER OF THE NORTH DRIVEWAY TO EZ6617'A BANK, EZ6617'0.6 METERS (2.0 FT) WEST OF THE WEST LEG OF A BANK SIGN, EZ6617'29.0 METERS (95.0 FT) EAST OF THE SOUTHEAST CORNER OF THE BANK EZ6617'BUILDING, AND EZ6617'25.8 METERS (84.8 FT) NORTH-NORTHEAST OF A FIRE HYDRANT. EZ6617' EZ6617'MARK IS 1 FT BELOW THE LEVEL OF THE HIGHWAY. EZ6617 EZ6617 STATION RECOVERY (1987) EZ6617 EZ6617'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ6617'RECOVERED AS DESCRIBED. EZ6617 EZ6617 STATION RECOVERY (2005) EZ6617 EZ6617'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ6617'BANK SIGN HAS BEEN RELOCATED. MEASURED FROM DRIVEWAY, HYDRANT, AND EZ6617'BANK BUILDING. STATION APPEARS TO BE RECESSED 15 TO 24 INCHES. DID NOT EZ6617'DIG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1035 *********************************************************************** EZ1035 DESIGNATION - STROUD EZ1035 PID - EZ1035 EZ1035 STATE/COUNTY- NC/WAKE EZ1035 USGS QUAD - FUQUAY-VARINA (1993) EZ1035 EZ1035 *CURRENT SURVEY CONTROL EZ1035 ___________________________________________________________________ EZ1035* NAD 83(1986)- 35 35 47.78527(N) 078 45 32.44406(W) ADJUSTED EZ1035* NAVD 88 - 119.792 (meters) 393.02 (feet) ADJUSTED EZ1035 ___________________________________________________________________ EZ1035 LAPLACE CORR- -4.79 (seconds) DEFLEC99 EZ1035 GEOID HEIGHT- -32.80 (meters) GEOID03 EZ1035 DYNAMIC HT - 119.687 (meters) 392.67 (feet) COMP EZ1035 MODELED GRAV- 979,755.3 (mgal) NAVD 88 EZ1035 EZ1035 HORZ ORDER - SECOND EZ1035 VERT ORDER - SECOND CLASS 0 EZ1035 EZ1035.The North Carolina HARNS have been completed but, EZ1035.due to contractual restrictions, coordinates for these stations EZ1035.will NOT be published in the near future. In the interim, the EZ1035.published coordinates in North Carolina will not be EZ1035.consistent with the Continuously Operating Reference Stations EZ1035.(CORS). The HARN coordinates for these stations are available EZ1035.upon request. Contact Gary Thompson(919-733-3836). EZ1035. EZ1035.In addition, the published North Carolina positions EZ1035.(NAD 83 (1986)) are NOT consistent with those determined in EZ1035.adjacent state readjustments. The discontinuity between stations EZ1035.located in North Carolina and those in adjacent states EZ1035.which have been adjusted to the HARN may be as much as 5 EZ1035.decimeters. This will result in a significant loss of accuracy EZ1035.over lines crossing such state borders. EZ1035 EZ1035 EZ1035.The horizontal coordinates were established by classical geodetic methods EZ1035.and adjusted by the National Geodetic Survey in July 1986. EZ1035 EZ1035.The orthometric height was determined by differential leveling EZ1035.and adjusted by the National Geodetic Survey in June 1991. EZ1035 EZ1035.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1035 EZ1035.The geoid height was determined by GEOID03. EZ1035 EZ1035.The dynamic height is computed by dividing the NAVD 88 EZ1035.geopotential number by the normal gravity value computed on the EZ1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1035.degrees latitude (g = 980.6199 gals.). EZ1035 EZ1035.The modeled gravity was interpolated from observed gravity values. EZ1035 EZ1035; North East Units Scale Factor Converg. EZ1035;SPC NC - 204,872.220 631,437.273 MT 0.99989065 +0 08 20.7 EZ1035;SPC NC - 672,151.61 2,071,640.45 sFT 0.99989065 +0 08 20.7 EZ1035;UTM 17 - 3,941,519.442 703,015.317 MT 1.00010792 +1 18 17.5 EZ1035 EZ1035! - Elev Factor x Scale Factor = Combined Factor EZ1035!SPC NC - 0.99998635 x 0.99989065 = 0.99987700 EZ1035!UTM 17 - 0.99998635 x 1.00010792 = 1.00009426 EZ1035 EZ1035|---------------------------------------------------------------------| EZ1035| PID Reference Object Distance Geod. Az | EZ1035| dddmmss.s | EZ1035| EZ1034 NORFOLK 373.137 METERS 04915 | EZ1035| EZ1036 TOP 245.991 METERS 25415 | EZ1035|---------------------------------------------------------------------| EZ1035 EZ1035 SUPERSEDED SURVEY CONTROL EZ1035 EZ1035 NAD 27 - 35 35 47.22803(N) 078 45 33.40990(W) AD( ) 2 EZ1035 NGVD 29 (??/??/92) 120.060 (m) 393.90 (f) ADJ UNCH 2 0 EZ1035 EZ1035.Superseded values are not recommended for survey control. EZ1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1035.See file dsdata.txt to determine how the superseded data were derived. EZ1035 EZ1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0301541519(NAD 83) EZ1035_MARKER: DE = TRAVERSE STATION DISK EZ1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1035_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1035_STAMPING: STROUD 1972 EZ1035_MARK LOGO: NCGS EZ1035_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1035+STABILITY: SURFACE MOTION EZ1035 EZ1035 HISTORY - Date Condition Report By EZ1035 HISTORY - 1972 MONUMENTED NCGS EZ1035 HISTORY - 1973 GOOD NCGS EZ1035 HISTORY - 1973 GOOD NCGS EZ1035 HISTORY - 1976 GOOD NGS EZ1035 HISTORY - 19990928 MARK NOT FOUND NCGS EZ1035 EZ1035 STATION DESCRIPTION EZ1035 EZ1035'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ1035'STROUD IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ1035'VICINITY OF FUQUAY-VARINA, NORTH CAROLINA. EZ1035' EZ1035'STROUD IS LOCATED APPROXIMATELY 2.4 MILES ENE OF THE CENTER OF EZ1035'FUQUAY-VARINA. TO REACH STATION FROM FUQUAY-VARINA, PROCEED ENE EZ1035'ALONG US 401 FOR 2.7 MILES TO JUNCTION WITH NC 55-42 AND STATION IN EZ1035'THE EAST QUADRANT OF INTERSECTION, APPROXIMATELY 100 FEET NW OF EZ1035'INTERSECTION OF NC 55 AND NC 42 WITH SR 2795, IN SHOULDER OF ROAD EZ1035'FORMED BY ASPHALT CURB, APPROXIMATELY 200 FEET SOUTH OF EZ1035'SOUTHERNMOST DIRT ENTRANCE TO STROUD MOBILE HOME LOT, AND EZ1035'APPROXIMATELY 200 FEET SSW OF SOUTHERNMOST ENTRANCE TO CAPITAL EZ1035'MOBILE HOME LOT. EZ1035' EZ1035'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED STROUD EZ1035'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EZ1035'FLUSH WITH THE GROUND. EZ1035' EZ1035'MARK IS-- EZ1035'58.5 FEET SSE OF C/L OF US 401. EZ1035'35.0 FEET E OF PROJECTED C/L OF NC 55 AND NC 42. EZ1035'83.5 FEET N OF C/L OF SR 2795 ENTRANCE. EZ1035'111.0 FEET NNW OF 26 INCH POPLAR WITH ALUMINUM REF. TAG. EZ1035'54.5 FEET NE OF 4X4 KEEP RIGHT HIGHWAY SIGN WITH ALUMINUM REF. EZ1035'TAG. EZ1035 EZ1035 STATION RECOVERY (1973) EZ1035 EZ1035'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1035'2.4 MI ENE FROM FUQUAY VARINA. EZ1035'STROUD IS LOCATED APPROXIMATELY 14.2 MILES SSW OF CAPITOL SQUARE EZ1035'IN RALEIGH. STATION IS AT THE JUNCTION OF U.S. 401 WITH NC 55-42, EZ1035'IN THE EAST QUADRANT OF INTERSECTION AND NORTH OF C/L SR 2995 EZ1035'LEADING EAST, IN SHOULDER OF ROAD FORMED BY ASPHALT CURB AND EZ1035'APPROXIMATELY 200 FT SOUTH OF WESTERNMOST ENTRANCE TO STROUD EZ1035'MOBILE HOME LOT, 58.5 FT SSE OF C/L OF U.S. 401, 35.0 FT E OF EZ1035'PROJECTED C/L OF NC 55 AND NC 42, 83.5 FT N OF C/L OF SR 2795, EZ1035'02.6 FT E OF CURB, 6.0 FT NW OF RALEIGH-FUQUAY VARINA SIGN POST, EZ1035'54.5 FT NE OF 4 X 4 KEEP RIGHT SIGN POST W/ALUMINUM REF. TAG, AND EZ1035'111.0 FT NNW OF 26 IN WILLOW W/ALUMINUM REF. TAG. DISK IS SET IN EZ1035'CONCRETE CYLINDER FLUSH WITH THE SURFACE OF THE GROUND. EZ1035 EZ1035 STATION RECOVERY (1973) EZ1035 EZ1035'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1035'LOCATED APPROXIMATELY 14.2 MILES SSW OF CAPITOL SQUARE IN RALEIGH. EZ1035'STATION IS AT THE JUNCTION OF US 401 WITH NC 55-42, IN THE EAST EZ1035'QUADRANT OF INTERSECTION AND NORTH OF C/L SR 2995 LEADING EAST, IN EZ1035'SHOULDER OF ROAD FORMED BY ASPHALT CURB AND APPROXIMATELY 200 FT. EZ1035'SOUTH OF WESTERNMOST ENTRANCE TO STROUD MOBILE HOME LOT. 58.5 FT. SSE EZ1035'OF C/L OF US 401, 35.0 FT. E OF PROJECTED C/L OF NC 55 AND NC 42, 83.5 EZ1035'FT. N OF C/L OF SR 2795, 02.6 FT. E OF CURB, 6.0 FT. NW OF EZ1035'RALEIGH-FUQUAY VARINA SIGN POST, 54.5 FT. NE OF 4X4 KEEP RIGHT SIGN EZ1035'POST W/ALUMINUM REF. TAG, AND 111.0 FT. NNW OF 26 IN. WILLOW EZ1035'W/ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER FLUSH WITH THE EZ1035'SURFACE OF THE GROUND. EZ1035 EZ1035 STATION RECOVERY (1976) EZ1035 EZ1035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ACD) EZ1035'STATION RECOVERED IN GOOD CONDITION. EZ1035' EZ1035'STATION IS ALSO 89.0 FT SSE OF CENTER OF U.S. 401 EZ1035' EZ1035'57.0 FT NNE OF SOUTHERNMOST END OF TRAFFIC ISLAND EZ1035' EZ1035'56.0 FT SE OF NORTHERNMOST END OF ISLAND EZ1035' EZ1035'12.5 FT NW OF NORTHERNMOST WATER VALVE BOX IN AREA EZ1035' EZ1035'30.8 FT N OF SOUTHERNMOST WATER VALVE BOX IN AREA EZ1035' EZ1035'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EZ1035'2.4 MILES ENE OF FUQUAY-VARINA. EZ1035 EZ1035 STATION RECOVERY (1999) EZ1035 EZ1035'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL) EZ1035'STATION BELIEVED LOST, REFERENCE AREA IS NOW CONCRETE SIDEWALK. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6618 *********************************************************************** EZ6618 DESIGNATION - STRUBLE EZ6618 PID - EZ6618 EZ6618 STATE/COUNTY- NC/WAKE EZ6618 USGS QUAD - BAYLEAF (1987) EZ6618 EZ6618 *CURRENT SURVEY CONTROL EZ6618 ___________________________________________________________________ EZ6618* NAD 83(1986)- 35 53 06.79042(N) 078 38 47.00270(W) ADJUSTED EZ6618* NAVD 88 - 129.075 (meters) 423.47 (feet) ADJUSTED EZ6618 ___________________________________________________________________ EZ6618 LAPLACE CORR- -6.97 (seconds) DEFLEC99 EZ6618 GEOID HEIGHT- -32.61 (meters) GEOID03 EZ6618 DYNAMIC HT - 128.966 (meters) 423.12 (feet) COMP EZ6618 MODELED GRAV- 979,782.2 (mgal) NAVD 88 EZ6618 EZ6618 HORZ ORDER - SECOND EZ6618 VERT ORDER - SECOND CLASS II EZ6618 EZ6618.The North Carolina HARNS have been completed but, EZ6618.due to contractual restrictions, coordinates for these stations EZ6618.will NOT be published in the near future. In the interim, the EZ6618.published coordinates in North Carolina will not be EZ6618.consistent with the Continuously Operating Reference Stations EZ6618.(CORS). The HARN coordinates for these stations are available EZ6618.upon request. Contact Gary Thompson(919-733-3836). EZ6618. EZ6618.In addition, the published North Carolina positions EZ6618.(NAD 83 (1986)) are NOT consistent with those determined in EZ6618.adjacent state readjustments. The discontinuity between stations EZ6618.located in North Carolina and those in adjacent states EZ6618.which have been adjusted to the HARN may be as much as 5 EZ6618.decimeters. This will result in a significant loss of accuracy EZ6618.over lines crossing such state borders. EZ6618 EZ6618 EZ6618.The horizontal coordinates were established by classical geodetic methods EZ6618.and adjusted by the National Geodetic Survey in December 1992. EZ6618 EZ6618.The orthometric height was determined by differential leveling EZ6618.and adjusted by the National Geodetic Survey in September 1998. EZ6618 EZ6618.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6618 EZ6618.The geoid height was determined by GEOID03. EZ6618 EZ6618.The dynamic height is computed by dividing the NAVD 88 EZ6618.geopotential number by the normal gravity value computed on the EZ6618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6618.degrees latitude (g = 980.6199 gals.). EZ6618 EZ6618.The modeled gravity was interpolated from observed gravity values. EZ6618 EZ6618; North East Units Scale Factor Converg. EZ6618;SPC NC - 236,922.472 641,527.983 MT 0.99993359 +0 12 14.7 EZ6618;SPC NC - 777,303.14 2,104,746.39 sFT 0.99993359 +0 12 14.7 EZ6618;UTM 17 - 3,973,776.345 712,451.121 MT 1.00015620 +1 22 48.4 EZ6618 EZ6618! - Elev Factor x Scale Factor = Combined Factor EZ6618!SPC NC - 0.99998486 x 0.99993359 = 0.99991845 EZ6618!UTM 17 - 0.99998486 x 1.00015620 = 1.00014106 EZ6618 EZ6618 SUPERSEDED SURVEY CONTROL EZ6618 EZ6618 NGVD 29 (12/28/92) 129.36 (m) 424.4 (f) LEVELING 3 EZ6618 EZ6618.Superseded values are not recommended for survey control. EZ6618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6618.See file dsdata.txt to determine how the superseded data were derived. EZ6618 EZ6618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1245173776(NAD 83) EZ6618_MARKER: DH = HORIZONTAL CONTROL DISK EZ6618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6618_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6618_STAMPING: STRUBLE 1985 EZ6618_MARK LOGO: NCGS EZ6618_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6618+STABILITY: SURFACE MOTION EZ6618 EZ6618 HISTORY - Date Condition Report By EZ6618 HISTORY - 1985 MONUMENTED NCGS EZ6618 HISTORY - 19870101 GOOD NCGS EZ6618 EZ6618 STATION DESCRIPTION EZ6618 EZ6618'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ6618'THE STATION IS LOCATED IN NORTH RALEIGH. EZ6618' EZ6618'ALONG SIX FORKS ROAD, 1.9 KM (1.15 MI) SOUTH FROM THE CROSSROADS AT EZ6618'SIX FORKS, OR 0.2 KM (0.1 MI) NORTH FROM THE INTERSECTION WITH EZ6618'CROWN OAKS DRIVE, IN THE SOUTHEAST QUADRANT OF THE INTERSECTION WITH EZ6618'A PAVED DRIVE. EZ6618' EZ6618'THE STATION IS A STANDARD NCGS DISK STAMPED---STRUBLE 1985---, EZ6618'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6618'25 CM IN DIAMETER RECESSED 2 CM BELOW GROUND. LOCATED EZ6618'13.4 METERS (44.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, EZ6618'8.6 METERS (28.1 FT) SOUTH OF THE CENTERLINE OF A DRIVEWAY, EZ6618'7.5 METERS (24.7 FT) EAST-SOUTHEAST OF THE SOUTH END OF A CULVERT EZ6618'UNDER A DRIVEWAY, EZ6618'0.6 METERS (2.0 FT) WEST OF THE EAST END OF AN INVESTMENT REAL EZ6618'ESTATE SIGN, EZ6618'32.2 METERS (105.6 FT) NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF A EZ6618'BUILDING, AND EZ6618'3.8 METERS (12.3 FT) EAST OF A POWER POLE WITH A REFERENCE TAG. EZ6618' EZ6618'MARK IS 2 FT ABOVE THE LEVEL OF THE HIGHWAY. EZ6618 EZ6618 STATION RECOVERY (1987) EZ6618 EZ6618'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ6618'RECOVERED AS DESCRIBED. MARK IS ON PROLONGATION OF STONE REAL ESTATE EZ6618'SIGN. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3296 *********************************************************************** EZ3296 DESIGNATION - STUART EZ3296 PID - EZ3296 EZ3296 STATE/COUNTY- NC/WAKE EZ3296 USGS QUAD - RALEIGH WEST (1988) EZ3296 EZ3296 *CURRENT SURVEY CONTROL EZ3296 ___________________________________________________________________ EZ3296* NAD 83(1986)- 35 45 08.68025(N) 078 41 26.54095(W) ADJUSTED EZ3296* NAVD 88 - 117.405 (meters) 385.19 (feet) ADJUSTED EZ3296 ___________________________________________________________________ EZ3296 LAPLACE CORR- -6.87 (seconds) DEFLEC99 EZ3296 GEOID HEIGHT- -32.75 (meters) GEOID03 EZ3296 DYNAMIC HT - 117.303 (meters) 384.85 (feet) COMP EZ3296 MODELED GRAV- 979,762.2 (mgal) NAVD 88 EZ3296 EZ3296 HORZ ORDER - SECOND EZ3296 VERT ORDER - FIRST CLASS II EZ3296 EZ3296.The North Carolina HARNS have been completed but, EZ3296.due to contractual restrictions, coordinates for these stations EZ3296.will NOT be published in the near future. In the interim, the EZ3296.published coordinates in North Carolina will not be EZ3296.consistent with the Continuously Operating Reference Stations EZ3296.(CORS). The HARN coordinates for these stations are available EZ3296.upon request. Contact Gary Thompson(919-733-3836). EZ3296. EZ3296.In addition, the published North Carolina positions EZ3296.(NAD 83 (1986)) are NOT consistent with those determined in EZ3296.adjacent state readjustments. The discontinuity between stations EZ3296.located in North Carolina and those in adjacent states EZ3296.which have been adjusted to the HARN may be as much as 5 EZ3296.decimeters. This will result in a significant loss of accuracy EZ3296.over lines crossing such state borders. EZ3296 EZ3296 EZ3296.The horizontal coordinates were established by classical geodetic methods EZ3296.and adjusted by the National Geodetic Survey in March 1992. EZ3296 EZ3296.The orthometric height was determined by differential leveling EZ3296.and adjusted by the National Geodetic Survey in December 1991. EZ3296 EZ3296.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3296 EZ3296.The geoid height was determined by GEOID03. EZ3296 EZ3296.The dynamic height is computed by dividing the NAVD 88 EZ3296.geopotential number by the normal gravity value computed on the EZ3296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ3296.degrees latitude (g = 980.6199 gals.). EZ3296 EZ3296.The modeled gravity was interpolated from observed gravity values. EZ3296 EZ3296; North East Units Scale Factor Converg. EZ3296;SPC NC - 222,174.499 637,572.687 MT 0.99991067 +0 10 42.7 EZ3296;SPC NC - 728,917.50 2,091,769.72 sFT 0.99991067 +0 10 42.7 EZ3296;UTM 17 - 3,958,947.116 708,797.904 MT 1.00013725 +1 20 59.2 EZ3296 EZ3296! - Elev Factor x Scale Factor = Combined Factor EZ3296!SPC NC - 0.99998671 x 0.99991067 = 0.99989738 EZ3296!UTM 17 - 0.99998671 x 1.00013725 = 1.00012396 EZ3296 EZ3296: Primary Azimuth Mark Grid Az EZ3296:SPC NC - WAK 87 072 28 38.9 EZ3296:UTM 17 - WAK 87 071 18 22.4 EZ3296 EZ3296|---------------------------------------------------------------------| EZ3296| PID Reference Object Distance Geod. Az | EZ3296| dddmmss.s | EZ3296| EZ3287 WAK 87 APPROX. 1.0 KM 0723921.6 | EZ3296|---------------------------------------------------------------------| EZ3296 EZ3296 SUPERSEDED SURVEY CONTROL EZ3296 EZ3296 NAVD 88 (06/15/91) 117.399 (m) 385.17 (f) UNKNOWN 1 2 EZ3296 NGVD 29 (12/28/92) 117.66 (m) 386.0 (f) LEVELING 3 EZ3296 EZ3296.Superseded values are not recommended for survey control. EZ3296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3296.See file dsdata.txt to determine how the superseded data were derived. EZ3296 EZ3296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0879858947(NAD 83) EZ3296_MARKER: DH = HORIZONTAL CONTROL DISK EZ3296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3296_SP_SET: CONCRETE POST EZ3296_STAMPING: STUART 1984 EZ3296_MARK LOGO: NCGS EZ3296_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ3296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3296+STABILITY: SURFACE MOTION EZ3296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ3296+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005 EZ3296 EZ3296 HISTORY - Date Condition Report By EZ3296 HISTORY - 1984 MONUMENTED NCGS EZ3296 HISTORY - 1984 GOOD NCGS EZ3296 HISTORY - 1985 GOOD USPSQD EZ3296 HISTORY - 1987 GOOD USPSQD EZ3296 HISTORY - 19881031 GOOD NCGS EZ3296 HISTORY - 20030408 GOOD USPSQD EZ3296 HISTORY - 20040521 GOOD USPSQD EZ3296 HISTORY - 20050724 GOOD USPSQD EZ3296 EZ3296 STATION DESCRIPTION EZ3296 EZ3296'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ3296'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) SOUTHWEST OF THE EZ3296'CAPITOL SQUARE IN RALEIGH. EZ3296' EZ3296'ALONG I 40 FOR 0.9 KM (0.55 MI) EAST OF THE GORMAN STREET OVERPASS EZ3296'AND 0.3 KM (0.2 MI) EAST OF THE SR 1348 OVERPASS, ON THE SOUTH SIDE EZ3296'OF I 40, ABOUT 300 FT WEST OF A SMALL BRANCH RUNNING UNDER THE EZ3296'HIGHWAY. EZ3296' EZ3296'THE STATION IS A STANDARD NCGS DISK STAMPED---STUART 1984---, EZ3296'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ3296'25 CM IN DIAMETER FLUSH WITH THE ASPHALT. LOCATED EZ3296'5.7 METERS (18.7 FT) SOUTH OF THE EDGE OF THE PAVEMENT, EZ3296'8.0 METERS (26.2 FT) SOUTH-SOUTHWEST OF THE HIGHWAY STATION EZ3296'NUMBER--50+00--IMPRINT, EZ3296'25.8 METERS (84.6 FT) EAST-NORTHEAST OF A SIGN POST, EZ3296'28.6 METERS (93.8 FT) WEST OF THE WEST END OF THE SOUTH GUARD RAIL, EZ3296'AND 16.6 METERS (54.5 FT) NORTH OF A 10-INCH PINE WITH A REFERENCE EZ3296'TAG. EZ3296' EZ3296'MARK IS LEVEL WITH HIGHWAY. EZ3296 EZ3296 STATION RECOVERY (1984) EZ3296 EZ3296'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ3296'5.6 KM (3.0 MI) SW FROM RALEIGH. EZ3296'5.6 KM (3.0 MI) SOUTHWEST OF THE CAPITAL IN RALEIGH, 0.9 KM (0.55 MI) EZ3296'EAST ALONG I 40 FROM THE GORMAN STREET OVERPASS, 0.3 KM (0.2 MI) EAST EZ3296'OF SR1348 OVERPASS, ON SOUTH SIDE OF I 40, ABOUT 300 FEET WEST OF A EZ3296'BRANCH RUNNING UNDER THE INTERSTATE, 5.7 METERS (18.7 FT) SOUTH OF EZ3296'EDGE OF PAVEMENT, 8.0 METERS (26.2 FT) SOUTH-SOUTHWEST OF HIGHWAY EZ3296'STATION 50+00 IMPRINT, 25.8 METERS (84.6 FT) EAST-NORTHEAST OF A SIGN EZ3296'POST, 28.6 METERS (93.8 FT) WEST OF THE WEST END OF THE SOUTH GUARD EZ3296'RAIL, 16.6 METERS (54.5 FT) NORTH OF A 10-INCH PINE TREE WITH A EZ3296'REFERENCE TAG, AND ABOUT LEVEL WITH THE INTERSTATE. EZ3296 EZ3296 STATION RECOVERY (1985) EZ3296 EZ3296'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ3296'RECOVERED IN GOOD CONDITION. EZ3296 EZ3296 STATION RECOVERY (1987) EZ3296 EZ3296'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ3296'RECOVERED IN GOOD CONDITION. EZ3296 EZ3296 STATION RECOVERY (1988) EZ3296 EZ3296'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ3296'RECOVERED IN GOOD CONDITION. EZ3296 EZ3296 STATION RECOVERY (2003) EZ3296 EZ3296'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ3296'RECOVERED IN GOOD CONDITION. EZ3296 EZ3296 STATION RECOVERY (2004) EZ3296 EZ3296'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ3296'RECOVERED IN GOOD CONDITION. EZ3296 EZ3296 STATION RECOVERY (2005) EZ3296 EZ3296'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM) EZ3296'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1900 *********************************************************************** EZ1900 DESIGNATION - STUMP EZ1900 PID - EZ1900 EZ1900 STATE/COUNTY- NC/WAKE EZ1900 USGS QUAD - BAYLEAF (1987) EZ1900 EZ1900 *CURRENT SURVEY CONTROL EZ1900 ___________________________________________________________________ EZ1900* NAD 83(1986)- 35 59 26.91884(N) 078 41 06.98811(W) ADJUSTED EZ1900* NAVD 88 - 118.269 (meters) 388.02 (feet) ADJUSTED EZ1900 ___________________________________________________________________ EZ1900 LAPLACE CORR- -6.98 (seconds) DEFLEC99 EZ1900 GEOID HEIGHT- -32.17 (meters) GEOID03 EZ1900 DYNAMIC HT - 118.171 (meters) 387.70 (feet) COMP EZ1900 MODELED GRAV- 979,799.4 (mgal) NAVD 88 EZ1900 EZ1900 HORZ ORDER - SECOND EZ1900 VERT ORDER - SECOND CLASS I EZ1900 EZ1900.The North Carolina HARNS have been completed but, EZ1900.due to contractual restrictions, coordinates for these stations EZ1900.will NOT be published in the near future. In the interim, the EZ1900.published coordinates in North Carolina will not be EZ1900.consistent with the Continuously Operating Reference Stations EZ1900.(CORS). The HARN coordinates for these stations are available EZ1900.upon request. Contact Gary Thompson(919-733-3836). EZ1900. EZ1900.In addition, the published North Carolina positions EZ1900.(NAD 83 (1986)) are NOT consistent with those determined in EZ1900.adjacent state readjustments. The discontinuity between stations EZ1900.located in North Carolina and those in adjacent states EZ1900.which have been adjusted to the HARN may be as much as 5 EZ1900.decimeters. This will result in a significant loss of accuracy EZ1900.over lines crossing such state borders. EZ1900 EZ1900 EZ1900.The horizontal coordinates were established by classical geodetic methods EZ1900.and adjusted by the National Geodetic Survey in July 1986. EZ1900 EZ1900.The orthometric height was determined by differential leveling EZ1900.and adjusted by the National Geodetic Survey in June 1991. EZ1900 EZ1900.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1900 EZ1900.The geoid height was determined by GEOID03. EZ1900 EZ1900.The dynamic height is computed by dividing the NAVD 88 EZ1900.geopotential number by the normal gravity value computed on the EZ1900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1900.degrees latitude (g = 980.6199 gals.). EZ1900 EZ1900.The modeled gravity was interpolated from observed gravity values. EZ1900 EZ1900; North East Units Scale Factor Converg. EZ1900;SPC NC - 248,626.119 637,980.020 MT 0.99995566 +0 10 53.9 EZ1900;SPC NC - 815,700.86 2,093,106.12 sFT 0.99995566 +0 10 53.9 EZ1900;UTM 17 - 3,985,406.955 708,662.619 MT 1.00013652 +1 21 38.7 EZ1900 EZ1900! - Elev Factor x Scale Factor = Combined Factor EZ1900!SPC NC - 0.99998649 x 0.99995566 = 0.99994215 EZ1900!UTM 17 - 0.99998649 x 1.00013652 = 1.00012301 EZ1900 EZ1900: Primary Azimuth Mark Grid Az EZ1900:SPC NC - FN 34 002 44 00.7 EZ1900:UTM 17 - FN 34 001 33 15.9 EZ1900 EZ1900|---------------------------------------------------------------------| EZ1900| PID Reference Object Distance Geod. Az | EZ1900| dddmmss.s | EZ1900| EZ1899 FN 34 APPROX. 0.6 KM 0025454.6 | EZ1900| EZ0875 FN 45 283.839 METERS 18541 | EZ1900|---------------------------------------------------------------------| EZ1900 EZ1900 SUPERSEDED SURVEY CONTROL EZ1900 EZ1900 NAD 27 - 35 59 26.39025(N) 078 41 07.96867(W) AD( ) 2 EZ1900 NGVD 29 (03/05/92) 118.539 (m) 388.91 (f) ADJUSTED 2 1 EZ1900 EZ1900.Superseded values are not recommended for survey control. EZ1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1900.See file dsdata.txt to determine how the superseded data were derived. EZ1900 EZ1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0866385407(NAD 83) EZ1900_MARKER: DE = TRAVERSE STATION DISK EZ1900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1900_SP_SET: CONCRETE POST EZ1900_STAMPING: STUMP 1970 EZ1900_MARK LOGO: NCGS EZ1900_PROJECTION: FLUSH EZ1900_MAGNETIC: N = NO MAGNETIC MATERIAL EZ1900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1900+STABILITY: SURFACE MOTION EZ1900 EZ1900 HISTORY - Date Condition Report By EZ1900 HISTORY - 1970 MONUMENTED NCGS EZ1900 HISTORY - 1977 GOOD NCGS EZ1900 HISTORY - 1977 GOOD NCGS EZ1900 HISTORY - 19850101 SEE DESCRIPTION NCGS EZ1900 EZ1900 STATION DESCRIPTION EZ1900 EZ1900'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ1900'STUMP IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ1900'VICINITY OF NORTHWEST WAKE COUNTY. EZ1900' EZ1900'STUMP IS LOCATED APPROXIMATELY 4.0 MILES NORTHWEST OF BAYLEAF AND EZ1900'6.2 MILES NNW OF LEESVILLE. TO REACH STATION PROCEED FROM EZ1900'INTERSECTION OF NC 50 AND NC 98, GO NORTH ON NC 50 FOR 0.15 MILE TO EZ1900'STATION ON RIGHT, ON TOP OF BANK, AND 0.95 MILE SOUTH OF EZ1900'INTERSECTION OF NC 50 AND SR 1831. EZ1900' EZ1900'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ1900'STUMP 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ1900'IS FLUSH WITH THE SURFACE OF THE GROUND. EZ1900' EZ1900'MARK IS-- EZ1900'36.6 FEET E OF C/L OF NC 50. EZ1900'7.5 FEET E OF 14 INCH HIGH TREE STUMP. EZ1900'25.3 FEET W OF ALUMINUM REF. TAG ON 4 INCH GUM TREE. EZ1900'82.7 FEET S OF ALUMINUM REF. TAG ON TWIN GUM TREE. EZ1900'22.6 FEET WNW OF ALUMINUM REF. TAG ON 4 INCH PINE TREE. EZ1900 EZ1900 STATION RECOVERY (1977) EZ1900 EZ1900'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (HGG) EZ1900'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ1900' EZ1900'MARK IS 130.0 FEET NORTH-NORTHEAST OF THE CENTER OF A TELEPHONE EZ1900'PEDESTAL. EZ1900 EZ1900 STATION RECOVERY (1977) EZ1900 EZ1900'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 EZ1900'9.0 MI SOUTH FROM CREEDMOOR. EZ1900'STATION IS LOCATED APPROXIMATELY 4.0 MILES NORTHWEST OF BAYLEAF EZ1900'COMMUNITY. TO REACH STATION FROM THE INTERSECTION OF NC 50 AND NC 98, EZ1900'PROCEED NORTH ALONG NC 50 FOR 0.15 MILE TO STATION ON RIGHT, ON TOP EZ1900'OF BANK, 36.6 FT. EAST OF CENTERLINE OF NC 50, 25.3 FT. WEST OF 4 EZ1900'INCH GUM WITH ALUMINUM REF. TAG, 82.7 FT. SOUTH OF TWIN GUM WITH EZ1900'ALUMINUM REF. TAG, 22.6 FT. WEST NORTHWEST OF 4 INCH PINE WITH EZ1900'ALUMINUM REF. TAG AND 130.0 FT. NORTH NORTHEAST OF CENTER OF TOP OF EZ1900'TELEPHONE PEDESTAL. EZ1900 EZ1900 STATION RECOVERY (1985) EZ1900 EZ1900'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ1900'STATION HAS BEEN DESTROYED. NC 98 INTERSECTION HAS CHANGED EZ1900'CONSIDERABLY--ALL REFERENCES ARE GONE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4352 *********************************************************************** EZ4352 DESIGNATION - SUE EZ4352 PID - EZ4352 EZ4352 STATE/COUNTY- NC/WAKE EZ4352 USGS QUAD - CLAYTON (1993) EZ4352 EZ4352 *CURRENT SURVEY CONTROL EZ4352 ___________________________________________________________________ EZ4352* NAD 83(1986)- 35 44 20.29630(N) 078 29 34.03501(W) ADJUSTED EZ4352* NAVD 88 - 83.0 (meters) 272. (feet) VERTCON EZ4352 ___________________________________________________________________ EZ4352 LAPLACE CORR- -6.32 (seconds) DEFLEC99 EZ4352 GEOID HEIGHT- -33.65 (meters) GEOID03 EZ4352 EZ4352 HORZ ORDER - SECOND EZ4352 EZ4352.The North Carolina HARNS have been completed but, EZ4352.due to contractual restrictions, coordinates for these stations EZ4352.will NOT be published in the near future. In the interim, the EZ4352.published coordinates in North Carolina will not be EZ4352.consistent with the Continuously Operating Reference Stations EZ4352.(CORS). The HARN coordinates for these stations are available EZ4352.upon request. Contact Gary Thompson(919-733-3836). EZ4352. EZ4352.In addition, the published North Carolina positions EZ4352.(NAD 83 (1986)) are NOT consistent with those determined in EZ4352.adjacent state readjustments. The discontinuity between stations EZ4352.located in North Carolina and those in adjacent states EZ4352.which have been adjusted to the HARN may be as much as 5 EZ4352.decimeters. This will result in a significant loss of accuracy EZ4352.over lines crossing such state borders. EZ4352 EZ4352 EZ4352.The horizontal coordinates were established by classical geodetic methods EZ4352.and adjusted by the National Geodetic Survey in July 1986. EZ4352 EZ4352.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4352 EZ4352.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4352 EZ4352.The geoid height was determined by GEOID03. EZ4352 EZ4352; North East Units Scale Factor Converg. EZ4352;SPC NC - 220,757.039 655,479.210 MT 0.99990865 +0 17 33.9 EZ4352;SPC NC - 724,267.05 2,150,518.04 sFT 0.99990865 +0 17 33.9 EZ4352;UTM 17 - 3,957,895.857 726,734.602 MT 1.00023353 +1 27 54.3 EZ4352 EZ4352! - Elev Factor x Scale Factor = Combined Factor EZ4352!SPC NC - 0.99999225 x 0.99990865 = 0.99990090 EZ4352!UTM 17 - 0.99999225 x 1.00023353 = 1.00022578 EZ4352 EZ4352 SUPERSEDED SURVEY CONTROL EZ4352 EZ4352 NAD 27 - 35 44 19.75239(N) 078 29 35.03146(W) AD( ) 2 EZ4352 NGVD 29 (07/19/86) 83.3 (m) 273. (f) VERT ANG EZ4352 EZ4352.Superseded values are not recommended for survey control. EZ4352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4352.See file dsdata.txt to determine how the superseded data were derived. EZ4352 EZ4352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2673557896(NAD 83) EZ4352_MARKER: DE = TRAVERSE STATION DISK EZ4352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4352_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4352_STAMPING: SUE 1965 EZ4352_MARK LOGO: NCGS EZ4352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4352+STABILITY: SURFACE MOTION EZ4352 EZ4352 HISTORY - Date Condition Report By EZ4352 HISTORY - 1965 MONUMENTED NCGS EZ4352 EZ4352 STATION DESCRIPTION EZ4352 EZ4352'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ4352'SUE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ4352'THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ4352' EZ4352'SUE IS 8.65 MILES SE OF RALEIGH. LOCATED 0.5 MILES SW ALONG EZ4352'SR 2555 FROM SR 2511. 1.55 MILES NE ALONG SR 2555 FROM NEUSE EZ4352'RIVER BRIDGE AND ON W SIDE OF SR 2555 IN YARD OF BRICK HOUSE. EZ4352' EZ4352'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ4352'SUE 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ4352'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ4352' EZ4352'MARK IS EZ4352' EZ4352'23.1 FT W OF C/L OF SR 2555 EZ4352' EZ4352'14.0 FT W OF YELLOW ARROW PAINTED ON SR 2555 EZ4352' EZ4352'32.8 FT N OF TP WITH ALUMINUM REF. TAG EZ4352' EZ4352'66.6 FT NE OF S CORNER OF PORCH EZ4352' EZ4352'84.8 FT W OF PP 230 WITH ALUMINUM REF. TAG EZ4352' EZ4352'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3278 *********************************************************************** EZ3278 DESIGNATION - SUNNY EZ3278 PID - EZ3278 EZ3278 STATE/COUNTY- NC/WAKE EZ3278 USGS QUAD - RALEIGH EAST (1993) EZ3278 EZ3278 *CURRENT SURVEY CONTROL EZ3278 ___________________________________________________________________ EZ3278* NAD 83(1986)- 35 45 16.75214(N) 078 34 49.90867(W) ADJUSTED EZ3278* NAVD 88 - 72.689 (meters) 238.48 (feet) ADJUSTED EZ3278 ___________________________________________________________________ EZ3278 LAPLACE CORR- -7.90 (seconds) DEFLEC99 EZ3278 GEOID HEIGHT- -33.25 (meters) GEOID03 EZ3278 DYNAMIC HT - 72.625 (meters) 238.27 (feet) COMP EZ3278 MODELED GRAV- 979,754.5 (mgal) NAVD 88 EZ3278 EZ3278 HORZ ORDER - SECOND EZ3278 VERT ORDER - SECOND CLASS I EZ3278 EZ3278.The North Carolina HARNS have been completed but, EZ3278.due to contractual restrictions, coordinates for these stations EZ3278.will NOT be published in the near future. In the interim, the EZ3278.published coordinates in North Carolina will not be EZ3278.consistent with the Continuously Operating Reference Stations EZ3278.(CORS). The HARN coordinates for these stations are available EZ3278.upon request. Contact Gary Thompson(919-733-3836). EZ3278. EZ3278.In addition, the published North Carolina positions EZ3278.(NAD 83 (1986)) are NOT consistent with those determined in EZ3278.adjacent state readjustments. The discontinuity between stations EZ3278.located in North Carolina and those in adjacent states EZ3278.which have been adjusted to the HARN may be as much as 5 EZ3278.decimeters. This will result in a significant loss of accuracy EZ3278.over lines crossing such state borders. EZ3278 EZ3278 EZ3278.The horizontal coordinates were established by classical geodetic methods EZ3278.and adjusted by the National Geodetic Survey in December 1992. EZ3278 EZ3278.The orthometric height was determined by differential leveling EZ3278.and adjusted by the National Geodetic Survey in June 1991. EZ3278 EZ3278.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3278 EZ3278.The geoid height was determined by GEOID03. EZ3278 EZ3278.The dynamic height is computed by dividing the NAVD 88 EZ3278.geopotential number by the normal gravity value computed on the EZ3278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ3278.degrees latitude (g = 980.6199 gals.). EZ3278 EZ3278.The modeled gravity was interpolated from observed gravity values. EZ3278 EZ3278; North East Units Scale Factor Converg. EZ3278;SPC NC - 222,459.829 647,535.478 MT 0.99991102 +0 14 31.6 EZ3278;SPC NC - 729,853.62 2,124,455.98 sFT 0.99991102 +0 14 31.6 EZ3278;UTM 17 - 3,959,436.239 718,755.290 MT 1.00018972 +1 24 51.5 EZ3278 EZ3278! - Elev Factor x Scale Factor = Combined Factor EZ3278!SPC NC - 0.99999381 x 0.99991102 = 0.99990483 EZ3278!UTM 17 - 0.99999381 x 1.00018972 = 1.00018353 EZ3278 EZ3278 SUPERSEDED SURVEY CONTROL EZ3278 EZ3278 NAVD 88 (11/04/98) 72.96 (m) 239.4 (f) LEVELING 3 EZ3278 NGVD 29 (12/28/92) 72.96 (m) 239.4 (f) LEVELING 3 EZ3278 EZ3278.Superseded values are not recommended for survey control. EZ3278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3278.See file dsdata.txt to determine how the superseded data were derived. EZ3278 EZ3278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1875559436(NAD 83) EZ3278_MARKER: DH = HORIZONTAL CONTROL DISK EZ3278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3278_SP_SET: CONCRETE POST EZ3278_STAMPING: SUNNY 1984 EZ3278_MARK LOGO: NCGS EZ3278_PROJECTION: FLUSH EZ3278_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ3278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3278+STABILITY: SURFACE MOTION EZ3278 EZ3278 HISTORY - Date Condition Report By EZ3278 HISTORY - 1984 MONUMENTED NCGS EZ3278 HISTORY - 1984 GOOD NCGS EZ3278 HISTORY - 1985 GOOD USPSQD EZ3278 HISTORY - 1987 GOOD USPSQD EZ3278 HISTORY - 19880302 GOOD NCGS EZ3278 EZ3278 STATION DESCRIPTION EZ3278 EZ3278'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ3278'THE STATION IS LOCATED ABOUT 6.1 KM (3.8 MI) EAST-SOUTHEAST OF THE EZ3278'CAPITOL SQUARE IN RALEIGH. EZ3278' EZ3278'ALONG THE CLIFF BENSON BELTLINE FOR 1.6 KM (1.0 MI) SOUTHWEST FROM EZ3278'THE POOLE ROAD (SR 1009) OVERPASS, OR 0.3 KM (0.2 MI) NORTHEAST EZ3278'FROM THE SUNNYBROOK ROAD (SR 2544) UNDERPASS, ON THE SOUTH SIDE OF EZ3278'THE SOUTH GUARD RAIL. EZ3278' EZ3278'THE STATION IS A STANDARD NCGS DISK STAMPED---SUNNY 1984---, EZ3278'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ3278'36 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EZ3278'4.5 METERS (14.8 FT) SOUTH-SOUTHEAST OF THE EDGE OF THE PAVEMENT, EZ3278'1.0 METERS (3.4 FT) EAST OF A GUARD RAIL POST, EZ3278'16.2 METERS (53.0 FT) WEST OF THE NORTHERN POST OF A SIGN, AND EZ3278'8.7 METERS (28.5 FT) NORTH-NORTHWEST OF A 3-INCH PINE WITH A EZ3278'REFERENCE TAG. EZ3278' EZ3278'MARK IS LEVEL WITH HIGHWAY. EZ3278 EZ3278 STATION RECOVERY (1984) EZ3278 EZ3278'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ3278'6.1 KM (3.8 MI) ESE FROM RALEIGH. EZ3278'THE STATION IS LOCATED ABOUT 6.1 KM (3.8 MI) EAST-SOUTHEAST OF THE EZ3278'CAPITOL SQUARE IN RALEIGH. ALONG THE CLIFF BENSON BELTLINE FOR 1.6 EZ3278'KM (1.0 MI) SOUTHWEST FROM THE POOLE ROAD (SR 1009) OVERPASS, OR 0.3 EZ3278'KM (0.2 MI) NORTHEAST FROM THE SUNNYBROOK ROAD (SR 2544) UNDERPASS, EZ3278'ON THE SOUTH SIDE OF THE SOUTH GUARD RAIL. THE STATION IS A STANDARD EZ3278'NCGS DISK STAMPED---SUNNY 1984---, SET INTO THE TOP OF A ROUND EZ3278'CONCRETE MONUMENT 36 CM IN DIAMETER FLUSH WITH GROUND. LOCATED 4.5 EZ3278'METERS (14.8 FT) SOUTH-SOUTHEAST OF THE EDGE OF THE THE PAVEMENT, 1.0 EZ3278'METER (3.4 FT) EAST OF A GUARD RAIL POST, 16.2 METERS (53.0 FT) WEST EZ3278'OF THE NORTHERN POST OF A SIGN, AND 8.7 METERS (28.5 FT) EZ3278'NORTH-NORTHWEST OF A 3-INCH PINE WITH A REFERENCE TAG. EZ3278 EZ3278 STATION RECOVERY (1985) EZ3278 EZ3278'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ3278'RECOVERED IN GOOD CONDITION. EZ3278 EZ3278 STATION RECOVERY (1987) EZ3278 EZ3278'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ3278'RECOVERED IN GOOD CONDITION. EZ3278 EZ3278 STATION RECOVERY (1988) EZ3278 EZ3278'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (PPS) EZ3278'RECOVERED AS DESCRIBED. THE 3-INCH PINE IS OVER 8-INCHES NOW. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1038 *********************************************************************** EZ1038 DESIGNATION - SUNSET EZ1038 PID - EZ1038 EZ1038 STATE/COUNTY- NC/WAKE EZ1038 USGS QUAD - FUQUAY-VARINA (1993) EZ1038 EZ1038 *CURRENT SURVEY CONTROL EZ1038 ___________________________________________________________________ EZ1038* NAD 83(1986)- 35 35 32.97290(N) 078 46 25.37156(W) ADJUSTED EZ1038* NAVD 88 - 129.902 (meters) 426.19 (feet) ADJUSTED EZ1038 ___________________________________________________________________ EZ1038 LAPLACE CORR- -4.73 (seconds) DEFLEC99 EZ1038 GEOID HEIGHT- -32.76 (meters) GEOID03 EZ1038 DYNAMIC HT - 129.788 (meters) 425.81 (feet) COMP EZ1038 MODELED GRAV- 979,752.8 (mgal) NAVD 88 EZ1038 EZ1038 HORZ ORDER - SECOND EZ1038 VERT ORDER - SECOND CLASS 0 EZ1038 EZ1038.The North Carolina HARNS have been completed but, EZ1038.due to contractual restrictions, coordinates for these stations EZ1038.will NOT be published in the near future. In the interim, the EZ1038.published coordinates in North Carolina will not be EZ1038.consistent with the Continuously Operating Reference Stations EZ1038.(CORS). The HARN coordinates for these stations are available EZ1038.upon request. Contact Gary Thompson(919-733-3836). EZ1038. EZ1038.In addition, the published North Carolina positions EZ1038.(NAD 83 (1986)) are NOT consistent with those determined in EZ1038.adjacent state readjustments. The discontinuity between stations EZ1038.located in North Carolina and those in adjacent states EZ1038.which have been adjusted to the HARN may be as much as 5 EZ1038.decimeters. This will result in a significant loss of accuracy EZ1038.over lines crossing such state borders. EZ1038 EZ1038 EZ1038.The horizontal coordinates were established by classical geodetic methods EZ1038.and adjusted by the National Geodetic Survey in July 1986. EZ1038 EZ1038.The orthometric height was determined by differential leveling EZ1038.and adjusted by the National Geodetic Survey in June 1991. EZ1038 EZ1038.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1038 EZ1038.The geoid height was determined by GEOID03. EZ1038 EZ1038.The dynamic height is computed by dividing the NAVD 88 EZ1038.geopotential number by the normal gravity value computed on the EZ1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1038.degrees latitude (g = 980.6199 gals.). EZ1038 EZ1038.The modeled gravity was interpolated from observed gravity values. EZ1038 EZ1038; North East Units Scale Factor Converg. EZ1038;SPC NC - 204,412.621 630,106.151 MT 0.99989022 +0 07 50.2 EZ1038;SPC NC - 670,643.74 2,067,273.26 sFT 0.99989022 +0 07 50.2 EZ1038;UTM 17 - 3,941,032.754 701,693.538 MT 1.00010133 +1 17 46.2 EZ1038 EZ1038! - Elev Factor x Scale Factor = Combined Factor EZ1038!SPC NC - 0.99998475 x 0.99989022 = 0.99987497 EZ1038!UTM 17 - 0.99998475 x 1.00010133 = 1.00008608 EZ1038 EZ1038: Primary Azimuth Mark Grid Az EZ1038:SPC NC - UNKNOWN MAST 347 04 56.3 EZ1038:UTM 17 - UNKNOWN MAST 345 55 00.3 EZ1038 EZ1038|---------------------------------------------------------------------| EZ1038| PID Reference Object Distance Geod. Az | EZ1038| dddmmss.s | EZ1038| EZ1039 HOLLAND 397.913 METERS 25759 | EZ1038| CS7496 UNKNOWN MAST 3471246.5 | EZ1038|---------------------------------------------------------------------| EZ1038 EZ1038 SUPERSEDED SURVEY CONTROL EZ1038 EZ1038 NAD 27 - 35 35 32.41647(N) 078 46 26.33720(W) AD( ) 2 EZ1038 NGVD 29 (??/??/92) 130.170 (m) 427.07 (f) ADJ UNCH 2 0 EZ1038 EZ1038.Superseded values are not recommended for survey control. EZ1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1038.See file dsdata.txt to determine how the superseded data were derived. EZ1038 EZ1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0169441033(NAD 83) EZ1038_MARKER: DE = TRAVERSE STATION DISK EZ1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1038_SP_SET: CONCRETE POST EZ1038_STAMPING: SUNSET 1967 EZ1038_MARK LOGO: NCGS EZ1038_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1038+STABILITY: SURFACE MOTION EZ1038 EZ1038 HISTORY - Date Condition Report By EZ1038 HISTORY - 1967 MONUMENTED NCGS EZ1038 HISTORY - 1973 GOOD NCGS EZ1038 HISTORY - 1973 GOOD NCGS EZ1038 HISTORY - 19830101 GOOD NCGS EZ1038 EZ1038 STATION DESCRIPTION EZ1038 EZ1038'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1038'SUNSET IS N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1038'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ1038' EZ1038'SUNSET IS LOCATED APPROXIMATELY 1.9 MILES ENE OF FUQUAY EZ1038'SPRINGS. TO REACH STATION PROCEED FROM THE INTERSECTION OF EZ1038'NC 55 NORTH WITH U.S. 401 IN FUQUAY-VARINA, GO EASTERLY ON EZ1038'U.S. 401 FOR 1.15 MILES TO INTERSECTION OF SR 1301, AND EZ1038'STATION. WHICH IS IN THE SOUTHEAST QUADRANT FORMED BY EZ1038'INTERSECTION OF SR 1301 AND U.S. 401. EZ1038' EZ1038'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1038'SUNSET 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ1038'OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ1038' EZ1038'MARK IS EZ1038' EZ1038'35.9 FT SSE OF C/L OF U.S. 401 EZ1038' EZ1038'28.0 FT ENE OF C/L OF SR 1301 EZ1038' EZ1038'6.5 FT S OF PP 70 WITH ALUMINUM REF. TAG IN SE QUAD OF EZ1038'INTERSECTION OF SR 1301 AND U.S. 401 EZ1038' EZ1038'31.8 FT NNW OF PP 29 WITH ALUMINUM REF. TAG ON E BANK OF SR 1301 EZ1038' EZ1038'75.3 FT ENE OF PP 69 WITH ALUMINUM REF. TAG IN SW QUAD OF EZ1038'INTERSECTION OF SR 1301 AND U.S. 401 EZ1038 EZ1038 STATION RECOVERY (1973) EZ1038 EZ1038'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1038'1.6 MI ENE FROM FUQUAY VARINA. EZ1038'SUNSET IN LOCATED APPROXIMATELY 15.0 MILES SSW OF CAPITOL SQUARE EZ1038'IN RALEIGH. TO REACH STATION FROM INTERSECTION OF U.S. 401, EZ1038'NC 55 AND NC 42 APPROXIMATELY 2.5 MILES ENE OF FUQUAY-VARINA, EZ1038'PROCEED WESTERLY ALONG U.S. 401 FOR 0.85 MILES TO SR 1301 AND EZ1038'STATION IN SE QUADRANT OF INTERSECTION 1.1 MILES EAST OF EZ1038'INTERSECTION WITH NC 55 NORTH IN FUQUAY VARINA, 35.9 FT SSE OF EZ1038'C/L U.S. 401, 28.0 FT ENE OF C/L SR 1301, 6.2 FT SE OF METAL STOP EZ1038'SIGN POST, 6.5 FT S OF PP 70 W/ALUMINUM REF. TAG, 31.8 FT S OF EZ1038'PP 29 W/ALUMINUM REF. TAG, AND 75.3 FT ENE OF PP 69 W/ALUMINUM EZ1038'REF. TAG. DISK IS SET IN CONCRETE CYLINDER 1 INCH BELOW THE EZ1038'SURFACE OF THE GROUND. EZ1038 EZ1038 STATION RECOVERY (1973) EZ1038 EZ1038'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1038'LOCATED APPROXIMATELY 15.0 MILES SSW OF CAPITOL SQUARE IN RALEIGH. TO EZ1038'REACH STATION FROM INTERSECTION OF US 401, NC 55 AND NC 42 EZ1038'APPROXIMATELY 2.5 MILES ENE OF FUQUAY-VARINA, PROCEED WESTERLY ALONG EZ1038'US 401 FOR 0.85 MILES TO SR 1301 AND STATION IN SE QUADRANT OF EZ1038'INTERSECTION 1.1 MILES EAST OF INTERSECTION WITH NC 55 NORTH IN FUQUAY EZ1038'VARINA. 35.9 FT. SSE OF C/L US 401, 28.0 FT. ENE OF C/L SR 1301, 6.2 EZ1038'FT. SE OF METAL STOP SIGN POST, 6.5 FT. S OF PP NO. 70 W/ALUMINUM REF. EZ1038'TAG, 31.8 FT. S OF PP NO. 29 W/ALUMINUM REF. TAG, AND 75.3 FT. ENE OF EZ1038'PP NO. 69 W/ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER 1 EZ1038'INCH BELOW THE SURFACE OF THE GROUND. EZ1038 EZ1038 STATION RECOVERY (1983) EZ1038 EZ1038'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 EZ1038'STATION WAS RECOVERED AT THIS DATE. DESCRIPTION WAS CHANGED AS EZ1038'FOLLOWS. EZ1038'LOCATED 10.94 METERS (35.9 FT) SOUTH FROM THE CENTERLINE OF HIGHWAY, EZ1038'9.14 METERS (30.0 FT) EAST FROM THE CENTERLINE OF SR 1301, 1.98 METERS EZ1038'(6.5 FT) SOUTH FROM A TELEPHONE POLE WITH REFERENCE TAG, 11.09 METERS EZ1038'(36.4 FT) NORTH FROM A POLE (808) WITH REFERENCE TAG, AND 3.23 METERS EZ1038'(10.6 FT) EAST-NORTHEAST FROM THE EAST END OF CULVERT UNDER SR 1301. EZ1038'MARK IS 3 FEET HIGHER THAN THE HIGHWAY AND FLUSH WITH GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6361 *********************************************************************** EZ6361 DESIGNATION - SUNSET RM 3 EZ6361 PID - EZ6361 EZ6361 STATE/COUNTY- NC/WAKE EZ6361 USGS QUAD - APEX (1993) EZ6361 EZ6361 *CURRENT SURVEY CONTROL EZ6361 ___________________________________________________________________ EZ6361* NAD 83(1986)- 35 41 33.77220(N) 078 47 14.33588(W) ADJUSTED EZ6361* NAVD 88 - 148. (meters) 486. (feet) SCALED EZ6361 ___________________________________________________________________ EZ6361 LAPLACE CORR- -5.64 (seconds) DEFLEC99 EZ6361 GEOID HEIGHT- -32.52 (meters) GEOID03 EZ6361 EZ6361 HORZ ORDER - SECOND EZ6361 EZ6361.The North Carolina HARNS have been completed but, EZ6361.due to contractual restrictions, coordinates for these stations EZ6361.will NOT be published in the near future. In the interim, the EZ6361.published coordinates in North Carolina will not be EZ6361.consistent with the Continuously Operating Reference Stations EZ6361.(CORS). The HARN coordinates for these stations are available EZ6361.upon request. Contact Gary Thompson(919-733-3836). EZ6361. EZ6361.In addition, the published North Carolina positions EZ6361.(NAD 83 (1986)) are NOT consistent with those determined in EZ6361.adjacent state readjustments. The discontinuity between stations EZ6361.located in North Carolina and those in adjacent states EZ6361.which have been adjusted to the HARN may be as much as 5 EZ6361.decimeters. This will result in a significant loss of accuracy EZ6361.over lines crossing such state borders. EZ6361 EZ6361 EZ6361.The horizontal coordinates were established by classical geodetic methods EZ6361.and adjusted by the National Geodetic Survey in August 2000. EZ6361 EZ6361.The orthometric height was scaled from a topographic map. EZ6361 EZ6361.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6361 EZ6361.The geoid height was determined by GEOID03. EZ6361 EZ6361; North East Units Scale Factor Converg. EZ6361;SPC NC - 215,528.586 628,849.855 MT 0.99990213 +0 07 21.9 EZ6361;SPC NC - 707,113.37 2,063,151.57 sFT 0.99990213 +0 07 21.9 EZ6361;UTM 17 - 3,952,123.062 700,210.789 MT 1.00009397 +1 17 29.0 EZ6361 EZ6361! - Elev Factor x Scale Factor = Combined Factor EZ6361!SPC NC - 0.99998185 x 0.99990213 = 0.99988398 EZ6361!UTM 17 - 0.99998185 x 1.00009397 = 1.00007582 EZ6361 EZ6361 SUPERSEDED SURVEY CONTROL EZ6361 EZ6361.No superseded survey control is available for this station. EZ6361 EZ6361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0021152123(NAD 83) EZ6361_MARKER: DR = REFERENCE MARK DISK EZ6361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6361_STAMPING: SUNSET 1957 NO 3 1976 EZ6361_MARK LOGO: NGS EZ6361_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ6361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6361+STABILITY: SURFACE MOTION EZ6361 EZ6361 HISTORY - Date Condition Report By EZ6361 HISTORY - 1976 MONUMENTED NGS EZ6361 HISTORY - 20000710 SEE DESCRIPTION NCGS EZ6361 EZ6361 STATION DESCRIPTION EZ6361 EZ6361'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL) EZ6361'FOUND DESTROYED. ENTIRE MONUMENT WAS FOUND LYING ON TOP THE GROUND EZ6361'APPROXIMATELY 50-FEET SOUTHWEST OF SR 1305 UNDER A LARGE CEDAR TREE IN EZ6361'THE SOUTHEAST CORNER OF YARD AT HOMER JONES RESIDENCE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AI7040 *********************************************************************** AI7040 DESIGNATION - SUNSET RM 4 AI7040 PID - AI7040 AI7040 STATE/COUNTY- NC/WAKE AI7040 USGS QUAD - APEX (1993) AI7040 AI7040 *CURRENT SURVEY CONTROL AI7040 ___________________________________________________________________ AI7040* NAD 83(1986)- 35 41 34.49333(N) 078 47 15.92180(W) ADJUSTED AI7040* NAVD 88 - 148. (meters) 486. (feet) SCALED AI7040 ___________________________________________________________________ AI7040 LAPLACE CORR- -5.64 (seconds) DEFLEC99 AI7040 GEOID HEIGHT- -32.52 (meters) GEOID03 AI7040 AI7040 HORZ ORDER - SECOND AI7040 AI7040.The North Carolina HARNS have been completed but, AI7040.due to contractual restrictions, coordinates for these stations AI7040.will NOT be published in the near future. In the interim, the AI7040.published coordinates in North Carolina will not be AI7040.consistent with the Continuously Operating Reference Stations AI7040.(CORS). The HARN coordinates for these stations are available AI7040.upon request. Contact Gary Thompson(919-733-3836). AI7040. AI7040.In addition, the published North Carolina positions AI7040.(NAD 83 (1986)) are NOT consistent with those determined in AI7040.adjacent state readjustments. The discontinuity between stations AI7040.located in North Carolina and those in adjacent states AI7040.which have been adjusted to the HARN may be as much as 5 AI7040.decimeters. This will result in a significant loss of accuracy AI7040.over lines crossing such state borders. AI7040 AI7040 AI7040.The horizontal coordinates were established by classical geodetic methods AI7040.and adjusted by the National Geodetic Survey in August 2000. AI7040 AI7040.The orthometric height was scaled from a topographic map. AI7040 AI7040.The Laplace correction was computed from DEFLEC99 derived deflections. AI7040 AI7040.The geoid height was determined by GEOID03. AI7040 AI7040; North East Units Scale Factor Converg. AI7040;SPC NC - 215,550.724 628,809.938 MT 0.99990215 +0 07 21.0 AI7040;SPC NC - 707,186.00 2,063,020.60 sFT 0.99990215 +0 07 21.0 AI7040;UTM 17 - 3,952,144.385 700,170.421 MT 1.00009377 +1 17 28.1 AI7040 AI7040! - Elev Factor x Scale Factor = Combined Factor AI7040!SPC NC - 0.99998185 x 0.99990215 = 0.99988400 AI7040!UTM 17 - 0.99998185 x 1.00009377 = 1.00007562 AI7040 AI7040 SUPERSEDED SURVEY CONTROL AI7040 AI7040.No superseded survey control is available for this station. AI7040 AI7040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0017052144(NAD 83) AI7040_MARKER: DR = REFERENCE MARK DISK AI7040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AI7040_STAMPING: SUNSET 1957 NO 4 1981 AI7040_MARK LOGO: NGS AI7040_MAGNETIC: O = OTHER; SEE DESCRIPTION AI7040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AI7040+STABILITY: SURFACE MOTION AI7040 AI7040 HISTORY - Date Condition Report By AI7040 HISTORY - 1981 MONUMENTED NGS AI7040 HISTORY - 20000710 GOOD NCGS AI7040 AI7040 STATION DESCRIPTION AI7040 AI7040'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2000 (WLL) AI7040'STATION IS LOCATED ABOUT 10.3 MI (16.6 KM) SOUTHWEST OF RALEIGH AND AI7040'3.8 MI (6.1 KM) NORTHEAST OF HOLLY SPRINGS. AI7040'PROCEED ALONG SR 1152 (HOLLY SPRINGS RD) FOR 4.1 MI (6.6 KM) NORTHEAST AI7040'FROM NC-55, IN HOLLY SPRINGS, TO SR 1305 (ARTHUR PIERCE RD) , THENCE AI7040'NORTHWEST ALONG SR 1305 FOR 0.45 MI (0.72 KM) TO A ONE STORY FRAME AI7040'HOUSE AND STATION IN YARD. AI7040'MARK IS ABOUT 4-FEET HIGHER THAN SR 1305 AND RECESSED 1-INCH BELOW THE AI7040'GROUND. LOCATED 96.5 FT (29.4 M) WEST-SOUTHWEST OF THE CENTERLINE OF AI7040'SR-1305, 12.1 FT (3.7 M) NORTHWEST OF THE CENTER OF NORTHERN MOST AI7040'GRAVEL DRIVE, 35.3 FT (10.8 M) EAST-SOUTHEAST OF A CONCRETE BLOCK WELL AI7040'HOUSE, 48.7 FT (14.8 M) NORTH OF THE NORTHEAST CORNER OF HOUSE, AND AI7040'23.1 FT (7.0 M) SOUTH-SOUTHEAST OF A POWER SERVICE POLE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5340 *********************************************************************** EZ5340 DESIGNATION - SUTTON EZ5340 PID - EZ5340 EZ5340 STATE/COUNTY- NC/WAKE EZ5340 USGS QUAD - FUQUAY-VARINA (1993) EZ5340 EZ5340 *CURRENT SURVEY CONTROL EZ5340 ___________________________________________________________________ EZ5340* NAD 83(1986)- 35 33 27.13912(N) 078 45 15.56125(W) ADJUSTED EZ5340* NAVD 88 - 111.8 (meters) 367. (feet) VERTCON EZ5340 ___________________________________________________________________ EZ5340 LAPLACE CORR- -4.60 (seconds) DEFLEC99 EZ5340 GEOID HEIGHT- -32.88 (meters) GEOID03 EZ5340 EZ5340 HORZ ORDER - SECOND EZ5340 EZ5340.The North Carolina HARNS have been completed but, EZ5340.due to contractual restrictions, coordinates for these stations EZ5340.will NOT be published in the near future. In the interim, the EZ5340.published coordinates in North Carolina will not be EZ5340.consistent with the Continuously Operating Reference Stations EZ5340.(CORS). The HARN coordinates for these stations are available EZ5340.upon request. Contact Gary Thompson(919-733-3836). EZ5340. EZ5340.In addition, the published North Carolina positions EZ5340.(NAD 83 (1986)) are NOT consistent with those determined in EZ5340.adjacent state readjustments. The discontinuity between stations EZ5340.located in North Carolina and those in adjacent states EZ5340.which have been adjusted to the HARN may be as much as 5 EZ5340.decimeters. This will result in a significant loss of accuracy EZ5340.over lines crossing such state borders. EZ5340 EZ5340 EZ5340.The horizontal coordinates were established by classical geodetic methods EZ5340.and adjusted by the National Geodetic Survey in July 1986. EZ5340 EZ5340.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5340 EZ5340.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5340 EZ5340.The geoid height was determined by GEOID03. EZ5340 EZ5340; North East Units Scale Factor Converg. EZ5340;SPC NC - 200,539.075 631,872.932 MT 0.99988679 +0 08 30.5 EZ5340;SPC NC - 657,935.28 2,073,069.78 sFT 0.99988679 +0 08 30.5 EZ5340;UTM 17 - 3,937,195.098 703,539.115 MT 1.00011055 +1 18 22.9 EZ5340 EZ5340! - Elev Factor x Scale Factor = Combined Factor EZ5340!SPC NC - 0.99998762 x 0.99988679 = 0.99987441 EZ5340!UTM 17 - 0.99998762 x 1.00011055 = 1.00009817 EZ5340 EZ5340: Primary Azimuth Mark Grid Az EZ5340:SPC NC - LANGDON 198 50 09.3 EZ5340:UTM 17 - LANGDON 197 40 16.9 EZ5340 EZ5340|---------------------------------------------------------------------| EZ5340| PID Reference Object Distance Geod. Az | EZ5340| dddmmss.s | EZ5340| EZ5337 LANGDON APPROX. 0.6 KM 1985839.8 | EZ5340| EZ5339 LINDA APPROX. 0.6 KM 3565450.2 | EZ5340|---------------------------------------------------------------------| EZ5340 EZ5340 SUPERSEDED SURVEY CONTROL EZ5340 EZ5340 NAD 27 - 35 33 26.57391(N) 078 45 16.52028(W) AD( ) 2 EZ5340 NGVD 29 (07/19/86) 112.0 (m) 367. (f) VERT ANG EZ5340 EZ5340.Superseded values are not recommended for survey control. EZ5340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5340.See file dsdata.txt to determine how the superseded data were derived. EZ5340 EZ5340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0353937195(NAD 83) EZ5340_MARKER: DE = TRAVERSE STATION DISK EZ5340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5340_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5340_STAMPING: SUTTON 1972 EZ5340_MARK LOGO: NCGS EZ5340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5340+STABILITY: SURFACE MOTION EZ5340 EZ5340 HISTORY - Date Condition Report By EZ5340 HISTORY - 1972 MONUMENTED NCGS EZ5340 HISTORY - 20041106 MARK NOT FOUND GEOCAC EZ5340 EZ5340 STATION DESCRIPTION EZ5340 EZ5340'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ5340'SUTTON IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ5340'VICINITY OF FUQUAY-VARINA, NORTH CAROLINA. EZ5340' EZ5340'SUTTON IS LOCATED APPROXIMATELY 3.1 MILES SOUTHEAST OF FUQUAY-VARINA. EZ5340'TO REACH STATION FROM INTERSECTION OF US 401, NC 55, AND NC 42 EAST EZ5340'OF FUQUAY-VARINA, PROCEED SOUTH ALONG NC 55 FOR 2.75 MILES TO EZ5340'STATION ON LEFT, 0.1 MILE SOUTH OF INTERSECTION WITH SR 2767, 0.1 EZ5340'MILE NNE OF A RR OVERPASS, APPROXIMATELY 150 FEET NE OF A PAVED EZ5340'DRIVEWAY LEADING NW TO A BRICK DWELLING. EZ5340' EZ5340'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED SUTTON EZ5340'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EZ5340'FLUSH WITH THE GROUND. EZ5340' EZ5340'MARK IS-- EZ5340'47.8 FEET E OF C/L OF NC 55. EZ5340'3.2 FEET W OF PP NO. 59 WITH ALUMINUM REF. TAG. EZ5340'92.5 FEET SE OF 12 INCH PINE IN NE CORNER OF YARD OF BRICK EZ5340'RESIDENCE. 108.2 FEET NE OF 10 INCH PINE IN SE CORNER OF YARD OF EZ5340'BRICK RESIDENCE. EZ5340 EZ5340 STATION RECOVERY (2004) EZ5340 EZ5340'RECOVERY NOTE BY GEOCACHING 2004 (PFF) EZ5340'FIELD NOTES. SR2767 INTERSECTION WITH NC-55 HAS BEEN REALIGNED SEVERAL EZ5340'HUNDRED FEET NORTH. MEASUREMENT IS FROM THE OLD ROADBED, WHICH REMAINS EZ5340'VISIBLE JUST SOUTH OF SUTTON'S BBQ. EZ5340' EZ5340'THE POSITION PLOTS TO THE SOUTHEAST QUADRANT OF THE TEE-INTERSECTION EZ5340'WITH JICARILLA LANE (SR4809). THE REFERENCED DRIVEWAY AND PINE TREES EZ5340'REMAIN. HOWEVER, THE POWER POLE APPEARS TO HAVE BEEN REPLACED. EZ5340' EZ5340'THE OWNER OF THE PROPERTY (AT 1200 JICARILLA LANE) SAYS THAT HE TILLED EZ5340'THE AREA IN 1992 AND DID NOT FIND THE MONUMENT OR DISK. HE ALSO EZ5340'REPORTED THAT A TEAM SWEPT THE AREA WITH METAL DETECTORS AT SOME POINT EZ5340'IN THE PAST WITHOUT SUCCESS. WHEN HE PURCHASED THE PROPERTY IN THE EZ5340'1980'S, SCHOOL BUSSES WERE USING THE SITE AS A SHORT-CUT SEVERAL TIMES EZ5340'PER DAY. EZ5340' EZ5340' 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5080 *********************************************************************** EZ5080 DESIGNATION - SWAINS EZ5080 PID - EZ5080 EZ5080 STATE/COUNTY- NC/WAKE EZ5080 USGS QUAD - RALEIGH EAST (1993) EZ5080 EZ5080 *CURRENT SURVEY CONTROL EZ5080 ___________________________________________________________________ EZ5080* NAD 83(1986)- 35 47 36.08805(N) 078 35 04.86393(W) ADJUSTED EZ5080* NAVD 88 - 71.66 (+/-2cm) 235.1 (feet) VERTCON EZ5080 ___________________________________________________________________ EZ5080 LAPLACE CORR- -7.94 (seconds) DEFLEC99 EZ5080 GEOID HEIGHT- -33.13 (meters) GEOID03 EZ5080 EZ5080 HORZ ORDER - SECOND EZ5080 VERT ORDER - THIRD ? (See Below) EZ5080 EZ5080.The North Carolina HARNS have been completed but, EZ5080.due to contractual restrictions, coordinates for these stations EZ5080.will NOT be published in the near future. In the interim, the EZ5080.published coordinates in North Carolina will not be EZ5080.consistent with the Continuously Operating Reference Stations EZ5080.(CORS). The HARN coordinates for these stations are available EZ5080.upon request. Contact Gary Thompson(919-733-3836). EZ5080. EZ5080.In addition, the published North Carolina positions EZ5080.(NAD 83 (1986)) are NOT consistent with those determined in EZ5080.adjacent state readjustments. The discontinuity between stations EZ5080.located in North Carolina and those in adjacent states EZ5080.which have been adjusted to the HARN may be as much as 5 EZ5080.decimeters. This will result in a significant loss of accuracy EZ5080.over lines crossing such state borders. EZ5080 EZ5080 EZ5080.The horizontal coordinates were established by classical geodetic methods EZ5080.and adjusted by the National Geodetic Survey in July 1986. EZ5080 EZ5080.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5080.The vertical order pertains to the NGVD 29 superseded value. EZ5080 EZ5080.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5080 EZ5080.The geoid height was determined by GEOID03. EZ5080 EZ5080; North East Units Scale Factor Converg. EZ5080;SPC NC - 226,752.284 647,141.831 MT 0.99991717 +0 14 22.9 EZ5080;SPC NC - 743,936.45 2,123,164.49 sFT 0.99991717 +0 14 22.9 EZ5080;UTM 17 - 3,963,720.913 718,273.734 MT 1.00018712 +1 24 47.5 EZ5080 EZ5080! - Elev Factor x Scale Factor = Combined Factor EZ5080!SPC NC - 0.99999395 x 0.99991717 = 0.99991112 EZ5080!UTM 17 - 0.99999395 x 1.00018712 = 1.00018107 EZ5080 EZ5080: Primary Azimuth Mark Grid Az EZ5080:SPC NC - HOSPITAL 204 55 29.8 EZ5080:UTM 17 - HOSPITAL 203 45 05.2 EZ5080 EZ5080|---------------------------------------------------------------------| EZ5080| PID Reference Object Distance Geod. Az | EZ5080| dddmmss.s | EZ5080| EZ2492 HOSPITAL APPROX. 0.9 KM 2050952.7 | EZ5080| EZ2543 BEACON 184.606 METERS 35030 | EZ5080|---------------------------------------------------------------------| EZ5080 EZ5080 SUPERSEDED SURVEY CONTROL EZ5080 EZ5080 NAD 27 - 35 47 35.55148(N) 078 35 05.84933(W) AD( ) 2 EZ5080 NGVD 29 (07/19/86) 71.94 (m) 236.0 (f) LEVELING 3 EZ5080 EZ5080.Superseded values are not recommended for survey control. EZ5080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5080.See file dsdata.txt to determine how the superseded data were derived. EZ5080 EZ5080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1827463721(NAD 83) EZ5080_MARKER: DE = TRAVERSE STATION DISK EZ5080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5080_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5080_STAMPING: SWAINS 1967 EZ5080_MARK LOGO: NCGS EZ5080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5080+STABILITY: SURFACE MOTION EZ5080 EZ5080 HISTORY - Date Condition Report By EZ5080 HISTORY - 1967 MONUMENTED NCGS EZ5080 HISTORY - 1984 GOOD USPSQD EZ5080 EZ5080 STATION DESCRIPTION EZ5080 EZ5080'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ5080'SWAINS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5080'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5080' EZ5080'SWAINS IS LOCATED APPROXIMATELY 3.5 MILES EAST OF RALEIGH EZ5080'CAPITOL SQUARE. TO REACH STATION PROCEED FROM CAPITOL SQUARE EZ5080'EAST ON NEW BERN AVE. FOR 3.5 MILES TO STATION ON NORTH SIDE OF EZ5080'U.S. 64. STATION IS AT END OF ACCESS ROAD COMING FROM U.S. 1 EZ5080'BYPASS. APPROXIMATELY 600 FT WEST OF BRIDGE ON U.S. 64 OVER EZ5080'U.S. 1 BYPASS. AND APPROXIMATELY 300 FT EAST OF BRIDGE ON EZ5080'U.S. 64 OVER NORFOLK AND SOUTHERN RAILROAD. EZ5080' EZ5080'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5080'SWAINS 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5080'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EZ5080' EZ5080'MARK IS EZ5080' EZ5080'34.5 FT NW OF C/L OF W. BOUND LANE OF NEW BERN AVE. EZ5080' EZ5080'99.4 FT E OF PP ON N SIDE OF W BOUND LANE OF NEW BERN AVE. EZ5080'WITH ALUMINUM REF. TAG EZ5080' EZ5080'47.3 FT SW OF METAL YIELD RIGHT OF WAY SIGN POLE EZ5080' EZ5080'49.5 FT SE OF WIRE FENCE EZ5080' EZ5080'42.8 FT W OF POINT OF TRAFFIC ISLAND EZ5080 EZ5080 STATION RECOVERY (1984) EZ5080 EZ5080'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGS) EZ5080'SWAINS 1967 FOUND GOOD. EZ5080' EZ5080'THE DESCRIPTION SHOULD BE REVISED AS FOLLOWS--ADD--APPROX. 200 FEET EZ5080'E OF YONKERS RD. THE MARK IS 2 INCHES BELOW SURFACE OF GROUND. EZ5080'THE THIRD REFERENCE POINT SHOULD READ--44.5 FEET SW OF METAL.... EZ5080'THE TRAFFIC ISLAND FOR THE FIFTH REF. IS NOT THERE, CHANGE TO EZ5080'READ--42.8 FEET W OF INTERSECTING POINT OF W. BOUND LANE OF NEW EZ5080'BERN AVE AND RAMP FROM US 1 BYPASS. YELLOW ARROW PAINTED ON EDGE EZ5080'OF PAVEMENT, MARK IS 9.3 FEET NW OF EDGE OF PC CONCRETE PART EZ5080'AND POINT OF YELLOW ARROW. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7285 *********************************************************************** AE7285 DESIGNATION - SWANGER AE7285 PID - AE7285 AE7285 STATE/COUNTY- NC/WAKE AE7285 USGS QUAD - BAYLEAF (1987) AE7285 AE7285 *CURRENT SURVEY CONTROL AE7285 ___________________________________________________________________ AE7285* NAD 83(1986)- 35 58 49.31652(N) 078 38 34.54954(W) ADJUSTED AE7285* NAVD 88 - 100.5 (meters) 330. (feet) VERTCON AE7285 ___________________________________________________________________ AE7285 LAPLACE CORR- -6.96 (seconds) DEFLEC99 AE7285 GEOID HEIGHT- -32.38 (meters) GEOID03 AE7285 AE7285 HORZ ORDER - SECOND AE7285 AE7285.The North Carolina HARNS have been completed but, AE7285.due to contractual restrictions, coordinates for these stations AE7285.will NOT be published in the near future. In the interim, the AE7285.published coordinates in North Carolina will not be AE7285.consistent with the Continuously Operating Reference Stations AE7285.(CORS). The HARN coordinates for these stations are available AE7285.upon request. Contact Gary Thompson(919-733-3836). AE7285. AE7285.In addition, the published North Carolina positions AE7285.(NAD 83 (1986)) are NOT consistent with those determined in AE7285.adjacent state readjustments. The discontinuity between stations AE7285.located in North Carolina and those in adjacent states AE7285.which have been adjusted to the HARN may be as much as 5 AE7285.decimeters. This will result in a significant loss of accuracy AE7285.over lines crossing such state borders. AE7285 AE7285 AE7285.The horizontal coordinates were established by classical geodetic methods AE7285.and adjusted by the National Geodetic Survey in March 1998. AE7285 AE7285.The NAVD 88 height was computed by applying the VERTCON shift value to AE7285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7285 AE7285.The Laplace correction was computed from DEFLEC99 derived deflections. AE7285 AE7285.The geoid height was determined by GEOID03. AE7285 AE7285; North East Units Scale Factor Converg. AE7285;SPC NC - 247,480.125 641,802.336 MT 0.99995333 +0 12 21.9 AE7285;SPC NC - 811,941.04 2,105,646.50 sFT 0.99995333 +0 12 21.9 AE7285;UTM 17 - 3,984,339.657 712,508.447 MT 1.00015649 +1 23 07.1 AE7285 AE7285! - Elev Factor x Scale Factor = Combined Factor AE7285!SPC NC - 0.99998932 x 0.99995333 = 0.99994265 AE7285!UTM 17 - 0.99998932 x 1.00015649 = 1.00014580 AE7285 AE7285 SUPERSEDED SURVEY CONTROL AE7285 AE7285 NGVD 29 (03/10/98) 100.7 (m) 330. (f) VERT ANG AE7285 AE7285.Superseded values are not recommended for survey control. AE7285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7285.See file dsdata.txt to determine how the superseded data were derived. AE7285 AE7285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1250884340(NAD 83) AE7285_MARKER: DE = TRAVERSE STATION DISK AE7285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7285_STAMPING: SWANGER 1985 AE7285_MARK LOGO: NCGS AE7285_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7285+STABILITY: SURFACE MOTION AE7285 AE7285 HISTORY - Date Condition Report By AE7285 HISTORY - 1985 MONUMENTED NCGS AE7285 AE7285 STATION DESCRIPTION AE7285 AE7285'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) AE7285'STATION IS LOCATED ABOUT 11.9 KM (7.40 MI) WEST OF WAKE FOREST. ALONG AE7285'NC 98 FOR 1.0 KM (0.60 MI) WEST FROM THE NEUSE RIVER BRIDGE, IN THE AE7285'NORTH SHOULDER NEAR THE SOUTHWEST CORNER OF SWANGERS YARD, AND JUST AE7285'EAST OF A POWER LINE CROSSING. MARK IS RECESSED 2 INCHES BELOW GROUND AE7285'AND ABOUT LEVEL WITH THE HIGHWAY. LOCATED 5.4 M (17.7 FT) NORTHEAST OF AE7285'THE CENTERLINE OF THE HIGHWAY, 16.9 M (55.4 FT) NORTHWEST OF THE WEST AE7285'END OF A DRIVEWAY CULVERT, 34.7 M (113.8 FT) WEST OF THE WEST CORNER AE7285'OF THE SWANGER RESIDENCE, 37.6 M (123.4 FT) NORTHWEST OF A DROP INLET, AE7285'AND 38.5 M (126.3 FT) SOUTHWEST OF A POWER POLE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2663 *********************************************************************** EZ2663 DESIGNATION - SWINGS EZ2663 PID - EZ2663 EZ2663 STATE/COUNTY- NC/WAKE EZ2663 USGS QUAD - LAKE WHEELER (1993) EZ2663 EZ2663 *CURRENT SURVEY CONTROL EZ2663 ___________________________________________________________________ EZ2663* NAD 83(1986)- 35 41 30.55488(N) 078 38 29.59354(W) ADJUSTED EZ2663* NAVD 88 - 91.396 (meters) 299.86 (feet) ADJUSTED EZ2663 ___________________________________________________________________ EZ2663 LAPLACE CORR- -7.18 (seconds) DEFLEC99 EZ2663 GEOID HEIGHT- -33.08 (meters) GEOID03 EZ2663 DYNAMIC HT - 91.316 (meters) 299.59 (feet) COMP EZ2663 MODELED GRAV- 979,753.4 (mgal) NAVD 88 EZ2663 EZ2663 HORZ ORDER - SECOND EZ2663 VERT ORDER - SECOND CLASS I EZ2663 EZ2663.The North Carolina HARNS have been completed but, EZ2663.due to contractual restrictions, coordinates for these stations EZ2663.will NOT be published in the near future. In the interim, the EZ2663.published coordinates in North Carolina will not be EZ2663.consistent with the Continuously Operating Reference Stations EZ2663.(CORS). The HARN coordinates for these stations are available EZ2663.upon request. Contact Gary Thompson(919-733-3836). EZ2663. EZ2663.In addition, the published North Carolina positions EZ2663.(NAD 83 (1986)) are NOT consistent with those determined in EZ2663.adjacent state readjustments. The discontinuity between stations EZ2663.located in North Carolina and those in adjacent states EZ2663.which have been adjusted to the HARN may be as much as 5 EZ2663.decimeters. This will result in a significant loss of accuracy EZ2663.over lines crossing such state borders. EZ2663 EZ2663 EZ2663.The horizontal coordinates were established by classical geodetic methods EZ2663.and adjusted by the National Geodetic Survey in December 1990. EZ2663 EZ2663.The orthometric height was determined by differential leveling EZ2663.and adjusted by the National Geodetic Survey in June 1991. EZ2663 EZ2663.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2663 EZ2663.The geoid height was determined by GEOID03. EZ2663 EZ2663.The dynamic height is computed by dividing the NAVD 88 EZ2663.geopotential number by the normal gravity value computed on the EZ2663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2663.degrees latitude (g = 980.6199 gals.). EZ2663 EZ2663.The modeled gravity was interpolated from observed gravity values. EZ2663 EZ2663; North East Units Scale Factor Converg. EZ2663;SPC NC - 215,467.386 642,042.079 MT 0.99990201 +0 12 24.8 EZ2663;SPC NC - 706,912.58 2,106,433.05 sFT 0.99990201 +0 12 24.8 EZ2663;UTM 17 - 3,952,331.091 713,404.486 MT 1.00016123 +1 22 35.4 EZ2663 EZ2663! - Elev Factor x Scale Factor = Combined Factor EZ2663!SPC NC - 0.99999085 x 0.99990201 = 0.99989286 EZ2663!UTM 17 - 0.99999085 x 1.00016123 = 1.00015208 EZ2663 EZ2663 SUPERSEDED SURVEY CONTROL EZ2663 EZ2663 NGVD 29 (12/03/90) 91.64 (m) 300.7 (f) LEVELING 3 EZ2663 EZ2663.Superseded values are not recommended for survey control. EZ2663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2663.See file dsdata.txt to determine how the superseded data were derived. EZ2663 EZ2663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1340452331(NAD 83) EZ2663_MARKER: DE = TRAVERSE STATION DISK EZ2663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2663_SP_SET: CONCRETE POST EZ2663_STAMPING: SWINGS 1978 EZ2663_MARK LOGO: NCGS EZ2663_PROJECTION: FLUSH EZ2663_MAGNETIC: N = NO MAGNETIC MATERIAL EZ2663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2663+STABILITY: SURFACE MOTION EZ2663 EZ2663 HISTORY - Date Condition Report By EZ2663 HISTORY - 1978 MONUMENTED NCGS EZ2663 HISTORY - 1978 GOOD NCGS EZ2663 HISTORY - 1987 GOOD USPSQD EZ2663 EZ2663 STATION DESCRIPTION EZ2663 EZ2663'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ2663'THE STATION IS LOCATED ALONG SR 2713 (VANDORA SPRINGS ROAD) IN THE EZ2663'TIFFANY WOODS SECTION IN SOUTHWEST GARNER. EZ2663' EZ2663'TO REACH THE STATION FROM THE INTERSECTION OF SR 2711 (BUFFALO ROAD) EZ2663'AND SR 2713 (VANDORA SPRINGS ROAD), PROCEED NORTHEAST ALONG SR 2713 EZ2663'FOR 0.35 MILE TO STATION ON THE RIGHT, ATOP HIGH BANK AND UNDER POWER EZ2663'LINE IN BACK YARD OF JAMES B. EDGERTON RESIDENCE IN VICINITY OF EZ2663'CHILDRENS SWINGS. EZ2663' EZ2663'STATION MARK IS A STANDARD DISK STAMPED---SWINGS 1978---SET IN THE TOP EZ2663'OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE. THE EZ2663'MARK IS 48.6 FEET SOUTH-SOUTHEAST OF CENTERLINE OF SR 2713, 12.2 FEET EZ2663'WEST-SOUTHWEST OF POWER POLE WITH TRANSFORMER, LIGHT AND REFERENCE TAG EZ2663'27.5 FEET NORTHWEST OF 6 INCH PINE WITH REFERENCE TAG, 33.3 FEET EZ2663'NORTH OF 8 INCH PINE WITH REFERENCE TAG AND 43.7 FEET EAST OF PINE EZ2663'SEEDLING AT CORNER OF LOT. EZ2663 EZ2663 STATION RECOVERY (1978) EZ2663 EZ2663'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EZ2663'IN GARNER. EZ2663'THE STATION IS LOCATED IN THE SOUTHWEST SECTION OF GARNER, ALONG SR EZ2663'2713 (VANDORA SPRINGS ROAD) IN THE TIFFANY WOODS SECTION. TO REACH EZ2663'THE STATION FROM THE INTERSECTION OF SR 2711 (BUFFALOE ROAD) AND SR EZ2663'2713 (VANDORA SPRINGS ROAD) PROCEED NORTHEAST ALONG SR 2713 FOR 0.35 EZ2663'MILE TO STATION ON RIGHT, ATOP HIGH BANK AND UNDER POWER LINE IN EZ2663'BACK YARD OF JAMES B. EDGERTON RESIDENCE IN VICINITY OF CHILDRENS EZ2663'SWINGS, 48.6 FEET SOUTH-SOUTHEAST OF CENTERLINE OF SR 2713, 12.2 EZ2663'FEET WEST-SOUTHWEST OF POWER POLE WITH TRANSFORMER AND LIGHT AND EZ2663'WITH REFERENCE TAG, 27.5 FEET NORTHWEST OF 6 INCH PINE WITH EZ2663'REFERENCE TAG, 33.3 FEET NORTH OF 8 INCH PINE WITH REFERENCE TAG, AND EZ2663'43.7 FEET EAST OF PINE SEEDLING AT CORNER OF LOT. EZ2663'THE MARK IS 10. FT ABOVE ROAD. EZ2663 EZ2663 STATION RECOVERY (1987) EZ2663 EZ2663'RECOVERY NOTE BY US POWER SQUADRON 1987 (FBB) EZ2663'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5708 *********************************************************************** EZ5708 DESIGNATION - SWISS EZ5708 PID - EZ5708 EZ5708 STATE/COUNTY- NC/WAKE EZ5708 USGS QUAD - ZEBULON (1981) EZ5708 EZ5708 *CURRENT SURVEY CONTROL EZ5708 ___________________________________________________________________ EZ5708* NAD 83(1986)- 35 46 31.22190(N) 078 21 41.68696(W) ADJUSTED EZ5708* NAVD 88 - 96.2 (meters) 316. (feet) VERTCON EZ5708 ___________________________________________________________________ EZ5708 LAPLACE CORR- -4.26 (seconds) DEFLEC99 EZ5708 GEOID HEIGHT- -34.00 (meters) GEOID03 EZ5708 EZ5708 HORZ ORDER - SECOND EZ5708 EZ5708.The North Carolina HARNS have been completed but, EZ5708.due to contractual restrictions, coordinates for these stations EZ5708.will NOT be published in the near future. In the interim, the EZ5708.published coordinates in North Carolina will not be EZ5708.consistent with the Continuously Operating Reference Stations EZ5708.(CORS). The HARN coordinates for these stations are available EZ5708.upon request. Contact Gary Thompson(919-733-3836). EZ5708. EZ5708.In addition, the published North Carolina positions EZ5708.(NAD 83 (1986)) are NOT consistent with those determined in EZ5708.adjacent state readjustments. The discontinuity between stations EZ5708.located in North Carolina and those in adjacent states EZ5708.which have been adjusted to the HARN may be as much as 5 EZ5708.decimeters. This will result in a significant loss of accuracy EZ5708.over lines crossing such state borders. EZ5708 EZ5708 EZ5708.The horizontal coordinates were established by classical geodetic methods EZ5708.and adjusted by the National Geodetic Survey in January 1990. EZ5708 EZ5708.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5708 EZ5708.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5708 EZ5708.The geoid height was determined by GEOID03. EZ5708 EZ5708; North East Units Scale Factor Converg. EZ5708;SPC NC - 224,860.297 667,321.020 MT 0.99991425 +0 22 06.5 EZ5708;SPC NC - 737,729.16 2,189,369.05 sFT 0.99991425 +0 22 06.5 EZ5708;UTM 17 - 3,962,242.319 738,494.074 MT 1.00030095 +1 32 35.4 EZ5708 EZ5708! - Elev Factor x Scale Factor = Combined Factor EZ5708!SPC NC - 0.99999024 x 0.99991425 = 0.99990449 EZ5708!UTM 17 - 0.99999024 x 1.00030095 = 1.00029119 EZ5708 EZ5708 SUPERSEDED SURVEY CONTROL EZ5708 EZ5708 NGVD 29 (01/12/90) 96.5 (m) 317. (f) VERT ANG EZ5708 EZ5708.Superseded values are not recommended for survey control. EZ5708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5708.See file dsdata.txt to determine how the superseded data were derived. EZ5708 EZ5708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3849462242(NAD 83) EZ5708_MARKER: DE = TRAVERSE STATION DISK EZ5708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5708_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5708+STABILITY: SURFACE MOTION EZ5708_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ5708+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005 EZ5708 EZ5708 HISTORY - Date Condition Report By EZ5708 HISTORY - 1980 MONUMENTED NCGS EZ5708 HISTORY - 20050415 GOOD USPSQD EZ5708 EZ5708 STATION DESCRIPTION EZ5708 EZ5708'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EZ5708'THE STATION IS LOCATED APPROXIMATELY 0.9 MILE SOUTHEAST OF WENDELL. EZ5708' EZ5708'TO REACH THE STATION FROM THE INTERSECTION OF NC 231 WITH US 64 EZ5708'BUSINESS IN WENDELL, PROCEED SOUTHERLY ALONG NC 231 FOR 0.55 MILE TO EZ5708'STATION ON THE RIGHT AT THE FOREST LANE ENTRANCE. EZ5708' EZ5708'STATION MARK IS A STANDARD DISK STAMPED---SWISS 1980---SET IN TOP OF A EZ5708'10 INCH CONCRETE CYLINDER FLUSH WITH GROUND SURFACE. THE MARK IS 38.6 EZ5708'FEET WEST OF THE CENTERLINE OF NC 231, 51.4 FEET NORTH OF THE EZ5708'CENTERLINE OF FOREST LANE, 29.6 FEET NORTH OF FIRE HYDRANT, 32.0 FEET EZ5708'NORTH-NORTHWEST OF NORTH END OF CULVERT, 60.5 FEET WEST OF SERVICE EZ5708'POLE WITH LIGHT AND 29.6 FEET NORTH OF TELEPHONE POLE BOTH WITH EZ5708'REFERENCE TAGS. EZ5708 EZ5708 STATION RECOVERY (2005) EZ5708 EZ5708'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ5708'N 35 46.522 EZ5708'W 078 21.696 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2157 *********************************************************************** EZ2157 DESIGNATION - SWITCH EZ2157 PID - EZ2157 EZ2157 STATE/COUNTY- NC/WAKE EZ2157 USGS QUAD - CARY (1993) EZ2157 EZ2157 *CURRENT SURVEY CONTROL EZ2157 ___________________________________________________________________ EZ2157* NAD 83(1986)- 35 49 12.10011(N) 078 52 20.76754(W) ADJUSTED EZ2157* NAVD 88 - 119.635 (meters) 392.50 (feet) ADJUSTED EZ2157 ___________________________________________________________________ EZ2157 LAPLACE CORR- -5.78 (seconds) DEFLEC99 EZ2157 GEOID HEIGHT- -31.89 (meters) GEOID03 EZ2157 DYNAMIC HT - 119.535 (meters) 392.17 (feet) COMP EZ2157 MODELED GRAV- 979,790.9 (mgal) NAVD 88 EZ2157 EZ2157 HORZ ORDER - SECOND EZ2157 VERT ORDER - SECOND CLASS II EZ2157 EZ2157.The North Carolina HARNS have been completed but, EZ2157.due to contractual restrictions, coordinates for these stations EZ2157.will NOT be published in the near future. In the interim, the EZ2157.published coordinates in North Carolina will not be EZ2157.consistent with the Continuously Operating Reference Stations EZ2157.(CORS). The HARN coordinates for these stations are available EZ2157.upon request. Contact Gary Thompson(919-733-3836). EZ2157. EZ2157.In addition, the published North Carolina positions EZ2157.(NAD 83 (1986)) are NOT consistent with those determined in EZ2157.adjacent state readjustments. The discontinuity between stations EZ2157.located in North Carolina and those in adjacent states EZ2157.which have been adjusted to the HARN may be as much as 5 EZ2157.decimeters. This will result in a significant loss of accuracy EZ2157.over lines crossing such state borders. EZ2157 EZ2157 EZ2157.The horizontal coordinates were established by classical geodetic methods EZ2157.and adjusted by the National Geodetic Survey in July 1986. EZ2157 EZ2157.The orthometric height was determined by differential leveling EZ2157.and adjusted by the National Geodetic Survey in June 1991. EZ2157 EZ2157.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2157 EZ2157.The geoid height was determined by GEOID03. EZ2157 EZ2157.The dynamic height is computed by dividing the NAVD 88 EZ2157.geopotential number by the normal gravity value computed on the EZ2157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2157.degrees latitude (g = 980.6199 gals.). EZ2157 EZ2157.The modeled gravity was interpolated from observed gravity values. EZ2157 EZ2157; North East Units Scale Factor Converg. EZ2157;SPC NC - 229,640.106 621,128.082 MT 0.99992167 +0 04 25.1 EZ2157;SPC NC - 753,410.91 2,037,817.72 sFT 0.99992167 +0 04 25.1 EZ2157;UTM 17 - 3,966,076.202 692,201.108 MT 1.00005522 +1 14 43.9 EZ2157 EZ2157! - Elev Factor x Scale Factor = Combined Factor EZ2157!SPC NC - 0.99998623 x 0.99992167 = 0.99990790 EZ2157!UTM 17 - 0.99998623 x 1.00005522 = 1.00004145 EZ2157 EZ2157: Primary Azimuth Mark Grid Az EZ2157:SPC NC - CHANDLER 171 01 45.9 EZ2157:UTM 17 - CHANDLER 169 51 27.1 EZ2157 EZ2157|---------------------------------------------------------------------| EZ2157| PID Reference Object Distance Geod. Az | EZ2157| dddmmss.s | EZ2157| EZ5429 FURRELL 248.712 METERS 01610 | EZ2157| EZ2156 CHANDLER APPROX. 0.6 KM 1710611.0 | EZ2157| EZ5411 BARN 191.672 METERS 20530 | EZ2157|---------------------------------------------------------------------| EZ2157 EZ2157 SUPERSEDED SURVEY CONTROL EZ2157 EZ2157 NAD 27 - 35 49 11.56620(N) 078 52 21.74871(W) AD( ) 2 EZ2157 NGVD 29 (??/??/92) 119.889 (m) 393.34 (f) ADJ UNCH 2 2 EZ2157 EZ2157.Superseded values are not recommended for survey control. EZ2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2157.See file dsdata.txt to determine how the superseded data were derived. EZ2157 EZ2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9220166076(NAD 83) EZ2157_MARKER: DH = HORIZONTAL CONTROL DISK EZ2157_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND EZ2157_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2157_STAMPING: SWITCH 1961 EZ2157_MARK LOGO: NCGS EZ2157_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ2157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ2157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ2157+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1996 EZ2157 EZ2157 HISTORY - Date Condition Report By EZ2157 HISTORY - 1961 MONUMENTED NCGS EZ2157 HISTORY - 1976 GOOD NCGS EZ2157 HISTORY - 19960314 GOOD NCGS EZ2157 EZ2157 STATION DESCRIPTION EZ2157 EZ2157'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ2157'SWITCH IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2157'IN THE VICINITY OF DURHAM, NORTH CAROLINA. EZ2157' EZ2157'SWITCH IS LOCATED APPROXIMATELY 0.2 MILE SSW OF THE CENTER OF EZ2157'CARPENTER, N.C. STATION IS LOCATED ON THE WEST BANK OF EZ2157'DURHAM SOUTHERN RAILROAD IN THE SMALL TOWN OF CARPENTER. ABOUT EZ2157'175 FT SOUTH OF THE INTERSECTION OF RAILROAD AND SR 1002. EZ2157' EZ2157'STATION MARK IS A PRECAST MONUMENT WITH A N.C. TRAVERSE DISK EZ2157'SET IN THE TOP, STAMPED SWITCH 1961, WHICH IS 2 INCHES BELOW EZ2157'THE SURFACE OF THE GROUND. EZ2157' EZ2157'MARK IS EZ2157' EZ2157'15.0 FT SSW OF PP WITH ALUMINUM REF. TAG EZ2157' EZ2157'46.3 FT SE OF SE CORNER OF YELLOW BUILDING EZ2157' EZ2157'67.8 FT NE OF 8 INCH PINE TREE WITH ALUMINUM REF. TAG EZ2157' EZ2157'30.9 FT W OF W RAIL OF MAIN LINE OF DURHAM SOUTHERN RR EZ2157' EZ2157'81.9 FT NW OF RR SIDING SWITCH IN CARPENTER EZ2157 EZ2157 STATION RECOVERY (1976) EZ2157 EZ2157'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2157'IN CARPENTER. EZ2157'STATION IS LOCATED ON THE WEST BANK OF DURHAM SOUTHERN RAILROAD IN THE EZ2157'SMALL TOWN OF CARPENTER. ABOUT 175 FEET SOUTH OF THE INTERSECTION OF EZ2157'RAILROAD AND SR 1623. 15.0 FT. SSW OF POWER POLE WITH ALUMINUM REF. EZ2157'TAG, 46.3 FT. SE OF SOUTHEAST CORNER OF YELLOW BUILDING, 67.8 FT. NE EZ2157'OF 8 INCH PINE WITH ALUMINUM REF. TAG, 30.9 FT. W OF WEST RAIL OF MAIN EZ2157'LINE OF DURHAM SOUTHERN RAILROAD AND 81.9 FT. NW OF RAILROAD SIDING EZ2157'SWITCH IN CARPENTER. DISK IS SET IN TOP OF CONCRETE CYLINDER, 2 EZ2157'INCHES BELOW THE SURFACE OF THE GROUND. EZ2157 EZ2157 STATION RECOVERY (1996) EZ2157 EZ2157'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG) EZ2157'UPDATE AS FOLLOWS--SR 1002 IS NOW SR 3014 (MORRISVILLE-CARPENTER ROAD) EZ2157'. POWER POLE IS GONE. MARK IS LOCATED 68.3 FT (20.8 M) NORTHEAST OF EZ2157'A 16-INCH PINE, AND 30.0 FT (9.1 M) EAST OF THE NORTHEAST CORNER POST EZ2157'OF A BARN SHELTER--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5209 *********************************************************************** EZ5209 DESIGNATION - T 15 B STA 98 EZ5209 PID - EZ5209 EZ5209 STATE/COUNTY- NC/WAKE EZ5209 USGS QUAD - BAYLEAF (1987) EZ5209 EZ5209 *CURRENT SURVEY CONTROL EZ5209 ___________________________________________________________________ EZ5209* NAD 83(1986)- 35 59 17.28516(N) 078 40 58.47165(W) ADJUSTED EZ5209* NAVD 88 - 121.44 (+/-2cm) 398.4 (feet) VERTCON EZ5209 ___________________________________________________________________ EZ5209 LAPLACE CORR- -7.06 (seconds) DEFLEC99 EZ5209 GEOID HEIGHT- -32.19 (meters) GEOID03 EZ5209 EZ5209 HORZ ORDER - SECOND EZ5209 VERT ORDER - THIRD ? (See Below) EZ5209 EZ5209.The North Carolina HARNS have been completed but, EZ5209.due to contractual restrictions, coordinates for these stations EZ5209.will NOT be published in the near future. In the interim, the EZ5209.published coordinates in North Carolina will not be EZ5209.consistent with the Continuously Operating Reference Stations EZ5209.(CORS). The HARN coordinates for these stations are available EZ5209.upon request. Contact Gary Thompson(919-733-3836). EZ5209. EZ5209.In addition, the published North Carolina positions EZ5209.(NAD 83 (1986)) are NOT consistent with those determined in EZ5209.adjacent state readjustments. The discontinuity between stations EZ5209.located in North Carolina and those in adjacent states EZ5209.which have been adjusted to the HARN may be as much as 5 EZ5209.decimeters. This will result in a significant loss of accuracy EZ5209.over lines crossing such state borders. EZ5209 EZ5209 EZ5209.The horizontal coordinates were established by classical geodetic methods EZ5209.and adjusted by the National Geodetic Survey in July 1986. EZ5209 EZ5209.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5209.The vertical order pertains to the NGVD 29 superseded value. EZ5209 EZ5209.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5209 EZ5209.The geoid height was determined by GEOID03. EZ5209 EZ5209; North East Units Scale Factor Converg. EZ5209;SPC NC - 248,329.884 638,194.281 MT 0.99995506 +0 10 58.9 EZ5209;SPC NC - 814,728.96 2,093,809.07 sFT 0.99995506 +0 10 58.9 EZ5209;UTM 17 - 3,985,115.139 708,882.971 MT 1.00013766 +1 21 43.4 EZ5209 EZ5209! - Elev Factor x Scale Factor = Combined Factor EZ5209!SPC NC - 0.99998599 x 0.99995506 = 0.99994105 EZ5209!UTM 17 - 0.99998599 x 1.00013766 = 1.00012365 EZ5209 EZ5209 SUPERSEDED SURVEY CONTROL EZ5209 EZ5209 NAD 27 - 35 59 16.75730(N) 078 40 59.45141(W) AD( ) 2 EZ5209 NGVD 29 (07/19/86) 121.69 (m) 399.2 (f) LEVELING 3 EZ5209 EZ5209.Superseded values are not recommended for survey control. EZ5209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5209.See file dsdata.txt to determine how the superseded data were derived. EZ5209 EZ5209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0888385115(NAD 83) EZ5209_MARKER: DE = TRAVERSE STATION DISK EZ5209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5209_STAMPING: USED T-15-B STA. 98 1943 EZ5209_MARK LOGO: USE EZ5209_MAGNETIC: N = NO MAGNETIC MATERIAL EZ5209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5209+STABILITY: SURFACE MOTION EZ5209 EZ5209 HISTORY - Date Condition Report By EZ5209 HISTORY - 1970 MONUMENTED USE EZ5209 HISTORY - 19850101 SEE DESCRIPTION NCGS EZ5209 EZ5209 STATION DESCRIPTION EZ5209 EZ5209'DESCRIBED BY US ENGINEERS 1970 (EM) EZ5209'USED T-15-B, STA. 98, IS A N.C. GEODETIC SURVEY TRAVERSE STATION EZ5209'ESTABLISHED IN THE VICINITY OF NORTHWEST WAKE COUNTY. EZ5209' EZ5209'USED T-15-B, STA. 98, IS LOCATED APPROXIMATELY 3.7 MILES NORTHWEST OF EZ5209'BAYLEAF AND 6.1 MILES NORTH OF LEESVILLE. TO REACH STATION PROCEED EZ5209'FROM THE INTERSECTION OF NC 50 AND NC 98, GO EAST ON NC 98 FOR EZ5209'0.15 MILE TO STATION ON LEFT, 0.3 MILE WEST OF INTERSECTION OF NC EZ5209'98 AND SR 1846. EZ5209' EZ5209'STATION MARK IS A STANDARD CORPS OF ENGINEERS PRECAST MONUMENT, WITH EZ5209'A DISK STAMPED USED T-15-B, STA. 98 1943, WHICH IS 12 INCHES ABOVE EZ5209'THE SURFACE OF THE GROUND. EZ5209' EZ5209'MARK IS-- EZ5209'41.7 FEET NNE OF C/L OF NC 98. EZ5209'105.5 FEET ESE OF ALUMINUM REF. TAG ON SIGN POST. EZ5209'32.9 FEET N OF ALUMINUM REF. TAG ON SIGN POST. EZ5209'163.7 FEET WNW OF TOP OF W END OF 14 INCH CONCRETE CULVERT. EZ5209'170.0 FEET WNW OF C/L OF DRIVEWAY. EZ5209 EZ5209 STATION RECOVERY (1985) EZ5209 EZ5209'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ5209'STATION HAS BEEN DESTROYED BY WIDENING OF NC 98. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5463 *********************************************************************** EZ5463 DESIGNATION - TANGENT EZ5463 PID - EZ5463 EZ5463 STATE/COUNTY- NC/WAKE EZ5463 USGS QUAD - GREEN LEVEL (1993) EZ5463 EZ5463 *CURRENT SURVEY CONTROL EZ5463 ___________________________________________________________________ EZ5463* NAD 83(1986)- 35 49 37.20069(N) 078 52 31.49967(W) ADJUSTED EZ5463* NAVD 88 - 108.664 (meters) 356.51 (feet) ADJUSTED EZ5463 ___________________________________________________________________ EZ5463 LAPLACE CORR- -5.76 (seconds) DEFLEC99 EZ5463 GEOID HEIGHT- -31.86 (meters) GEOID03 EZ5463 DYNAMIC HT - 108.573 (meters) 356.21 (feet) COMP EZ5463 MODELED GRAV- 979,792.5 (mgal) NAVD 88 EZ5463 EZ5463 HORZ ORDER - SECOND EZ5463 VERT ORDER - SECOND CLASS II EZ5463 EZ5463.The North Carolina HARNS have been completed but, EZ5463.due to contractual restrictions, coordinates for these stations EZ5463.will NOT be published in the near future. In the interim, the EZ5463.published coordinates in North Carolina will not be EZ5463.consistent with the Continuously Operating Reference Stations EZ5463.(CORS). The HARN coordinates for these stations are available EZ5463.upon request. Contact Gary Thompson(919-733-3836). EZ5463. EZ5463.In addition, the published North Carolina positions EZ5463.(NAD 83 (1986)) are NOT consistent with those determined in EZ5463.adjacent state readjustments. The discontinuity between stations EZ5463.located in North Carolina and those in adjacent states EZ5463.which have been adjusted to the HARN may be as much as 5 EZ5463.decimeters. This will result in a significant loss of accuracy EZ5463.over lines crossing such state borders. EZ5463 EZ5463 EZ5463.The horizontal coordinates were established by classical geodetic methods EZ5463.and adjusted by the National Geodetic Survey in July 1986. EZ5463 EZ5463.The orthometric height was determined by differential leveling EZ5463.and adjusted by the National Geodetic Survey in December 2000. EZ5463 EZ5463.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5463 EZ5463.The geoid height was determined by GEOID03. EZ5463 EZ5463.The dynamic height is computed by dividing the NAVD 88 EZ5463.geopotential number by the normal gravity value computed on the EZ5463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ5463.degrees latitude (g = 980.6199 gals.). EZ5463 EZ5463.The modeled gravity was interpolated from observed gravity values. EZ5463 EZ5463; North East Units Scale Factor Converg. EZ5463;SPC NC - 230,413.329 620,857.732 MT 0.99992288 +0 04 18.9 EZ5463;SPC NC - 755,947.73 2,036,930.74 sFT 0.99992288 +0 04 18.9 EZ5463;UTM 17 - 3,966,843.835 691,914.961 MT 1.00005387 +1 14 38.3 EZ5463 EZ5463! - Elev Factor x Scale Factor = Combined Factor EZ5463!SPC NC - 0.99998795 x 0.99992288 = 0.99991083 EZ5463!UTM 17 - 0.99998795 x 1.00005387 = 1.00004181 EZ5463 EZ5463: Primary Azimuth Mark Grid Az EZ5463:SPC NC - MARKET 163 28 54.0 EZ5463:UTM 17 - MARKET 162 18 34.6 EZ5463 EZ5463|---------------------------------------------------------------------| EZ5463| PID Reference Object Distance Geod. Az | EZ5463| dddmmss.s | EZ5463| EZ5434 MARKET 457.517 METERS 1633312.9 | EZ5463| EZ5462 LOG 310.776 METERS 32630 | EZ5463|---------------------------------------------------------------------| EZ5463 EZ5463 SUPERSEDED SURVEY CONTROL EZ5463 EZ5463 NAD 27 - 35 49 36.66824(N) 078 52 32.47999(W) AD( ) 2 EZ5463 NGVD 29 (07/19/86) 108.9 (m) 357. (f) VERT ANG EZ5463 EZ5463.Superseded values are not recommended for survey control. EZ5463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5463.See file dsdata.txt to determine how the superseded data were derived. EZ5463 EZ5463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9191566844(NAD 83) EZ5463_MARKER: DH = HORIZONTAL CONTROL DISK EZ5463_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND EZ5463_STAMPING: TANGENT 1961 EZ5463_MARK LOGO: NCGS EZ5463_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ5463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ5463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5463+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1996 EZ5463 EZ5463 HISTORY - Date Condition Report By EZ5463 HISTORY - 1961 MONUMENTED NCGS EZ5463 HISTORY - 19960319 GOOD NCGS EZ5463 EZ5463 STATION DESCRIPTION EZ5463 EZ5463'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ5463'TANGENT IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5463'IN THE VICINITY OF DURHAM, NORTH CAROLINA. EZ5463' EZ5463'TANGENT IS LOCATED IN THE NORTHWEST PART OF CARPENTER, EZ5463'N.C. TO REACH STATION PROCEED FROM THE INTERSECTION OF SR 1624 EZ5463'AND NC 55 NORTH ON NC 55 FOR 0.3 MILES TO STATION. THE STATION EZ5463'IS LOCATED IN SMALL TANGENT OF TWO CURVES IN WIDE SHOULDER ON EZ5463'EAST SIDE OF NC 55. EZ5463' EZ5463'STATION MARK IS A PRECAST MONUMENT WITH A N.C. BRASS TRAVERSE EZ5463'DISK, STAMPED TANGENT 1961, WHICH IS 2 INCHES BELOW THE EZ5463'SURFACE OF THE GROUND. EZ5463' EZ5463'MARK IS EZ5463' EZ5463'32.3 FT E OF C/L OF NC 55 EZ5463' EZ5463'64.0 FT SW OF TP WITH ALUMINUM REF. TAG EZ5463' EZ5463'81.8 FT E OF 10 INCH PINE TREE WITH ALUMINUM REF. TAG EZ5463' EZ5463'92.5 FT NE OF 8 INCH PINE TREE WITH ALUMINUM REF. TAG EZ5463 EZ5463 STATION RECOVERY (1996) EZ5463 EZ5463'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1996 (JGG) EZ5463'UPDATE AS FOLLOWS--SR 1624 IS CARPENTER FIRE STATION ROAD. MARK IS EZ5463'FLUSH WITH THE GROUND. LOCATED 241.0 FT (73.5 M) NORTH OF THE EAST EZ5463'END OF A HIGHWAY CULVERT--AND 82.8 FT (25.2 M) EAST-NORTHEAST OF A EZ5463'20-INCH PINE, 107.1 FT (32.6 M) NORTHEAST OF AN 18-INCH PINE, 89.9 FT EZ5463'(27.4 M) NORTHWEST OF A 12-INCH PINE--ALL THREE WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7344 *********************************************************************** AE7344 DESIGNATION - TANGLEWILD AE7344 PID - AE7344 AE7344 STATE/COUNTY- NC/WAKE AE7344 USGS QUAD - BAYLEAF (1987) AE7344 AE7344 *CURRENT SURVEY CONTROL AE7344 ___________________________________________________________________ AE7344* NAD 83(1986)- 35 52 53.80020(N) 078 43 40.17492(W) ADJUSTED AE7344* NAVD 88 - 140.734 (meters) 461.72 (feet) ADJUSTED AE7344 ___________________________________________________________________ AE7344 LAPLACE CORR- -7.36 (seconds) DEFLEC99 AE7344 GEOID HEIGHT- -32.27 (meters) GEOID03 AE7344 DYNAMIC HT - 140.615 (meters) 461.33 (feet) COMP AE7344 MODELED GRAV- 979,784.0 (mgal) NAVD 88 AE7344 AE7344 HORZ ORDER - SECOND AE7344 VERT ORDER - SECOND CLASS II AE7344 AE7344.The North Carolina HARNS have been completed but, AE7344.due to contractual restrictions, coordinates for these stations AE7344.will NOT be published in the near future. In the interim, the AE7344.published coordinates in North Carolina will not be AE7344.consistent with the Continuously Operating Reference Stations AE7344.(CORS). The HARN coordinates for these stations are available AE7344.upon request. Contact Gary Thompson(919-733-3836). AE7344. AE7344.In addition, the published North Carolina positions AE7344.(NAD 83 (1986)) are NOT consistent with those determined in AE7344.adjacent state readjustments. The discontinuity between stations AE7344.located in North Carolina and those in adjacent states AE7344.which have been adjusted to the HARN may be as much as 5 AE7344.decimeters. This will result in a significant loss of accuracy AE7344.over lines crossing such state borders. AE7344 AE7344 AE7344.The horizontal coordinates were established by classical geodetic methods AE7344.and adjusted by the National Geodetic Survey in March 1998. AE7344 AE7344.The orthometric height was determined by differential leveling AE7344.and adjusted by the National Geodetic Survey in September 1998. AE7344 AE7344.The Laplace correction was computed from DEFLEC99 derived deflections. AE7344 AE7344.The geoid height was determined by GEOID03. AE7344 AE7344.The dynamic height is computed by dividing the NAVD 88 AE7344.geopotential number by the normal gravity value computed on the AE7344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7344.degrees latitude (g = 980.6199 gals.). AE7344 AE7344.The modeled gravity was interpolated from observed gravity values. AE7344 AE7344; North East Units Scale Factor Converg. AE7344;SPC NC - 236,498.949 634,176.345 MT 0.99993290 +0 09 25.5 AE7344;SPC NC - 775,913.64 2,080,626.89 sFT 0.99993290 +0 09 25.5 AE7344;UTM 17 - 3,973,201.967 705,108.222 MT 1.00011841 +1 19 56.0 AE7344 AE7344! - Elev Factor x Scale Factor = Combined Factor AE7344!SPC NC - 0.99998298 x 0.99993290 = 0.99991588 AE7344!UTM 17 - 0.99998298 x 1.00011841 = 1.00010139 AE7344 AE7344 SUPERSEDED SURVEY CONTROL AE7344 AE7344 NGVD 29 (03/10/98) 141.00 (m) 462.6 (f) LEVELING 3 AE7344 AE7344.Superseded values are not recommended for survey control. AE7344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7344.See file dsdata.txt to determine how the superseded data were derived. AE7344 AE7344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0510873202(NAD 83) AE7344_MARKER: DH = HORIZONTAL CONTROL DISK AE7344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7344_STAMPING: TANGLEWILD 1986 AE7344_MARK LOGO: NCGS AE7344_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7344+STABILITY: SURFACE MOTION AE7344 AE7344 HISTORY - Date Condition Report By AE7344 HISTORY - 1986 MONUMENTED NCGS AE7344 HISTORY - 19870101 GOOD NCGS AE7344 AE7344 STATION DESCRIPTION AE7344 AE7344'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7344'STATION IS LOCATED ABOUT 13.8 KM (8.55 MI) NORTHWEST OF CAPITOL SQUARE AE7344'(IN RALEIGH) AND 2.8 KM (1.75 MI) SOUTH OF LEESVILLE COMMUNITY. ALONG AE7344'SR 1835 (PINECREST DRIVE) FOR 1.0 KM (0.60 MI) NORTH FROM US 70, AT AE7344'TANGLEWILD DRIVE, ON THE NORTHWEST SIDE OF THE T-INTERSECTION. MARK IS AE7344'RECESSED 2 INCHES BELOW GROUND AND LEVEL WITH ROAD. LOCATED 9.4 M AE7344'(30.8 FT) WEST OF THE CENTERLINE OF THE ROAD, 21.6 M (70.9 FT) AE7344'NORTH-NORTHWEST OF THE CENTERLINE OF THE T-INTERSECTION, 33.6 M (110.2 AE7344'FT) NORTH OF A TELEPHONE PEDESTAL, 22.8 M (74.8 FT) NORTHWEST OF THE AE7344'NORTH MOST BRICK COLUMN AT THE ENTRANCE TO TANGLEWILD, 32.0 M (105.0 AE7344'FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A FENCE AROUND A AE7344'CEMETERY--AND 36.3 M (119.1 FT) SOUTH OF A POWER POLE, 1.3 M (4.3 FT) AE7344'NORTHEAST OF A FENCE POST--BOTH WITH REFERENCE TAGS. AE7344 AE7344 STATION RECOVERY (1987) AE7344 AE7344'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7344'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1060 *********************************************************************** EZ1060 DESIGNATION - TANK EZ1060 PID - EZ1060 EZ1060 STATE/COUNTY- NC/WAKE EZ1060 USGS QUAD - APEX (1993) EZ1060 EZ1060 *CURRENT SURVEY CONTROL EZ1060 ___________________________________________________________________ EZ1060* NAD 83(1986)- 35 42 01.40583(N) 078 50 00.89813(W) ADJUSTED EZ1060* NAVD 88 - 123.195 (meters) 404.18 (feet) ADJUSTED EZ1060 ___________________________________________________________________ EZ1060 LAPLACE CORR- -5.04 (seconds) DEFLEC99 EZ1060 GEOID HEIGHT- -32.34 (meters) GEOID03 EZ1060 DYNAMIC HT - 123.087 (meters) 403.83 (feet) COMP EZ1060 MODELED GRAV- 979,760.2 (mgal) NAVD 88 EZ1060 EZ1060 HORZ ORDER - SECOND EZ1060 VERT ORDER - SECOND CLASS 0 EZ1060 EZ1060.The North Carolina HARNS have been completed but, EZ1060.due to contractual restrictions, coordinates for these stations EZ1060.will NOT be published in the near future. In the interim, the EZ1060.published coordinates in North Carolina will not be EZ1060.consistent with the Continuously Operating Reference Stations EZ1060.(CORS). The HARN coordinates for these stations are available EZ1060.upon request. Contact Gary Thompson(919-733-3836). EZ1060. EZ1060.In addition, the published North Carolina positions EZ1060.(NAD 83 (1986)) are NOT consistent with those determined in EZ1060.adjacent state readjustments. The discontinuity between stations EZ1060.located in North Carolina and those in adjacent states EZ1060.which have been adjusted to the HARN may be as much as 5 EZ1060.decimeters. This will result in a significant loss of accuracy EZ1060.over lines crossing such state borders. EZ1060 EZ1060 EZ1060.The horizontal coordinates were established by classical geodetic methods EZ1060.and adjusted by the National Geodetic Survey in July 1986. EZ1060 EZ1060.The orthometric height was determined by differential leveling EZ1060.and adjusted by the National Geodetic Survey in June 1991. EZ1060 EZ1060.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1060 EZ1060.The geoid height was determined by GEOID03. EZ1060 EZ1060.The dynamic height is computed by dividing the NAVD 88 EZ1060.geopotential number by the normal gravity value computed on the EZ1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1060.degrees latitude (g = 980.6199 gals.). EZ1060 EZ1060.The modeled gravity was interpolated from observed gravity values. EZ1060 EZ1060; North East Units Scale Factor Converg. EZ1060;SPC NC - 216,372.186 624,661.092 MT 0.99990316 +0 05 45.8 EZ1060;SPC NC - 709,881.08 2,049,408.93 sFT 0.99990316 +0 05 45.8 EZ1060;UTM 17 - 3,952,881.195 696,004.931 MT 1.00007343 +1 15 52.6 EZ1060 EZ1060! - Elev Factor x Scale Factor = Combined Factor EZ1060!SPC NC - 0.99998574 x 0.99990316 = 0.99988890 EZ1060!UTM 17 - 0.99998574 x 1.00007343 = 1.00005917 EZ1060 EZ1060: Primary Azimuth Mark Grid Az EZ1060:SPC NC - FORNEY 181 57 21.1 EZ1060:UTM 17 - FORNEY 180 47 14.3 EZ1060 EZ1060|---------------------------------------------------------------------| EZ1060| PID Reference Object Distance Geod. Az | EZ1060| dddmmss.s | EZ1060| EZ5319 FORNEY APPROX. 1.4 KM 1820306.9 | EZ1060| EZ1061 WRECKER 431.018 METERS 3465540.6 | EZ1060|---------------------------------------------------------------------| EZ1060 EZ1060 SUPERSEDED SURVEY CONTROL EZ1060 EZ1060 NAD 27 - 35 42 00.85939(N) 078 50 01.86734(W) AD( ) 2 EZ1060 NGVD 29 (??/??/92) 123.450 (m) 405.02 (f) ADJ UNCH 2 0 EZ1060 EZ1060.Superseded values are not recommended for survey control. EZ1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1060.See file dsdata.txt to determine how the superseded data were derived. EZ1060 EZ1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9600552881(NAD 83) EZ1060_MARKER: DE = TRAVERSE STATION DISK EZ1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1060_STAMPING: TANK 1967 EZ1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1060+STABILITY: SURFACE MOTION EZ1060 EZ1060 HISTORY - Date Condition Report By EZ1060 HISTORY - 1967 MONUMENTED NCGS EZ1060 HISTORY - 1973 GOOD NCGS EZ1060 EZ1060 STATION DESCRIPTION EZ1060 EZ1060'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1060'TANK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1060'IN THE VICINITY OF APEX, NORTH CAROLINA. EZ1060' EZ1060'TANK IS LOCATED APPROXIMATELY 2.3 MILES SOUTHEAST OF THE EZ1060'CENTER OF APEX. TO REACH STATION PROCEED FROM THE INTERSECTION EZ1060'OF NC 55 AND U.S. 1, GO SOUTHEAST ON NC 55 FOR 1.05 MILES TO EZ1060'STATION. WHICH IS ON THE EAST SIDE OF NC 55 BETWEEN NC 55 EZ1060'AND DURHAM SOUTHERN RR, IN LINE BETWEEN TP AND NC 55 AND EZ1060'0.1 MILE SOUTH OF M AND M TANK LINES TRUCKING FIRM. EZ1060' EZ1060'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK STAMPED EZ1060'TANK 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1060'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ1060' EZ1060'MARK IS EZ1060' EZ1060'51.8 FT E OF C/L OF NC 55 EZ1060' EZ1060'11.2 FT W OF TP BETWEEN RR AND NC 55, WITH ALUMINUM REF. TAG EZ1060' EZ1060'38.0 FT W OF W RAIL OF DURHAM-SOUTHERN RR EZ1060' EZ1060'148.5 FT SSW OF TP WITH ALUMINUM REF. TAG BETWEEN RR AND EZ1060'NC 55 ACROSS NC 55 FROM COMBINATION BLOCK AND FRAME HOUSE EZ1060' EZ1060'153.5 FT NNE OF TP WITH ALUMINUM REF. TAG BETWEEN RR AND NC 55 EZ1060 EZ1060 STATION RECOVERY (1973) EZ1060 EZ1060'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1060'2.3 MI SSE FROM APEX. EZ1060'TANK IS LOCATED APPROXIMATELY 12.4 MILES WSW OF CAPITOL SQUARE IN EZ1060'RALEIGH. TO REACH STATION FROM NC 55 OVERPASS OF U.S. 1 SOUTH EZ1060'OF APEX, PROCEED SOUTH ALONG NC 55 FOR 1.05 MILES TO STATION EZ1060'ON LEFT BETWEEN HIGHWAY AND SOUTHERN-DURHAM R/R, 0.1 MILES SOUTH EZ1060'OF M AND M TANK LINES TRUCKING FIRM, 51.8 FT E OF C/L OF NC 55, EZ1060'38.0 FT W OF W RAIL OF R/R TRACKS, 11.2 FT W OF TP W/ALUMINUM REF. EZ1060'TAG, 148.5 FT SSW OF TP W/ALUMINUM REF. TAG, 145.8 FT NNE OF TP EZ1060'W/ALUMINUM REF. TAG, AND 214.8 FT NNE OF WHISTLE POST ON W SIDE OF EZ1060'TRACKS. DISK IS SET IN CONCRETE CYLINDER FLUSH WITH THE SURFACE EZ1060'OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2534 *********************************************************************** EZ2534 DESIGNATION - TAR EZ2534 PID - EZ2534 EZ2534 STATE/COUNTY- NC/WAKE EZ2534 USGS QUAD - RALEIGH EAST (1993) EZ2534 EZ2534 *CURRENT SURVEY CONTROL EZ2534 ___________________________________________________________________ EZ2534* NAD 83(1986)- 35 49 15.46822(N) 078 36 38.62806(W) ADJUSTED EZ2534* NAVD 88 - 86.656 (meters) 284.30 (feet) ADJUSTED EZ2534 ___________________________________________________________________ EZ2534 LAPLACE CORR- -7.54 (seconds) DEFLEC99 EZ2534 GEOID HEIGHT- -32.94 (meters) GEOID03 EZ2534 DYNAMIC HT - 86.582 (meters) 284.06 (feet) COMP EZ2534 MODELED GRAV- 979,773.7 (mgal) NAVD 88 EZ2534 EZ2534 HORZ ORDER - SECOND EZ2534 VERT ORDER - SECOND CLASS II EZ2534 EZ2534.The North Carolina HARNS have been completed but, EZ2534.due to contractual restrictions, coordinates for these stations EZ2534.will NOT be published in the near future. In the interim, the EZ2534.published coordinates in North Carolina will not be EZ2534.consistent with the Continuously Operating Reference Stations EZ2534.(CORS). The HARN coordinates for these stations are available EZ2534.upon request. Contact Gary Thompson(919-733-3836). EZ2534. EZ2534.In addition, the published North Carolina positions EZ2534.(NAD 83 (1986)) are NOT consistent with those determined in EZ2534.adjacent state readjustments. The discontinuity between stations EZ2534.located in North Carolina and those in adjacent states EZ2534.which have been adjusted to the HARN may be as much as 5 EZ2534.decimeters. This will result in a significant loss of accuracy EZ2534.over lines crossing such state borders. EZ2534 EZ2534 EZ2534.The horizontal coordinates were established by classical geodetic methods EZ2534.and adjusted by the National Geodetic Survey in July 1986. EZ2534 EZ2534.The orthometric height was determined by differential leveling EZ2534.and adjusted by the National Geodetic Survey in June 1991. EZ2534 EZ2534.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2534 EZ2534.The geoid height was determined by GEOID03. EZ2534 EZ2534.The dynamic height is computed by dividing the NAVD 88 EZ2534.geopotential number by the normal gravity value computed on the EZ2534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2534.degrees latitude (g = 980.6199 gals.). EZ2534 EZ2534.The modeled gravity was interpolated from observed gravity values. EZ2534 EZ2534; North East Units Scale Factor Converg. EZ2534;SPC NC - 229,805.465 644,775.558 MT 0.99992183 +0 13 28.8 EZ2534;SPC NC - 753,953.43 2,115,401.14 sFT 0.99992183 +0 13 28.8 EZ2534;UTM 17 - 3,966,725.762 715,844.775 MT 1.00017412 +1 23 55.9 EZ2534 EZ2534! - Elev Factor x Scale Factor = Combined Factor EZ2534!SPC NC - 0.99999157 x 0.99992183 = 0.99991340 EZ2534!UTM 17 - 0.99999157 x 1.00017412 = 1.00016569 EZ2534 EZ2534: Primary Azimuth Mark Grid Az EZ2534:SPC NC - TREE 2 300 14 23.7 EZ2534:UTM 17 - TREE 2 299 03 56.6 EZ2534 EZ2534|---------------------------------------------------------------------| EZ2534| PID Reference Object Distance Geod. Az | EZ2534| dddmmss.s | EZ2534| EZ2536 TREE 2 476.696 METERS 3002752.5 | EZ2534|---------------------------------------------------------------------| EZ2534 EZ2534 SUPERSEDED SURVEY CONTROL EZ2534 EZ2534 NAD 27 - 35 49 14.93080(N) 078 36 39.61630(W) AD( ) 2 EZ2534 NGVD 29 (??/??/92) 86.935 (m) 285.22 (f) ADJ UNCH 2 2 EZ2534 EZ2534.Superseded values are not recommended for survey control. EZ2534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2534.See file dsdata.txt to determine how the superseded data were derived. EZ2534 EZ2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1584566726(NAD 83) EZ2534_MARKER: DE = TRAVERSE STATION DISK EZ2534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2534_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2534_STAMPING: TAR 1965 EZ2534_MAGNETIC: N = NO MAGNETIC MATERIAL EZ2534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2534+STABILITY: SURFACE MOTION EZ2534 EZ2534 HISTORY - Date Condition Report By EZ2534 HISTORY - 1965 MONUMENTED NCGS EZ2534 HISTORY - 1972 GOOD NCGS EZ2534 HISTORY - 1976 GOOD NCGS EZ2534 HISTORY - 1984 MARK NOT FOUND NCGS EZ2534 HISTORY - 1984 MARK NOT FOUND NCGS EZ2534 HISTORY - 19871013 MARK NOT FOUND NCGS EZ2534 HISTORY - 20040521 MARK NOT FOUND USPSQD EZ2534 EZ2534 STATION DESCRIPTION EZ2534 EZ2534'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ2534'TAR IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2534'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ2534' EZ2534'TAR IS 3.2 MILES NE OF RALEIGH. LOCATED 0.55 MILES NW ALONG EZ2534'U.S. 1 BYPASS FROM BRIDGE ON U.S. 1 NORTH. 0.65 MILES SE OF EZ2534'BRIDGE OVER (OLD U.S. 1) WAKE FOREST RD. AND APPROXIMATELY EZ2534'100 FT E OF BRIDGE OVER SEABOARD AIRLINE RR. EZ2534' EZ2534'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2534'TAR 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2534'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ2534' EZ2534'MARK IS EZ2534' EZ2534'20.0 FT NE OF C/L OF W BOUND LANE EZ2534' EZ2534'8.0 FT NE OF YELLOW ARROW PAINTED ON W BOUND LANE EZ2534' EZ2534'4.0 FT SW OF GUARD RAIL EZ2534' EZ2534'192.4 FT E OF NE BRIDGE ABUTMENT EZ2534' EZ2534'164.7 FT E OF S POST OF OLD WAKE FOREST RD. EXIT 1/2 MILE EZ2534' EZ2534'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ2534 EZ2534 STATION RECOVERY (1972) EZ2534 EZ2534'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ2534'GOOD EZ2534 EZ2534 STATION RECOVERY (1976) EZ2534 EZ2534'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2534'3.2 MI NE FROM RALEIGH. EZ2534'STATION IS LOCATED 0.55 MILE NW ALONG US 1 BYPASS FROM BRIDGE ON US 1 EZ2534'NORTH, 0.65 MILE SE OF BRIDGE OVER (OLD US 1) WAKE FOREST RD. AND EZ2534'APPROXIMATELY 200 FEET EAST OF BRIDGE OVER SEABOARD COAST LINE EZ2534'RAILROAD. 20.0 FT. NE OF CENTERLINE OF W BOUND LANE, 3.3 FT. SW OF EZ2534'GUARD RAIL, 192.4 FT. SE OF NORTHEAST BRIDGE ABUTMENT, AND 164.7 FT. EZ2534'SE OF SOUTH POST OF OLD WAKE FOREST RD. EXIT 1/2 MILE. DISK IS SET IN EZ2534'TOP OF CONCRETE CYLINDER, 1 INCH BELOW THE SURFACE OF THE GROUND. EZ2534 EZ2534 STATION RECOVERY (1984) EZ2534 EZ2534'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ2534'THE STATION NOT RECOVERED AT THIS DATE. EZ2534'A LARGE HOLE EXISTS WHERE ALL REFERENCES FALL. EZ2534' EZ2534'NCGS EZ2534 EZ2534 STATION RECOVERY (1984) EZ2534 EZ2534'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ2534'THE STATION NOT RECOVERED AT THIS DATE. EZ2534 EZ2534 STATION RECOVERY (1987) EZ2534 EZ2534'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ2534'STATION HAS BEEN DESTROYED. EZ2534 EZ2534 STATION RECOVERY (2004) EZ2534 EZ2534'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ2534'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5709 *********************************************************************** EZ5709 DESIGNATION - TARPLEY EZ5709 PID - EZ5709 EZ5709 STATE/COUNTY- NC/WAKE EZ5709 USGS QUAD - ZEBULON (1981) EZ5709 EZ5709 *CURRENT SURVEY CONTROL EZ5709 ___________________________________________________________________ EZ5709* NAD 83(1986)- 35 47 58.15384(N) 078 20 35.21354(W) ADJUSTED EZ5709* NAVD 88 - 75.9 (meters) 249. (feet) VERTCON EZ5709 ___________________________________________________________________ EZ5709 LAPLACE CORR- -4.09 (seconds) DEFLEC99 EZ5709 GEOID HEIGHT- -34.01 (meters) GEOID03 EZ5709 EZ5709 HORZ ORDER - SECOND EZ5709 EZ5709.The North Carolina HARNS have been completed but, EZ5709.due to contractual restrictions, coordinates for these stations EZ5709.will NOT be published in the near future. In the interim, the EZ5709.published coordinates in North Carolina will not be EZ5709.consistent with the Continuously Operating Reference Stations EZ5709.(CORS). The HARN coordinates for these stations are available EZ5709.upon request. Contact Gary Thompson(919-733-3836). EZ5709. EZ5709.In addition, the published North Carolina positions EZ5709.(NAD 83 (1986)) are NOT consistent with those determined in EZ5709.adjacent state readjustments. The discontinuity between stations EZ5709.located in North Carolina and those in adjacent states EZ5709.which have been adjusted to the HARN may be as much as 5 EZ5709.decimeters. This will result in a significant loss of accuracy EZ5709.over lines crossing such state borders. EZ5709 EZ5709 EZ5709.The horizontal coordinates were established by classical geodetic methods EZ5709.and adjusted by the National Geodetic Survey in January 1990. EZ5709 EZ5709.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5709 EZ5709.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5709 EZ5709.The geoid height was determined by GEOID03. EZ5709 EZ5709; North East Units Scale Factor Converg. EZ5709;SPC NC - 227,550.222 668,972.681 MT 0.99991818 +0 22 44.9 EZ5709;SPC NC - 746,554.35 2,194,787.87 sFT 0.99991818 +0 22 44.9 EZ5709;UTM 17 - 3,964,966.614 740,090.838 MT 1.00031037 +1 33 17.6 EZ5709 EZ5709! - Elev Factor x Scale Factor = Combined Factor EZ5709!SPC NC - 0.99999343 x 0.99991818 = 0.99991161 EZ5709!UTM 17 - 0.99999343 x 1.00031037 = 1.00030379 EZ5709 EZ5709: Primary Azimuth Mark Grid Az EZ5709:SPC NC - ROGERS 033 13 46.3 EZ5709:UTM 17 - ROGERS 032 03 13.6 EZ5709 EZ5709|---------------------------------------------------------------------| EZ5709| PID Reference Object Distance Geod. Az | EZ5709| dddmmss.s | EZ5709| EZ5704 ROGERS APPROX. 1.0 KM 0333631.2 | EZ5709| EZ5690 HYDRANT 270.008 METERS 23207 | EZ5709|---------------------------------------------------------------------| EZ5709 EZ5709 SUPERSEDED SURVEY CONTROL EZ5709 EZ5709 NGVD 29 (01/12/90) 76.2 (m) 250. (f) VERT ANG EZ5709 EZ5709.Superseded values are not recommended for survey control. EZ5709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5709.See file dsdata.txt to determine how the superseded data were derived. EZ5709 EZ5709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4009164967(NAD 83) EZ5709_MARKER: DE = TRAVERSE STATION DISK EZ5709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5709_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5709+STABILITY: SURFACE MOTION EZ5709_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ5709+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2005 EZ5709 EZ5709 HISTORY - Date Condition Report By EZ5709 HISTORY - 1980 MONUMENTED NCGS EZ5709 HISTORY - 20050425 GOOD USPSQD EZ5709 EZ5709 STATION DESCRIPTION EZ5709 EZ5709'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EZ5709'THE STATION IS LOCATED APPROXIMATELY 1.8 MILES NORTHEAST OF WENDELL EZ5709'AND 2.3 MILES SOUTHWEST OF ZEBULON. EZ5709' EZ5709'TO REACH THE STATION FROM THE INTERSECTION OF US 64 BUSINESS WITH NC EZ5709'231 IN WENDELL, PROCEED NORTHEAST ALONG US 64 BUSINESS FOR 1.55 MILES EZ5709'TO STATION ON THE RIGHT NEAR A LOG CABIN AND 0.1 MILE SOUTHWEST OF THE EZ5709'BRIDGE OVER LITTLE RIVER. EZ5709' EZ5709'STATION MARK IS A STANDARD DISK STAMPED---TARPLEY 1980---SET IN TOP OF EZ5709'A 10 INCH CONCRETE CYLINDER, 4 INCHES BELOW GROUND SURFACE.THE MARK IS EZ5709'27.1 FEET SOUTHEAST OF THE CENTERLINE OF US 64 BUSINESS, 64.7 FEET EZ5709'EAST-SOUTHEAST OF FIRE HYDRANT, 31.5 FEET NORTH-NORTHWEST OF POWER EZ5709'POLE WITH REFERENCE TAG, 107.0 FEET WEST OF WEST CORNER OF LOG CABIN, EZ5709'98.0 FEET SOUTHWEST OF 15 INCH PINE WITH REFERENCE TAG. EZ5709 EZ5709 STATION RECOVERY (2005) EZ5709 EZ5709'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ5709'N 35 47.968 EZ5709'W 078 20.587 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4410 *********************************************************************** EZ4410 DESIGNATION - TART EZ4410 PID - EZ4410 EZ4410 STATE/COUNTY- NC/WAKE EZ4410 USGS QUAD - ZEBULON (1981) EZ4410 EZ4410 *CURRENT SURVEY CONTROL EZ4410 ___________________________________________________________________ EZ4410* NAD 83(1986)- 35 50 08.23772(N) 078 19 19.12436(W) ADJUSTED EZ4410* NAVD 88 - 102.9 (meters) 338. (feet) VERTCON EZ4410 ___________________________________________________________________ EZ4410 LAPLACE CORR- -4.09 (seconds) DEFLEC99 EZ4410 GEOID HEIGHT- -34.00 (meters) GEOID03 EZ4410 EZ4410 HORZ ORDER - SECOND EZ4410 EZ4410.The North Carolina HARNS have been completed but, EZ4410.due to contractual restrictions, coordinates for these stations EZ4410.will NOT be published in the near future. In the interim, the EZ4410.published coordinates in North Carolina will not be EZ4410.consistent with the Continuously Operating Reference Stations EZ4410.(CORS). The HARN coordinates for these stations are available EZ4410.upon request. Contact Gary Thompson(919-733-3836). EZ4410. EZ4410.In addition, the published North Carolina positions EZ4410.(NAD 83 (1986)) are NOT consistent with those determined in EZ4410.adjacent state readjustments. The discontinuity between stations EZ4410.located in North Carolina and those in adjacent states EZ4410.which have been adjusted to the HARN may be as much as 5 EZ4410.decimeters. This will result in a significant loss of accuracy EZ4410.over lines crossing such state borders. EZ4410 EZ4410 EZ4410.The horizontal coordinates were established by classical geodetic methods EZ4410.and adjusted by the National Geodetic Survey in July 1986. EZ4410 EZ4410.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4410 EZ4410.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4410 EZ4410.The geoid height was determined by GEOID03. EZ4410 EZ4410; North East Units Scale Factor Converg. EZ4410;SPC NC - 231,571.973 670,855.602 MT 0.99992440 +0 23 28.8 EZ4410;SPC NC - 759,749.05 2,200,965.42 sFT 0.99992440 +0 23 28.8 EZ4410;UTM 17 - 3,969,027.781 741,891.494 MT 1.00032106 +1 34 07.1 EZ4410 EZ4410! - Elev Factor x Scale Factor = Combined Factor EZ4410!SPC NC - 0.99998918 x 0.99992440 = 0.99991358 EZ4410!UTM 17 - 0.99998918 x 1.00032106 = 1.00031024 EZ4410 EZ4410 SUPERSEDED SURVEY CONTROL EZ4410 EZ4410 NAD 27 - 35 50 07.68345(N) 078 19 20.12645(W) AD( ) 2 EZ4410 NGVD 29 (07/19/86) 103.2 (m) 339. (f) VERT ANG EZ4410 EZ4410.Superseded values are not recommended for survey control. EZ4410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4410.See file dsdata.txt to determine how the superseded data were derived. EZ4410 EZ4410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4189169028(NAD 83) EZ4410_MARKER: DE = TRAVERSE STATION DISK EZ4410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4410_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4410_STAMPING: TART 1969 EZ4410_MARK LOGO: NCGS EZ4410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4410+STABILITY: SURFACE MOTION EZ4410 EZ4410 HISTORY - Date Condition Report By EZ4410 HISTORY - 1969 MONUMENTED NCGS EZ4410 HISTORY - 1976 MARK NOT FOUND NGS EZ4410 EZ4410 STATION DESCRIPTION EZ4410 EZ4410'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ4410'TART IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ4410'THE VICINITY OF ZEBULON, NORTH CAROLINA. EZ4410' EZ4410'TART IS LOCATED APPROXIMATELY 0.85 MILE NORTHWEST OF ZEBULON. TO EZ4410'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 264, U.S. 64, EZ4410'NC 97 AND NC 96, GO NORTHWEST ON NC 96 FOR 0.85 MILE TO STATION EZ4410'ON RIGHT, WHICH IS 0.25 MILE SOUTHEAST OF SR 1001, IN THE EZ4410'SOUTHWEST CORNER OF YARD OF C.V. TART. EZ4410' EZ4410'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ4410'TART 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ4410'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ4410' EZ4410'MARK IS EZ4410' EZ4410'27.3 FT ENE OF C/L OF NC 96 EZ4410' EZ4410'156.0 FT SSE OF PP WITH ALUMINUM REF. TAG EZ4410' EZ4410'29.2 FT NNW OF TP WITH ALUMINUM REF. TAG EZ4410' EZ4410'22.7 FT S OF 8 INCH OAK IN SW CORNER OF YARD EZ4410' EZ4410'104.3 FT SE OF 20 INCH OAK EZ4410 EZ4410 STATION RECOVERY (1976) EZ4410 EZ4410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ACD) EZ4410'DESTROYED BY ROAD CONSTRUCTION. EZ4410' EZ4410'NOTE--TART 2 TO BE ESTABLISHED IN SAME AREA. EZ4410' EZ4410'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EZ4410'0.85 MILE NW OF ZEBULON. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2386 *********************************************************************** EZ2386 DESIGNATION - TART 2 EZ2386 PID - EZ2386 EZ2386 STATE/COUNTY- NC/WAKE EZ2386 USGS QUAD - ZEBULON (1981) EZ2386 EZ2386 *CURRENT SURVEY CONTROL EZ2386 ___________________________________________________________________ EZ2386* NAD 83(1986)- 35 50 02.89277(N) 078 19 16.46857(W) ADJUSTED EZ2386* NAVD 88 - 106.544 (meters) 349.55 (feet) ADJUSTED EZ2386 ___________________________________________________________________ EZ2386 LAPLACE CORR- -4.04 (seconds) DEFLEC99 EZ2386 GEOID HEIGHT- -34.00 (meters) GEOID03 EZ2386 DYNAMIC HT - 106.450 (meters) 349.24 (feet) COMP EZ2386 MODELED GRAV- 979,750.8 (mgal) NAVD 88 EZ2386 EZ2386 HORZ ORDER - SECOND EZ2386 VERT ORDER - SECOND CLASS II EZ2386 EZ2386.The North Carolina HARNS have been completed but, EZ2386.due to contractual restrictions, coordinates for these stations EZ2386.will NOT be published in the near future. In the interim, the EZ2386.published coordinates in North Carolina will not be EZ2386.consistent with the Continuously Operating Reference Stations EZ2386.(CORS). The HARN coordinates for these stations are available EZ2386.upon request. Contact Gary Thompson(919-733-3836). EZ2386. EZ2386.In addition, the published North Carolina positions EZ2386.(NAD 83 (1986)) are NOT consistent with those determined in EZ2386.adjacent state readjustments. The discontinuity between stations EZ2386.located in North Carolina and those in adjacent states EZ2386.which have been adjusted to the HARN may be as much as 5 EZ2386.decimeters. This will result in a significant loss of accuracy EZ2386.over lines crossing such state borders. EZ2386 EZ2386 EZ2386.The horizontal coordinates were established by classical geodetic methods EZ2386.and adjusted by the National Geodetic Survey in July 1986. EZ2386 EZ2386.The orthometric height was determined by differential leveling EZ2386.and adjusted by the National Geodetic Survey in June 1991. EZ2386 EZ2386.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2386 EZ2386.The geoid height was determined by GEOID03. EZ2386 EZ2386.The dynamic height is computed by dividing the NAVD 88 EZ2386.geopotential number by the normal gravity value computed on the EZ2386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2386.degrees latitude (g = 980.6199 gals.). EZ2386 EZ2386.The modeled gravity was interpolated from observed gravity values. EZ2386 EZ2386; North East Units Scale Factor Converg. EZ2386;SPC NC - 231,407.708 670,923.374 MT 0.99992414 +0 23 30.3 EZ2386;SPC NC - 759,210.12 2,201,187.77 sFT 0.99992414 +0 23 30.3 EZ2386;UTM 17 - 3,968,864.878 741,962.656 MT 1.00032148 +1 34 08.5 EZ2386 EZ2386! - Elev Factor x Scale Factor = Combined Factor EZ2386!SPC NC - 0.99998861 x 0.99992414 = 0.99991276 EZ2386!UTM 17 - 0.99998861 x 1.00032148 = 1.00031009 EZ2386 EZ2386 SUPERSEDED SURVEY CONTROL EZ2386 EZ2386 NAD 27 - 35 50 02.33887(N) 078 19 17.47099(W) AD( ) 2 EZ2386 NAVD 88 (01/16/98) 106.54 (m) 349.5 (f) LEVELING 3 EZ2386 NGVD 29 (??/??/92) 106.827 (m) 350.48 (f) ADJ UNCH 2 2 EZ2386 EZ2386.Superseded values are not recommended for survey control. EZ2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2386.See file dsdata.txt to determine how the superseded data were derived. EZ2386 EZ2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4196368865(NAD 83) EZ2386_MARKER: DE = TRAVERSE STATION DISK EZ2386_SETTING: 30 = SET IN A LIGHT STRUCTURE EZ2386_SP_SET: DRILL HOLE IN TOP OF CONC BRIDGE EZ2386_STAMPING: TART 2 1976 EZ2386_MARK LOGO: NCGS EZ2386_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ2386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ2386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ2386+SATELLITE: SATELLITE OBSERVATIONS - March 21, 1995 EZ2386 EZ2386 HISTORY - Date Condition Report By EZ2386 HISTORY - 1976 MONUMENTED NCGS EZ2386 HISTORY - 1976 GOOD NCGS EZ2386 HISTORY - 1976 GOOD NCGS EZ2386 HISTORY - 1985 GOOD USPSQD EZ2386 HISTORY - 1986 GOOD USPSQD EZ2386 HISTORY - 1987 GOOD USPSQD EZ2386 HISTORY - 19950321 GOOD GEOMET EZ2386 EZ2386 STATION DESCRIPTION EZ2386 EZ2386'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2386'TART 2 IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ2386'THE VICINITY OF ZEBULON, NORTH CAROLINA. EZ2386' EZ2386'TART 2 IS LOCATED AT THE NORTH EDGE OF ZEBULON AT THE NC 96 EZ2386'OVERPASS OF U.S. 64 BYPASS IN THE CONCRETE SIDEWALK AT THE SOUTHWEST EZ2386'END OF THE BRIDGE. EZ2386' EZ2386'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2386'TART 2 1976, SET FLUSH IN DRILL HOLE IN TOP OF CONCRETE BRIDGE EZ2386'SIDEWALK. EZ2386' EZ2386'MARK IS 44.2 FT SW OF C/L OF NC 96 EZ2386' EZ2386'3.6 FT NNE OF CENTER OF TOP OF SOUTH END OF WEST CONCRETE BRIDGE EZ2386'RAIL EZ2386' EZ2386'3.6 FT NNW OF SOUTHEAST END OF BRIDGE SIDEWALK EZ2386' EZ2386'TART 2 REPLACES TART 1969 WHICH WAS DESTROYED EZ2386 EZ2386 STATION RECOVERY (1976) EZ2386 EZ2386'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2386'ALL MARKS RECOVERED IN GOOD CONDITION. EZ2386 EZ2386 STATION RECOVERY (1976) EZ2386 EZ2386'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2386'IN ZEBULON. EZ2386'STATION IS LOCATED AT THE NORTH EDGE OF ZEBULON AT THE NC 96 OVERPASS EZ2386'OF US 64 BYPASS, IN THE CONCRETE SIDEWALK AT THE SOUTHWEST END OF THE EZ2386'BRIDGE, 44.2 FT. SW OF CENTERLINE OF NC 96, 3.6 FT. NNE OF CENTER OF EZ2386'SOUTH END OF WEST CONCRETE BRIDGE RAIL, 3.6 FT. NNW OF SOUTHEAST END EZ2386'OF BRIDGE SIDEWALK. DISK IS SET FLUSH IN DRILL HOLE IN TOP OF EZ2386'CONCRETE BRIDGE SIDEWALK. EZ2386 EZ2386 STATION RECOVERY (1985) EZ2386 EZ2386'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ2386'RECOVERED IN GOOD CONDITION. EZ2386 EZ2386 STATION RECOVERY (1986) EZ2386 EZ2386'RECOVERY NOTE BY US POWER SQUADRON 1986 (MCB) EZ2386'RECOVERED IN GOOD CONDITION. EZ2386 EZ2386 STATION RECOVERY (1987) EZ2386 EZ2386'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ2386'RECOVERED IN GOOD CONDITION. EZ2386 EZ2386 STATION RECOVERY (1995) EZ2386 EZ2386'RECOVERY NOTE BY GEOMETRICS GPS INCORPORATED 1995 (DAR) EZ2386'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1137 *********************************************************************** EZ1137 DESIGNATION - TASTEE EZ1137 PID - EZ1137 EZ1137 STATE/COUNTY- NC/WAKE EZ1137 USGS QUAD - APEX (1993) EZ1137 EZ1137 *CURRENT SURVEY CONTROL EZ1137 ___________________________________________________________________ EZ1137* NAD 83(1986)- 35 43 27.31394(N) 078 50 47.40488(W) ADJUSTED EZ1137* NAVD 88 - 142.806 (meters) 468.52 (feet) ADJUSTED EZ1137 ___________________________________________________________________ EZ1137 LAPLACE CORR- -5.05 (seconds) DEFLEC99 EZ1137 GEOID HEIGHT- -32.24 (meters) GEOID03 EZ1137 DYNAMIC HT - 142.682 (meters) 468.12 (feet) COMP EZ1137 MODELED GRAV- 979,763.3 (mgal) NAVD 88 EZ1137 EZ1137 HORZ ORDER - SECOND EZ1137 VERT ORDER - FIRST CLASS II EZ1137 EZ1137.The North Carolina HARNS have been completed but, EZ1137.due to contractual restrictions, coordinates for these stations EZ1137.will NOT be published in the near future. In the interim, the EZ1137.published coordinates in North Carolina will not be EZ1137.consistent with the Continuously Operating Reference Stations EZ1137.(CORS). The HARN coordinates for these stations are available EZ1137.upon request. Contact Gary Thompson(919-733-3836). EZ1137. EZ1137.In addition, the published North Carolina positions EZ1137.(NAD 83 (1986)) are NOT consistent with those determined in EZ1137.adjacent state readjustments. The discontinuity between stations EZ1137.located in North Carolina and those in adjacent states EZ1137.which have been adjusted to the HARN may be as much as 5 EZ1137.decimeters. This will result in a significant loss of accuracy EZ1137.over lines crossing such state borders. EZ1137 EZ1137 EZ1137.The horizontal coordinates were established by classical geodetic methods EZ1137.and adjusted by the National Geodetic Survey in July 1986. EZ1137 EZ1137.The orthometric height was determined by differential leveling EZ1137.and adjusted by the National Geodetic Survey in June 1991. EZ1137.WARNING-Repeat measurements at this control monument indicate possible EZ1137.vertical movement. EZ1137 EZ1137.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1137 EZ1137.The geoid height was determined by GEOID03. EZ1137 EZ1137.The dynamic height is computed by dividing the NAVD 88 EZ1137.geopotential number by the normal gravity value computed on the EZ1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1137.degrees latitude (g = 980.6199 gals.). EZ1137 EZ1137.The modeled gravity was interpolated from observed gravity values. EZ1137 EZ1137; North East Units Scale Factor Converg. EZ1137;SPC NC - 219,017.775 623,487.940 MT 0.99990651 +0 05 18.9 EZ1137;SPC NC - 718,560.82 2,045,560.02 sFT 0.99990651 +0 05 18.9 EZ1137;UTM 17 - 3,955,502.737 694,777.851 MT 1.00006752 +1 15 28.0 EZ1137 EZ1137! - Elev Factor x Scale Factor = Combined Factor EZ1137!SPC NC - 0.99998265 x 0.99990651 = 0.99988916 EZ1137!UTM 17 - 0.99998265 x 1.00006752 = 1.00005017 EZ1137 EZ1137|---------------------------------------------------------------------| EZ1137| PID Reference Object Distance Geod. Az | EZ1137| dddmmss.s | EZ1137| EZ1136 JANE 387.969 METERS 14455 | EZ1137| EZ1138 MASON 359.576 METERS 29840 | EZ1137|---------------------------------------------------------------------| EZ1137 EZ1137 SUPERSEDED SURVEY CONTROL EZ1137 EZ1137 NAD 27 - 35 43 26.76825(N) 078 50 48.37736(W) AD( ) 2 EZ1137 NGVD 29 (07/19/86) 143.3 (m) 470. (f) VERT ANG EZ1137 EZ1137.Superseded values are not recommended for survey control. EZ1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1137.See file dsdata.txt to determine how the superseded data were derived. EZ1137 EZ1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9477855503(NAD 83) EZ1137_MARKER: DE = TRAVERSE STATION DISK EZ1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1137_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1137_STAMPING: TASTEE 1967 EZ1137_MARK LOGO: NCGS EZ1137_PROJECTION: FLUSH EZ1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1137+STABILITY: SURFACE MOTION EZ1137 EZ1137 HISTORY - Date Condition Report By EZ1137 HISTORY - 1967 MONUMENTED NCGS EZ1137 HISTORY - 1974 GOOD NCGS EZ1137 HISTORY - 1979 GOOD LOCSUR EZ1137 HISTORY - 1980 GOOD NCGS EZ1137 HISTORY - 1980 GOOD NCGS EZ1137 EZ1137 STATION DESCRIPTION EZ1137 EZ1137'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1137'TASTEE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1137'IN THE VICINITY OF APEX, NORTH CAROLINA. EZ1137' EZ1137'TASTEE IS LOCATED APPROXIMATELY 0.5 MILES SOUTHEAST OF THE EZ1137'CENTER OF APEX. TO REACH STATION PROCEED FROM THE EZ1137'INTERSECTION OF NC 55 AND U.S. 1, GO NORTHWEST ON NC 55 FOR EZ1137'0.7 MILES TO TASTEE-FREEZ GRILL, AND STATION. WHICH IS IN A EZ1137'GRASSY STRIP AT NORTHWEST SIDE OF TASTEE-FREEZ PARKING LOT. EZ1137' EZ1137'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1137'TASTEE 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1137'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ1137' EZ1137'MARK IS EZ1137' EZ1137'62.2 FT NE OF C/L OF NC 55 EZ1137' EZ1137'73.6 FT W OF PP WITH ALUMINUM REF. TAG IN BACK OF TASTEE-FREEZ EZ1137'GRILL EZ1137' EZ1137'78.2 FT N OF PP WITH ALUMINUM REF. TAG IN FRONT OF EZ1137'TASTEE-FREEZ GRILL EZ1137' EZ1137'63.5 FT SE OF PP WITH ALUMINUM REF. TAG AND CONTROL BOX FOR EZ1137'SCHOOL CAUTION LIGHT EZ1137' EZ1137'64.6 FT NW OF NW CORNER OF TASTEE-FREEZ GRILL BUILDING EZ1137 EZ1137 STATION RECOVERY (1974) EZ1137 EZ1137'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 EZ1137'IN APEX. EZ1137'TO REACH STATION FROM INTERSECTION OF NC 55 WITH SOUTH SALEM EZ1137'STREET (OLD U.S. 1) IN APEX PROCEED SE ALONG NC 55 FOR 0.5 MILE EZ1137'TO STATION ON LEFT IN A GRASSY STRIP ON NW SIDE OF TASTEE FREEZ EZ1137'GRILL, 0.7 MILE NW OF INTERSECTION NC 55 WITH U.S. 1, 62.2 FT NE EZ1137'OF C/L NC 55, 64.6 FT NW OF NW CORNER OF THE TASTEE FREEZ EZ1137'BUILDING, 73.6 FT WEST OF PP IN BACK OF BUILDING WITH ALUMINUM EZ1137'REF. TAG, 78.2 FT NORTH OF PP IN FRONT OF BUILDING WITH ALUMINUM EZ1137'REF. TAG, AND 63.5 FT SE OF PP WITH ALUMINUM REF. TAG. DISK IS EZ1137'SET IN TOP OF CONCRETE CYLINDER, FLUSH WITH THE GROUND. EZ1137 EZ1137 STATION RECOVERY (1979) EZ1137 EZ1137'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (ARB) EZ1137'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ1137 EZ1137 STATION RECOVERY (1980) EZ1137 EZ1137'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EZ1137'THE STATION WAS RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS EZ1137'ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS. TASTEE FREEZE BUSINESS EZ1137'HAS MOVED TO APPROXIMATELY 300 FEET SOUTH ACROSS THE HIGHWAY FROM EZ1137'THE STATION AND ITS FORMER LOCATION IS NOW FAMILY SPORTSWARE. EZ1137 EZ1137 STATION RECOVERY (1980) EZ1137 EZ1137'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ1137'0.7 MILE NORTHWEST ALONG N.C. 55 FROM BRIDGE OVER U.S. 1 EZ1137'SOUTHEAST OF APEX, IN NORTHWEST QUADRANT OF INTERSECTION WITH EZ1137'TUNSTALL AVENUE, DIRECTLY ACROSS HIGHWAY FROM APEX HARDWARE AND EZ1137'SUPPLY ON NORTHWEST SIDE OF BRICK FAMILY SPORTSWEAR BUILDING, EZ1137'62.2 FEET NORTHEAST OF CENTERLINE OF HIGHWAY, 64.6 FEET NORTHWEST EZ1137'OF NORTHWEST CORNER OF BUILDING, 73.6 FEET WEST OF POWER POLE WITH EZ1137'REFERENCE TAG, 78.2 FEET NORTH OF POWER POLE WITH REFERENCE TAG EZ1137'AND 63.5 FEET SOUTHEAST OF POWER POLE WITH REFERENCE TAG. EZ1137'THE MARK IS 1 FT BELOW HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5439 *********************************************************************** EZ5439 DESIGNATION - TAYLOR EZ5439 PID - EZ5439 EZ5439 STATE/COUNTY- NC/WAKE EZ5439 USGS QUAD - CARY (1993) EZ5439 EZ5439 *CURRENT SURVEY CONTROL EZ5439 ___________________________________________________________________ EZ5439* NAD 83(1986)- 35 47 30.14559(N) 078 46 20.77205(W) ADJUSTED EZ5439* NAVD 88 - 152.0 (meters) 499. (feet) VERTCON EZ5439 ___________________________________________________________________ EZ5439 LAPLACE CORR- -6.62 (seconds) DEFLEC99 EZ5439 GEOID HEIGHT- -32.31 (meters) GEOID03 EZ5439 EZ5439 HORZ ORDER - SECOND EZ5439 EZ5439.The North Carolina HARNS have been completed but, EZ5439.due to contractual restrictions, coordinates for these stations EZ5439.will NOT be published in the near future. In the interim, the EZ5439.published coordinates in North Carolina will not be EZ5439.consistent with the Continuously Operating Reference Stations EZ5439.(CORS). The HARN coordinates for these stations are available EZ5439.upon request. Contact Gary Thompson(919-733-3836). EZ5439. EZ5439.In addition, the published North Carolina positions EZ5439.(NAD 83 (1986)) are NOT consistent with those determined in EZ5439.adjacent state readjustments. The discontinuity between stations EZ5439.located in North Carolina and those in adjacent states EZ5439.which have been adjusted to the HARN may be as much as 5 EZ5439.decimeters. This will result in a significant loss of accuracy EZ5439.over lines crossing such state borders. EZ5439 EZ5439 EZ5439.The horizontal coordinates were established by classical geodetic methods EZ5439.and adjusted by the National Geodetic Survey in July 1986. EZ5439 EZ5439.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5439 EZ5439.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5439 EZ5439.The geoid height was determined by GEOID03. EZ5439 EZ5439; North East Units Scale Factor Converg. EZ5439;SPC NC - 226,514.195 630,171.260 MT 0.99991689 +0 07 52.8 EZ5439;SPC NC - 743,155.32 2,067,486.88 sFT 0.99991689 +0 07 52.8 EZ5439;UTM 17 - 3,963,135.430 701,307.762 MT 1.00009939 +1 18 11.5 EZ5439 EZ5439! - Elev Factor x Scale Factor = Combined Factor EZ5439!SPC NC - 0.99998121 x 0.99991689 = 0.99989810 EZ5439!UTM 17 - 0.99998121 x 1.00009939 = 1.00008060 EZ5439 EZ5439: Primary Azimuth Mark Grid Az EZ5439:SPC NC - BLOCK 233 20 46.9 EZ5439:UTM 17 - BLOCK 232 10 28.2 EZ5439 EZ5439|---------------------------------------------------------------------| EZ5439| PID Reference Object Distance Geod. Az | EZ5439| dddmmss.s | EZ5439| EZ5437 PAUL 472.589 METERS 0701524.6 | EZ5439| EZ5413 BLOCK APPROX. 0.5 KM 2332839.7 | EZ5439|---------------------------------------------------------------------| EZ5439 EZ5439 SUPERSEDED SURVEY CONTROL EZ5439 EZ5439 NAD 27 - 35 47 29.61471(N) 078 46 21.75973(W) AD( ) 2 EZ5439 NGVD 29 (07/19/86) 152.3 (m) 500. (f) VERT ANG EZ5439 EZ5439.Superseded values are not recommended for survey control. EZ5439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5439.See file dsdata.txt to determine how the superseded data were derived. EZ5439 EZ5439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0130863135(NAD 83) EZ5439_MARKER: DE = TRAVERSE STATION DISK EZ5439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5439_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5439+STABILITY: SURFACE MOTION EZ5439 EZ5439 HISTORY - Date Condition Report By EZ5439 HISTORY - 1965 MONUMENTED NCGS EZ5439 EZ5439 STATION DESCRIPTION EZ5439 EZ5439'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ5439'TAYLOR IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5439'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5439' EZ5439'TAYLOR IS 0.6 MILES NE OF CARY. LOCATED 0.35 MILES W ALONG EZ5439'NC 54 FROM SR 1560 OR 0.3 MILES W OF INTERSECTION OF SR 1617 EZ5439'AND NC 54. TURN S ON FIELD STREET 150 FT, THEN TURN LEFT OR EZ5439'E ON ROAD TO CURLEE MACHINE SHOP. GO APPROXIMATELY 200 EZ5439'FT. STATION IS APPROXIMATELY 100 FT SW OF BUILDING OF CURLEE EZ5439'MACHINE CO.. IN SE CORNER OF JUNK YARD, APPROXIMATELY 50 FT EZ5439'N OF RR. AND APPROXIMATELY 125 FT NNW OF TAYLOR BISCUIT EZ5439'CO. WATER TANK. EZ5439' EZ5439'STATION MARK IS A STANDARD N. C. GEODETIC BRASS TRAVERSE EZ5439'DISK, STAMPED TAYLOR 1965, SET IN THE TOP OF A CONCRETE EZ5439'CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5439' EZ5439'MARK IS EZ5439' EZ5439'61.1 FT S OF PP WITH ALUMINUM REF. TAG EZ5439' EZ5439'76.9 FT E OF TP WITH ALUMINUM REF. TAG EZ5439' EZ5439'108.9 FT W OF TP WITH ALUMINUM REF. TAG EZ5439' EZ5439'34.7 FT N OF N RAIL OF DOUBLE TRACK EZ5439' EZ5439'13.0 FT N OF RR R/W CUT EZ5439' EZ5439'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2494 *********************************************************************** EZ2494 DESIGNATION - TAYLORS EZ2494 PID - EZ2494 EZ2494 STATE/COUNTY- NC/WAKE EZ2494 USGS QUAD - RALEIGH EAST (1993) EZ2494 EZ2494 *CURRENT SURVEY CONTROL EZ2494 ___________________________________________________________________ EZ2494* NAD 83(1986)- 35 47 56.54395(N) 078 34 18.91825(W) ADJUSTED EZ2494* NAVD 88 - 87.241 (meters) 286.22 (feet) ADJUSTED EZ2494 ___________________________________________________________________ EZ2494 LAPLACE CORR- -7.86 (seconds) DEFLEC99 EZ2494 GEOID HEIGHT- -33.18 (meters) GEOID03 EZ2494 DYNAMIC HT - 87.165 (meters) 285.97 (feet) COMP EZ2494 MODELED GRAV- 979,762.6 (mgal) NAVD 88 EZ2494 EZ2494 HORZ ORDER - SECOND EZ2494 VERT ORDER - SECOND CLASS II EZ2494 EZ2494.The North Carolina HARNS have been completed but, EZ2494.due to contractual restrictions, coordinates for these stations EZ2494.will NOT be published in the near future. In the interim, the EZ2494.published coordinates in North Carolina will not be EZ2494.consistent with the Continuously Operating Reference Stations EZ2494.(CORS). The HARN coordinates for these stations are available EZ2494.upon request. Contact Gary Thompson(919-733-3836). EZ2494. EZ2494.In addition, the published North Carolina positions EZ2494.(NAD 83 (1986)) are NOT consistent with those determined in EZ2494.adjacent state readjustments. The discontinuity between stations EZ2494.located in North Carolina and those in adjacent states EZ2494.which have been adjusted to the HARN may be as much as 5 EZ2494.decimeters. This will result in a significant loss of accuracy EZ2494.over lines crossing such state borders. EZ2494 EZ2494 EZ2494.The horizontal coordinates were established by classical geodetic methods EZ2494.and adjusted by the National Geodetic Survey in July 1986. EZ2494 EZ2494.The orthometric height was determined by differential leveling EZ2494.and adjusted by the National Geodetic Survey in June 1991. EZ2494 EZ2494.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2494 EZ2494.The geoid height was determined by GEOID03. EZ2494 EZ2494.The dynamic height is computed by dividing the NAVD 88 EZ2494.geopotential number by the normal gravity value computed on the EZ2494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2494.degrees latitude (g = 980.6199 gals.). EZ2494 EZ2494.The modeled gravity was interpolated from observed gravity values. EZ2494 EZ2494; North East Units Scale Factor Converg. EZ2494;SPC NC - 227,387.596 648,292.733 MT 0.99991811 +0 14 49.5 EZ2494;SPC NC - 746,020.80 2,126,940.41 sFT 0.99991811 +0 14 49.5 EZ2494;UTM 17 - 3,964,379.845 719,411.691 MT 1.00019326 +1 25 15.1 EZ2494 EZ2494! - Elev Factor x Scale Factor = Combined Factor EZ2494!SPC NC - 0.99999151 x 0.99991811 = 0.99990963 EZ2494!UTM 17 - 0.99999151 x 1.00019326 = 1.00018477 EZ2494 EZ2494: Primary Azimuth Mark Grid Az EZ2494:SPC NC - MOBILE 092 38 01.9 EZ2494:UTM 17 - MOBILE 091 27 36.3 EZ2494 EZ2494|---------------------------------------------------------------------| EZ2494| PID Reference Object Distance Geod. Az | EZ2494| dddmmss.s | EZ2494| EZ5075 MOBILE APPROX. 0.8 KM 0925251.4 | EZ2494|---------------------------------------------------------------------| EZ2494 EZ2494 SUPERSEDED SURVEY CONTROL EZ2494 EZ2494 NAD 27 - 35 47 56.00856(N) 078 34 19.90409(W) AD( ) 2 EZ2494 NGVD 29 (??/??/92) 87.519 (m) 287.14 (f) ADJ UNCH 2 2 EZ2494 EZ2494.Superseded values are not recommended for survey control. EZ2494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2494.See file dsdata.txt to determine how the superseded data were derived. EZ2494 EZ2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1941264380(NAD 83) EZ2494_MARKER: DE = TRAVERSE STATION DISK EZ2494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2494_SP_SET: CONCRETE POST EZ2494_STAMPING: TAYLORS 1965 EZ2494_MARK LOGO: NCGS EZ2494_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ2494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2494+STABILITY: SURFACE MOTION EZ2494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ2494+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2005 EZ2494 EZ2494 HISTORY - Date Condition Report By EZ2494 HISTORY - 1965 MONUMENTED NCGS EZ2494 HISTORY - 1976 GOOD NCGS EZ2494 HISTORY - 1981 GOOD LOCSUR EZ2494 HISTORY - 1984 GOOD NCGS EZ2494 HISTORY - 1984 GOOD NCGS EZ2494 HISTORY - 20050205 GOOD GEOCAC EZ2494 EZ2494 STATION DESCRIPTION EZ2494 EZ2494'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ2494'TAYLORS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2494'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ2494' EZ2494'TAYLORS IS 4.0 MILES ENE OF RALEIGH AND 4.8 MILES WNW OF EZ2494'KNIGHTDALE. LOCATED 0.7 MILES ENE ALONG U.S. 64 FROM BRIDGE EZ2494'ON U.S. 64 OVER BELTLINE (BYPASS). 0.4 MILES E OF SR EZ2494'2205. 0.45 MILES W OF SR 2036. AT SE CORNER OF TAYLORS EZ2494'NURSERY. AND AT TOP OF DITCH BANK ON N SIDE OF U.S. 64. EZ2494' EZ2494'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, EZ2494'STAMPED TAYLORS 1965, SET IN THE TOP OF A CONCRETE CYLINDER, EZ2494'THE TOP OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2494' EZ2494'MARK IS EZ2494' EZ2494'68.1 FT N OF C/L OF W BOUND LANE EZ2494' EZ2494'56.6 FT N OF YELLOW ARROW PAINTED ON W BOUND LANE EZ2494' EZ2494'68.4 FT NW OF ONE WAY SIGN WITH ALUMINUM REF. TAG EZ2494' EZ2494'40.5 FT W OF C/L OF DRIVE EZ2494' EZ2494'95.4 FT NE OF PP WITH ALUMINUM REF. TAG EZ2494' EZ2494'18.3 FT N OF R/W MARKER EZ2494' EZ2494'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ2494 EZ2494 STATION RECOVERY (1976) EZ2494 EZ2494'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2494'4.0 MI ENE FROM RALEIGH. EZ2494'TO REACH STATION FROM THE NEW BERN AVE. OVERPASS OF THE BELTLINE, EZ2494'PROCEED EAST ALONG US 64 (NEW BERN AVE.) FOR 0.7 MILE TO CROSSOVER AT EZ2494'SR 2597 (S) AND STATION ON LEFT NEAR THE SOUTHEAST CORNER OF TAYLORS EZ2494'NURSERY. 68.1 FT. N OF CENTERLINE OF W BOUND LANE, 39.3 FT. W OF EZ2494'CENTERLINE OF DRIVE, 18.3 FT. N OF R/W MARKER, 95.4 FT. NE OF POWER EZ2494'POLE WITH ALUMINUM REF. TAG, 68.4 FT. NW OF ONE WAY SIGN WITH ALUMINUM EZ2494'REF. TAG AND 19.4 FT. WSW OF 6 INCH PINE WITH ALUMINUM REF. TAG. DISK EZ2494'IS SET IN CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND. EZ2494 EZ2494 STATION RECOVERY (1981) EZ2494 EZ2494'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981 (RWK) EZ2494'THE STATION WAS RECOVERED IN GOOD CONDITION. DESCRIPTION IS ADEQUATE EZ2494'EXCEPT FOR THE FOLLOWING CORRECTIONS. STATION IS LOCATED AT THE EZ2494'SOUTHEAST CORNER OF TAYLORS FARM, NEAR GREAT DANE TRAILER COMPANY AND EZ2494'BRAKES, INC. EZ2494 EZ2494 STATION RECOVERY (1984) EZ2494 EZ2494'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ2494'THE STATION WAS RECOVERED AT THIS DATE. EZ2494'MARK IS IN GOOD CONDITION. EZ2494' EZ2494'MARK IS ALSO 5.0 METERS (16.5 FT) NORTH OF A POWER POLE WITH A EZ2494'REFERENCE TAG. EZ2494' EZ2494'STATION IS ALSO A BENCH MARK. EZ2494 EZ2494 STATION RECOVERY (1984) EZ2494 EZ2494'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ2494'RECOVERED IN GOOD CONDITION EXCEPT ADD MARK IS ALSO 5.0 METERS (16.5 EZ2494'FT) NORTH OF A POWER POLE WITH A REFERENCE TAG. EZ2494 EZ2494 STATION RECOVERY (2005) EZ2494 EZ2494'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ2494'DUE TO CHANGES IN ROADS, DELETE REFERENCES TO DRIVEWAY, PINE TREE, AND EZ2494'POWER POLES. STATION IS IN THE NW QUADRANT OF INTERSECTION OF US64 EZ2494'(NEW BERN AVE) AND THE WESTERN-MOST DRIVEWAY TO BEACON SHOPPING PLAZA, EZ2494'ATOP A BANK AND TWO FEET INSIDE THE FENCE SURROUNDING THE BEDDING AREA EZ2494'OF TAYLOR'S NURSERY, AT THE FENCE CORNER AND TWO FEET WEST OF A FENCE EZ2494'POLE WITH REF TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0943 *********************************************************************** EZ0943 DESIGNATION - TEAMSTER EZ0943 PID - EZ0943 EZ0943 STATE/COUNTY- NC/WAKE EZ0943 USGS QUAD - SOUTHEAST DURHAM (1993) EZ0943 EZ0943 *CURRENT SURVEY CONTROL EZ0943 ___________________________________________________________________ EZ0943* NAD 83(1986)- 35 53 55.14245(N) 078 46 13.05464(W) ADJUSTED EZ0943* NAVD 88 - 121.917 (meters) 399.99 (feet) ADJUSTED EZ0943 ___________________________________________________________________ EZ0943 LAPLACE CORR- -6.04 (seconds) DEFLEC99 EZ0943 GEOID HEIGHT- -32.06 (meters) GEOID03 EZ0943 DYNAMIC HT - 121.814 (meters) 399.65 (feet) COMP EZ0943 MODELED GRAV- 979,787.2 (mgal) NAVD 88 EZ0943 EZ0943 HORZ ORDER - SECOND EZ0943 VERT ORDER - SECOND CLASS 0 EZ0943 EZ0943.The North Carolina HARNS have been completed but, EZ0943.due to contractual restrictions, coordinates for these stations EZ0943.will NOT be published in the near future. In the interim, the EZ0943.published coordinates in North Carolina will not be EZ0943.consistent with the Continuously Operating Reference Stations EZ0943.(CORS). The HARN coordinates for these stations are available EZ0943.upon request. Contact Gary Thompson(919-733-3836). EZ0943. EZ0943.In addition, the published North Carolina positions EZ0943.(NAD 83 (1986)) are NOT consistent with those determined in EZ0943.adjacent state readjustments. The discontinuity between stations EZ0943.located in North Carolina and those in adjacent states EZ0943.which have been adjusted to the HARN may be as much as 5 EZ0943.decimeters. This will result in a significant loss of accuracy EZ0943.over lines crossing such state borders. EZ0943 EZ0943 EZ0943.The horizontal coordinates were established by classical geodetic methods EZ0943.and adjusted by the National Geodetic Survey in July 1986. EZ0943 EZ0943.The orthometric height was determined by differential leveling EZ0943.and adjusted by the National Geodetic Survey in June 1991. EZ0943 EZ0943.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0943 EZ0943.The geoid height was determined by GEOID03. EZ0943 EZ0943.The dynamic height is computed by dividing the NAVD 88 EZ0943.geopotential number by the normal gravity value computed on the EZ0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0943.degrees latitude (g = 980.6199 gals.). EZ0943 EZ0943.The modeled gravity was interpolated from observed gravity values. EZ0943 EZ0943; North East Units Scale Factor Converg. EZ0943;SPC NC - 238,379.780 630,337.581 MT 0.99993621 +0 07 57.3 EZ0943;SPC NC - 782,084.33 2,068,032.55 sFT 0.99993621 +0 07 57.3 EZ0943;UTM 17 - 3,975,003.985 701,231.015 MT 1.00009900 +1 18 28.2 EZ0943 EZ0943! - Elev Factor x Scale Factor = Combined Factor EZ0943!SPC NC - 0.99998590 x 0.99993621 = 0.99992211 EZ0943!UTM 17 - 0.99998590 x 1.00009900 = 1.00008490 EZ0943 EZ0943: Primary Azimuth Mark Grid Az EZ0943:SPC NC - KING 2 225 08 03.7 EZ0943:UTM 17 - KING 2 223 57 32.8 EZ0943 EZ0943|---------------------------------------------------------------------| EZ0943| PID Reference Object Distance Geod. Az | EZ0943| dddmmss.s | EZ0943| EZ0944 ANGUS 2 APPROX. 0.5 KM 0484846.4 | EZ0943| EZ0942 KING 2 483.890 METERS 2251601.0 | EZ0943|---------------------------------------------------------------------| EZ0943 EZ0943 SUPERSEDED SURVEY CONTROL EZ0943 EZ0943 NAD 27 - 35 53 54.61847(N) 078 46 14.03203(W) AD( ) 2 EZ0943 NGVD 29 (??/??/92) 122.17 (m) 400.8 (f) COMPUTED 2 0 EZ0943 EZ0943.Superseded values are not recommended for survey control. EZ0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0943.See file dsdata.txt to determine how the superseded data were derived. EZ0943 EZ0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0123175004(NAD 83) EZ0943_MARKER: DE = TRAVERSE STATION DISK EZ0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0943_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0943_STAMPING: TEAMSTER 1972 EZ0943_MARK LOGO: NCGS EZ0943_MAGNETIC: N = NO MAGNETIC MATERIAL EZ0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0943+STABILITY: SURFACE MOTION EZ0943 EZ0943 HISTORY - Date Condition Report By EZ0943 HISTORY - 1972 MONUMENTED NCGS EZ0943 HISTORY - 1973 GOOD NCGS EZ0943 HISTORY - 19860101 SEE DESCRIPTION NCGS EZ0943 EZ0943 STATION DESCRIPTION EZ0943 EZ0943'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ0943'TEAMSTER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ0943'THE VICINITY OF NW WAKE COUNTY. EZ0943' EZ0943'TEAMSTER IS LOCATED APPROXIMATELY 6.1 MILES NNE OF MORRISVILLE, AND EZ0943'11.0 MILES NW OF CAPITOL SQUARE IN RALEIGH. TO REACH STATION FROM EZ0943'INTERSECTION OF US 70 AND SR 1002 (RDU-AIRPORT ROAD), PROCEED SW EZ0943'ALONG SR 1002 FOR 0.3 MILES TO STATION ON RIGHT ON A SLOPING BANK, EZ0943'0.45 MILES NE OF INTERSECTION WITH SR 1646, AND APPROXIMATELY 125 EZ0943'FEET ENE OF THE TEAMSTERS UNION BUILDING. EZ0943' EZ0943'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0943'TEAMSTER 1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ0943'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0943' EZ0943'MARK IS EZ0943'41.3 FEET NW OF C/L OF SR 1002. EZ0943'16.6 FEET NE OF NORTHERNMOST DRIVEWAY TO TEAMSTERS BUILDING. EZ0943'33.1 FEET NNE OF SW END OF CONCRETE CULVERT UNDER DRIVEWAY. EZ0943'45.8 FEET SW OF PP W/2 TRANSFORMERS AND WITH ALUMINUM REF. TAG. EZ0943'83.6 FEET SE OF PP W/BOX AND WITH ALUMINUM REF. TAG. EZ0943 EZ0943 STATION RECOVERY (1973) EZ0943 EZ0943'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0943'6.1 MI NNE FROM MORRISVILLE. EZ0943'TEAMSTER IS LOCATED APPROXIMATELY 11.0 MILES NW OF CAPITOL SQUARE EZ0943'IN RALEIGH. TO REACH STATION FROM INTERSECTION OF U.S. 70 AND EZ0943'SR 1002 (RDU - AIRPORT ROAD), PROCEED SW ALONG SR 1002 FOR 0.3 EZ0943'MILES TO STATION ON RIGHT ON A SLOPING BANK, 0.45 MILES NE OF EZ0943'INTERSECTION WITH SR 1646, AND APPROXIMATELY 125 FT ENE OF THE EZ0943'TEAMSTERS UNION BUILDING, 41.3 FT NW OF C/L OF SR 1002, 16.6 FT EZ0943'NE OF NORTHERNMOST DRIVEWAY TO TEASTERS BUILDING, 33.1 FT NNE EZ0943'OF SW END OF CONCRETE CULVERT UNDER DRIVEWAY, 45.8 FT SW OF PP EZ0943'W/2 TRANSFORMERS AND WITH ALUMINUM REF. TAG, AND 83.6 FT SE OF PP EZ0943'W/BOX AND WITH ALUMINUM REF. TAG. DISK IS SET IN CONCRETE EZ0943'CYLINDER FLUSH WITH THE SURFACE OF THE GROUND. EZ0943 EZ0943 STATION RECOVERY (1986) EZ0943 EZ0943'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ0943'STATION HAS BEEN DESTROYED BY CONSTRUCTION OF A 10,000-FT RUNWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0930 *********************************************************************** EZ0930 DESIGNATION - TENNIS EZ0930 PID - EZ0930 EZ0930 STATE/COUNTY- NC/WAKE EZ0930 USGS QUAD - RALEIGH WEST (1988) EZ0930 EZ0930 *CURRENT SURVEY CONTROL EZ0930 ___________________________________________________________________ EZ0930* NAD 83(1986)- 35 47 49.75400(N) 078 41 40.91349(W) ADJUSTED EZ0930* NAVD 88 - 143.955 (meters) 472.29 (feet) ADJUSTED EZ0930 ___________________________________________________________________ EZ0930 LAPLACE CORR- -6.84 (seconds) DEFLEC99 EZ0930 GEOID HEIGHT- -32.63 (meters) GEOID03 EZ0930 DYNAMIC HT - 143.832 (meters) 471.89 (feet) COMP EZ0930 MODELED GRAV- 979,772.8 (mgal) NAVD 88 EZ0930 EZ0930 HORZ ORDER - SECOND EZ0930 VERT ORDER - SECOND CLASS 0 EZ0930 EZ0930.The North Carolina HARNS have been completed but, EZ0930.due to contractual restrictions, coordinates for these stations EZ0930.will NOT be published in the near future. In the interim, the EZ0930.published coordinates in North Carolina will not be EZ0930.consistent with the Continuously Operating Reference Stations EZ0930.(CORS). The HARN coordinates for these stations are available EZ0930.upon request. Contact Gary Thompson(919-733-3836). EZ0930. EZ0930.In addition, the published North Carolina positions EZ0930.(NAD 83 (1986)) are NOT consistent with those determined in EZ0930.adjacent state readjustments. The discontinuity between stations EZ0930.located in North Carolina and those in adjacent states EZ0930.which have been adjusted to the HARN may be as much as 5 EZ0930.decimeters. This will result in a significant loss of accuracy EZ0930.over lines crossing such state borders. EZ0930 EZ0930 EZ0930.The horizontal coordinates were established by classical geodetic methods EZ0930.and adjusted by the National Geodetic Survey in December 1992. EZ0930 EZ0930.The orthometric height was determined by differential leveling EZ0930.and adjusted by the National Geodetic Survey in June 1991. EZ0930 EZ0930.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0930 EZ0930.The geoid height was determined by GEOID03. EZ0930 EZ0930.The dynamic height is computed by dividing the NAVD 88 EZ0930.geopotential number by the normal gravity value computed on the EZ0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0930.degrees latitude (g = 980.6199 gals.). EZ0930 EZ0930.The modeled gravity was interpolated from observed gravity values. EZ0930 EZ0930; North East Units Scale Factor Converg. EZ0930;SPC NC - 227,137.351 637,196.366 MT 0.99991779 +0 10 34.4 EZ0930;SPC NC - 745,199.79 2,090,535.08 sFT 0.99991779 +0 10 34.4 EZ0930;UTM 17 - 3,963,902.333 708,320.048 MT 1.00013479 +1 20 56.0 EZ0930 EZ0930! - Elev Factor x Scale Factor = Combined Factor EZ0930!SPC NC - 0.99998253 x 0.99991779 = 0.99990032 EZ0930!UTM 17 - 0.99998253 x 1.00013479 = 1.00011732 EZ0930 EZ0930: Primary Azimuth Mark Grid Az EZ0930:SPC NC - FAIR 252 45 21.7 EZ0930:UTM 17 - FAIR 251 35 00.1 EZ0930 EZ0930|---------------------------------------------------------------------| EZ0930| PID Reference Object Distance Geod. Az | EZ0930| dddmmss.s | EZ0930| EZ5159 SCOTT 384.626 METERS 00854 | EZ0930| EZ5133 MEREDITH 416.725 METERS 0431335.8 | EZ0930| EZ1078 DONNA 291.138 METERS 19143 | EZ0930| EZ0687 FAIR APPROX. 1.3 KM 2525556.1 | EZ0930|---------------------------------------------------------------------| EZ0930 EZ0930 SUPERSEDED SURVEY CONTROL EZ0930 EZ0930 NAD 83(1986)- 35 47 49.75603(N) 078 41 40.91519(W) AD( ) 2 EZ0930 NAD 27 - 35 47 49.21589(N) 078 41 41.90261(W) AD( ) 2 EZ0930 NGVD 29 (??/??/92) 144.221 (m) 473.17 (f) ADJ UNCH 2 0 EZ0930 EZ0930.Superseded values are not recommended for survey control. EZ0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0930.See file dsdata.txt to determine how the superseded data were derived. EZ0930 EZ0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0832063902(NAD 83) EZ0930_MARKER: DE = TRAVERSE STATION DISK EZ0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0930_SP_SET: CONCRETE POST EZ0930_STAMPING: TENNIS 1965 EZ0930_MARK LOGO: NCGS EZ0930_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0930+STABILITY: SURFACE MOTION EZ0930 EZ0930 HISTORY - Date Condition Report By EZ0930 HISTORY - 1965 MONUMENTED NCGS EZ0930 HISTORY - 1970 GOOD NCGS EZ0930 HISTORY - 1973 GOOD NCGS EZ0930 HISTORY - 1980 GOOD NGS EZ0930 HISTORY - 1980 GOOD NCGS EZ0930 HISTORY - 1980 GOOD NCGS EZ0930 HISTORY - 1983 GOOD NCGS EZ0930 HISTORY - 1983 GOOD NCGS EZ0930 HISTORY - 19910507 GOOD USPSQD EZ0930 EZ0930 STATION DESCRIPTION EZ0930 EZ0930'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ0930'TENNIS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ0930'THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ0930' EZ0930'TENNIS IS 3.3 MILES WNW OF RALEIGH. LOCATED 0.1 MILES N ALONG EZ0930'U.S. 1 BYPASS FROM BRIDGE OVER OLD U.S. 1. 1.3 MILES S OF BRIDGE EZ0930'OVER LAKE BOONE TRAIL. W OF U.S. 1 AND S OF EXIT TO OLD U.S. 1. EZ0930' EZ0930'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0930'TENNIS 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ0930'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0930' EZ0930'MARK IS EZ0930' EZ0930'3.0 FT S OF YELLOW ARROW PAINTED ON CURB EZ0930' EZ0930'94.1 FT W OF EXIT SIGN W/POST EZ0930' EZ0930'68.9 FT N OF C/L OF DRAIN COVER EZ0930' EZ0930'18.7 FT E OF REFLECTOR POST, 3RD POST W OF BYPASS EZ0930' EZ0930'500.0 FT APPROXIMATELY SE OF FACULTY CLUB EZ0930' EZ0930'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ0930 EZ0930 STATION RECOVERY (1970) EZ0930 EZ0930'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ0930'TENNIS STATION MARK IS EZ0930' EZ0930'75.0 FT WNW OF BOTTOM OF POST OF 4 INCH IRON POST WITH SIGN, EZ0930'MERGING TRAFFIC EZ0930' EZ0930'101.0 FT W OF C/L OF U.S. 1 BYPASS, S BOUND LANE EZ0930' EZ0930'116.0 FT SSW FROM BOTTOM OF 4 INCH IRON SIGN POST, 30 MPH SIGN EZ0930' EZ0930'74.2 FT SSE OF TOP OF CORNER FENCE POST (METAL FENCE) AROUND EZ0930'FACULTY CLUB PARKING LOT EZ0930 EZ0930 STATION RECOVERY (1973) EZ0930 EZ0930'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0930'3.4 MI WNW FROM RALEIGH. EZ0930'THE STATION IS NEAR THE U.S. 1 AND U.S. 64 BYPASS (BELTLINE) EZ0930'BRIDGES OVER U.S. 1 - BUSINESS (HILLSBOROUGH STREET), 0.1 MILES EZ0930'NORTH OF THE OVERPASS AND AT THE SOUTH SIDE OF EXIT FROM THE EZ0930'SOUTH BOUND LANE OF THE BYPASS, AND 0.40 MILES SOUTH OF I-40 (WADE EZ0930'AVE.), 101.0 FT W OF C/L OF SOUTH BOUND LANE OF BYPASS, 03.0 FT EZ0930'S OF SOUTH CURB OF EXIT RAMP TO HILLSBOROUGH STREET, 18.7 FT E EZ0930'OF FOURTH REFLECTOR POST WEST OF BYPASS ON SOUTH SIDE OF EXIT EZ0930'RAMP, 68.9 FT NORTH OF CENTER OF CONCRETE DRAINAGE COVER, 94.1 EZ0930'FT SW OF WEST POST OF EXIT SIGN, AND 75.0 FT WNW OF MERGING EZ0930'TRAFFIC SIGN POST. DISK IS SET FLUSH WITH THE GROUND. EZ0930 EZ0930 STATION RECOVERY (1980) EZ0930 EZ0930'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (HDM) EZ0930'THE STATION WAS RECOVERED IN GOOD CONDITION PREVIOUSLY IN 1965. EZ0930' EZ0930'ADDITIONAL REFERENCES ARE AS FOLLOWS -- 3.3 FEET SOUTHEAST OF THE EZ0930'SOUTHEAST CURB OF EXIT LANE OFF US 64 TO NC 54 WEST, LEADING TO CARY. EZ0930 EZ0930 STATION RECOVERY (1980) EZ0930 EZ0930'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EZ0930'THE STATION WAS RECOVERED IN GOOD CONDITION. A COMPLETE NEW EZ0930'DESCRIPTION FOLLOWS. EZ0930' EZ0930'THE STATION IS LOCATED IN THE WESTERN SECTION OF RALEIGH AT THE EZ0930'US 1-64 BYPASS INTERCHANGE WITH NC 54 (HILLSBOROUGH STREET) ALONG THE EZ0930'EXIT RAMP FROM THE BYPASS SOUTHBOUND TO NC 54 AND ON THE SOUTHEAST EZ0930'SIDE OF THE CURB. EZ0930' EZ0930'STATION MARK IS A STANDARD DISK STAMPED---TENNIS 1965--- SET IN THE EZ0930'TOP OF AN 8 INCH CONCRETE CYLINDER, WHICH IS 2 INCHES BELOW THE GROUND EZ0930'SURFACE. THE MARK IS 3.3 FEET SOUTHEAST OF THE CURB OF THE RAMP, EZ0930'101.0 FEET WEST OF THE CENTERLINE OF SOUTHBOUND LANES, 74.2 FEET EZ0930'SOUTH OF A CORNER FENCE POST, 116.0 FEET SOUTHWEST OF A EZ0930'--MILE PER HOUR--SIGN AND 68.9 FEET NORTH OF THE CENTER OF A DRAIN EZ0930'COVER. EZ0930 EZ0930 STATION RECOVERY (1980) EZ0930 EZ0930'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ0930'AT THE U.S. 1 AND U.S. 64 BYPASS INTERCHANGE WITH HILLSBOROUGH EZ0930'STREET - N.C. 54 IN WEST RALEIGH, ALONG EXIT RAMP FROM BYPASS EZ0930'SOUTHBOUND TO N.C. 54, ON SOUTHEAST SIDE OF CURB, 101.0 FEET EZ0930'WEST OF CENTERLINE OF SOUTHBOUND LANES OF BYPASS, 74.2 FEET SOUTH EZ0930'OF A CORNER FENCE POST ON NORTH SIDE OF EXIT LANE, 116.0 FEET EZ0930'SOUTHWEST OF A --30 MPH-- SIGN, 3.3 FEET SOUTHEAST OF SOUTHEAST EZ0930'CURB OF EXIT LANE AND 68.9 FEET NORTH OF CENTER OF DRAIN EZ0930'COVER. EZ0930'THE MARK IS 3 FT BELOW BYPASS. EZ0930 EZ0930 STATION RECOVERY (1983) EZ0930 EZ0930'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (CEH) EZ0930'THE STATION WAS RECOVERED AT THIS DATE. EZ0930'THE STATION WAS GOOD AS DESCRIBED. EZ0930' EZ0930'THE STATION IS A STANDARD NCGS DISK. EZ0930' EZ0930'THE MARK IS 70.5 FEET NORTHWEST OF A MERGING TRAFFIC SIGN POST, 2.7 EZ0930'FEET SOUTH OF BACK OF CURB. EZ0930 EZ0930 STATION RECOVERY (1983) EZ0930 EZ0930'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 EZ0930'RECOVERED IN GOOD CONDITION EXCEPT ADD THE STATION IS A STANDARD NCGS EZ0930'DISK. THE MARK IS 70.5 FEET NORTHWEST OF A MERGING TRAFFIC SIGN POST EZ0930'AND 2.7 FEET SOUTH OF BACK OF CURB. EZ0930 EZ0930 STATION RECOVERY (1991) EZ0930 EZ0930'RECOVERY NOTE BY US POWER SQUADRON 1991 (GS) EZ0930'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5447 *********************************************************************** EZ5447 DESIGNATION - TERESA EZ5447 PID - EZ5447 EZ5447 STATE/COUNTY- NC/WAKE EZ5447 USGS QUAD - CARY (1993) EZ5447 EZ5447 *CURRENT SURVEY CONTROL EZ5447 ___________________________________________________________________ EZ5447* NAD 83(1986)- 35 52 23.41036(N) 078 47 28.40962(W) ADJUSTED EZ5447* NAVD 88 - 130.64 (+/-2cm) 428.6 (feet) VERTCON EZ5447 ___________________________________________________________________ EZ5447 LAPLACE CORR- -5.94 (seconds) DEFLEC99 EZ5447 GEOID HEIGHT- -32.05 (meters) GEOID03 EZ5447 EZ5447 HORZ ORDER - SECOND EZ5447 VERT ORDER - THIRD ? (See Below) EZ5447 EZ5447.The North Carolina HARNS have been completed but, EZ5447.due to contractual restrictions, coordinates for these stations EZ5447.will NOT be published in the near future. In the interim, the EZ5447.published coordinates in North Carolina will not be EZ5447.consistent with the Continuously Operating Reference Stations EZ5447.(CORS). The HARN coordinates for these stations are available EZ5447.upon request. Contact Gary Thompson(919-733-3836). EZ5447. EZ5447.In addition, the published North Carolina positions EZ5447.(NAD 83 (1986)) are NOT consistent with those determined in EZ5447.adjacent state readjustments. The discontinuity between stations EZ5447.located in North Carolina and those in adjacent states EZ5447.which have been adjusted to the HARN may be as much as 5 EZ5447.decimeters. This will result in a significant loss of accuracy EZ5447.over lines crossing such state borders. EZ5447 EZ5447 EZ5447.The horizontal coordinates were established by classical geodetic methods EZ5447.and adjusted by the National Geodetic Survey in July 1986. EZ5447 EZ5447.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5447.The vertical order pertains to the NGVD 29 superseded value. EZ5447 EZ5447.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5447 EZ5447.The geoid height was determined by GEOID03. EZ5447 EZ5447; North East Units Scale Factor Converg. EZ5447;SPC NC - 235,548.493 628,453.939 MT 0.99993129 +0 07 13.8 EZ5447;SPC NC - 772,795.35 2,061,852.63 sFT 0.99993129 +0 07 13.8 EZ5447;UTM 17 - 3,972,134.213 699,405.522 MT 1.00008998 +1 17 41.1 EZ5447 EZ5447! - Elev Factor x Scale Factor = Combined Factor EZ5447!SPC NC - 0.99998453 x 0.99993129 = 0.99991582 EZ5447!UTM 17 - 0.99998453 x 1.00008998 = 1.00007451 EZ5447 EZ5447: Primary Azimuth Mark Grid Az EZ5447:SPC NC - BELINDA 214 40 36.5 EZ5447:UTM 17 - BELINDA 213 30 09.2 EZ5447 EZ5447|---------------------------------------------------------------------| EZ5447| PID Reference Object Distance Geod. Az | EZ5447| dddmmss.s | EZ5447| EZ5449 BELINDA APPROX. 1.2 KM 2144750.3 | EZ5447| EZ0937 CONTROL AZ MK 248.146 METERS 32607 | EZ5447|---------------------------------------------------------------------| EZ5447 EZ5447 SUPERSEDED SURVEY CONTROL EZ5447 EZ5447 NAD 27 - 35 52 22.88471(N) 078 47 29.38921(W) AD( ) 2 EZ5447 NGVD 29 (07/19/86) 130.89 (m) 429.4 (f) LEVELING 3 EZ5447 EZ5447.Superseded values are not recommended for survey control. EZ5447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5447.See file dsdata.txt to determine how the superseded data were derived. EZ5447 EZ5447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9940672134(NAD 83) EZ5447_MARKER: DE = TRAVERSE STATION DISK EZ5447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5447_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5447_STAMPING: TERESA 1973 EZ5447_MARK LOGO: NCGS EZ5447_MAGNETIC: N = NO MAGNETIC MATERIAL EZ5447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5447+STABILITY: SURFACE MOTION EZ5447_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ5447+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2004 EZ5447 EZ5447 HISTORY - Date Condition Report By EZ5447 HISTORY - 1973 MONUMENTED NCGS EZ5447 HISTORY - 20040823 SEE DESCRIPTION NCGS EZ5447 EZ5447 STATION DESCRIPTION EZ5447 EZ5447'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EZ5447'TERESA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ5447'VICINITY OF MORRISVILLE, NORTH CAROLINA. EZ5447' EZ5447'TERESA IS LOCATED APPROXIMATELY 4.2 MILES NNE OF MORRISVILLE, AND EZ5447'10.6 MILES NW OF RALEIGH. TO REACH STATION FROM INTERSECTION OF SR EZ5447'1788 AND SR 1002, PROCEED NE ALONG SR 1788 FOR 1.0 MILES TO EZ5447'INTERSECTION WITH PAVED ROAD LEADING SR INTO RDU AIRPORT PROPERTY, EZ5447'THENCE SE ALONG THIS ROAD FOR 0.15 MILES TO STATION ON RIGHT ON EZ5447'SMALL CLEARED DIRT HILL. EZ5447' EZ5447'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED TERESA EZ5447'1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EZ5447'FLUSH WITH THE SURFACE OF THE GROUND. EZ5447' EZ5447'MARK IS EZ5447'92.7 FEET S OF C/L PAVED ROAD. EZ5447'129.0 FEET ESE OF PP W/TRANSFORMER AND W/ALUMINUM REF. TAG. EZ5447'52.3 FEET SSW OF CENTER OF ASPHALT RAMP. EZ5447'93.8 FEET WSW OF SOUTHERNMOST METAL FENCE POST. EZ5447'129.7 FEET SSE OF SW CORNER OF MAINTENANCE BUILDING. EZ5447 EZ5447 STATION RECOVERY (2004) EZ5447 EZ5447'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL) EZ5447'STATION IS DESTROYED. DISK NOT FOUND. SMALL DIRT HILL IS GONE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1937 *********************************************************************** EZ1937 DESIGNATION - TERRY EZ1937 PID - EZ1937 EZ1937 STATE/COUNTY- NC/WAKE EZ1937 USGS QUAD - APEX (1993) EZ1937 EZ1937 *CURRENT SURVEY CONTROL EZ1937 ___________________________________________________________________ EZ1937* NAD 83(1986)- 35 42 40.48461(N) 078 50 36.43508(W) ADJUSTED EZ1937* NAVD 88 - 121.824 (meters) 399.68 (feet) ADJUSTED EZ1937 ___________________________________________________________________ EZ1937 LAPLACE CORR- -5.03 (seconds) DEFLEC99 EZ1937 GEOID HEIGHT- -32.28 (meters) GEOID03 EZ1937 DYNAMIC HT - 121.718 (meters) 399.34 (feet) COMP EZ1937 MODELED GRAV- 979,761.7 (mgal) NAVD 88 EZ1937 EZ1937 HORZ ORDER - SECOND EZ1937 VERT ORDER - FIRST CLASS II EZ1937 EZ1937.The North Carolina HARNS have been completed but, EZ1937.due to contractual restrictions, coordinates for these stations EZ1937.will NOT be published in the near future. In the interim, the EZ1937.published coordinates in North Carolina will not be EZ1937.consistent with the Continuously Operating Reference Stations EZ1937.(CORS). The HARN coordinates for these stations are available EZ1937.upon request. Contact Gary Thompson(919-733-3836). EZ1937. EZ1937.In addition, the published North Carolina positions EZ1937.(NAD 83 (1986)) are NOT consistent with those determined in EZ1937.adjacent state readjustments. The discontinuity between stations EZ1937.located in North Carolina and those in adjacent states EZ1937.which have been adjusted to the HARN may be as much as 5 EZ1937.decimeters. This will result in a significant loss of accuracy EZ1937.over lines crossing such state borders. EZ1937 EZ1937 EZ1937.The horizontal coordinates were established by classical geodetic methods EZ1937.and adjusted by the National Geodetic Survey in July 1986. EZ1937 EZ1937.The orthometric height was determined by differential leveling EZ1937.and adjusted by the National Geodetic Survey in June 1991. EZ1937 EZ1937.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1937 EZ1937.The geoid height was determined by GEOID03. EZ1937 EZ1937.The dynamic height is computed by dividing the NAVD 88 EZ1937.geopotential number by the normal gravity value computed on the EZ1937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1937.degrees latitude (g = 980.6199 gals.). EZ1937 EZ1937.The modeled gravity was interpolated from observed gravity values. EZ1937 EZ1937; North East Units Scale Factor Converg. EZ1937;SPC NC - 217,575.041 623,765.886 MT 0.99990466 +0 05 25.3 EZ1937;SPC NC - 713,827.45 2,046,471.91 sFT 0.99990466 +0 05 25.3 EZ1937;UTM 17 - 3,954,065.739 695,085.224 MT 1.00006900 +1 15 33.0 EZ1937 EZ1937! - Elev Factor x Scale Factor = Combined Factor EZ1937!SPC NC - 0.99998595 x 0.99990466 = 0.99989061 EZ1937!UTM 17 - 0.99998595 x 1.00006900 = 1.00005495 EZ1937 EZ1937: Primary Azimuth Mark Grid Az EZ1937:SPC NC - LUFKIN 034 31 59.0 EZ1937:UTM 17 - LUFKIN 033 21 51.3 EZ1937 EZ1937|---------------------------------------------------------------------| EZ1937| PID Reference Object Distance Geod. Az | EZ1937| dddmmss.s | EZ1937| EZ1062 LUFKIN 461.412 METERS 0343724.3 | EZ1937|---------------------------------------------------------------------| EZ1937 EZ1937 SUPERSEDED SURVEY CONTROL EZ1937 EZ1937 NAD 27 - 35 42 39.93791(N) 078 50 37.40610(W) AD( ) 2 EZ1937 NGVD 29 (12/03/90) 122.08 (m) 400.5 (f) LEVELING 3 EZ1937 EZ1937.Superseded values are not recommended for survey control. EZ1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1937.See file dsdata.txt to determine how the superseded data were derived. EZ1937 EZ1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9508554066(NAD 83) EZ1937_MARKER: DE = TRAVERSE STATION DISK EZ1937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1937_SP_SET: CONCRETE POST EZ1937_STAMPING: TERRY 1970 EZ1937_MARK LOGO: NCGS EZ1937_PROJECTION: PROJECTING 5 CENTIMETERS EZ1937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1937+STABILITY: SURFACE MOTION EZ1937 EZ1937 HISTORY - Date Condition Report By EZ1937 HISTORY - 1970 MONUMENTED NCGS EZ1937 HISTORY - 1980 GOOD NCGS EZ1937 HISTORY - 1980 GOOD NCGS EZ1937 HISTORY - 1983 GOOD USPSQD EZ1937 HISTORY - 1983 GOOD USPSQD EZ1937 EZ1937 STATION DESCRIPTION EZ1937 EZ1937'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ1937'TERRY IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ1937'VICINITY OF APEX, NORTH CAROLINA. EZ1937' EZ1937'TERRY IS LOCATED APPROXIMATELY 1.45 MILES SOUTHEAST OF APEX. TO EZ1937'REACH STATION PROCEED FROM THE INTERSECTION OF US 1 AND NC 55 (APEX EZ1937'AND FUQUAY-VARINA EXIT), GO SOUTH ON US 1 FOR 0.25 MILE TO EZ1937'STATION ON LEFT, APPROXIMATELY 4 FEET SOUTH FROM WEST STEEL POLE EZ1937'FOR APEX AND FUQUAY-VARINA EXIT SIGN, AND 1.05 MILE NORTH OF EZ1937'BRIDGE ON SR 1153 OVER US 1. EZ1937' EZ1937'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ1937'TERRY 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ1937'IS 2 INCHES ABOVE THE SURFACE OF THE GROUND. EZ1937' EZ1937'MARK IS-- EZ1937'25.3 FEET SE OF C/L OF N BOUND LANE OF US 1. EZ1937'2.2 FEET SE OF METAL GUARD RAIL. EZ1937'3.7 FEET W OF WESTERNMOST METAL POST SUPPORTING APEX, EZ1937'FUQUAY-VARINA SIGN. EZ1937'11.0 FEET WNW OF EASTERNMOST METAL POST SUPPORTING EZ1937'APEX, FUQUAY-VARINA SIGN. EZ1937'52.9 FEET SE OF STORM DRAIN COVER IN MEDIAN. EZ1937 EZ1937 STATION RECOVERY (1980) EZ1937 EZ1937'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EZ1937'THE STATION WAS RECOVERED AS DESCRIBED. THE SOUTHWEST SIDE OF MARK EZ1937'HAS BEEN BROKEN SLIGHTLY, BUT THE STATION SHOULD STILL BE IN ITS EZ1937'ORIGINAL LOCATION. EZ1937 EZ1937 STATION RECOVERY (1980) EZ1937 EZ1937'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ1937'1.4 MI SSE FROM APEX. EZ1937'POST FOUND CHIPPED ON SOUTHWEST SIDE, BUT MARK IS SOLID. 0.3 EZ1937'MILE SOUTHWEST ALONG U.S. 1 FROM UNDERPASS OF N.C. 55 SOUTHEAST EZ1937'OF APEX, ON SOUTHEAST SIDE OF HIGHWAY AT AN N.C. 55 - APEX-FUQUAY EZ1937'VARINA EXIT SIGN, 25.3 FEET SOUTHEAST OF CENTERLINE OF NORTHBOUND EZ1937'LANES OF HIGHWAY, 2.2 FEET SOUTHEAST OF METAL GUARD RAIL POST, EZ1937'3.7 FEET WEST OF WESTERNMOST SUPPORT POST FOR HIGHWAY SIGN, 11.0 EZ1937'FEET WEST-NORTHWEST OF EASTERNMOST SUPPORT POST FOR HIGHWAY SIGN EZ1937'AND 52.9 FEET SOUTHEAST OF STORM DRAIN COVER IN MEDIAN. EZ1937'THE MARK IS ABOVE LEVEL WITH HIGHWAY. EZ1937 EZ1937 STATION RECOVERY (1983) EZ1937 EZ1937'RECOVERY NOTE BY US POWER SQUADRON 1983 (RKG) EZ1937'TERRY 1970 RECOVERED GOOD. EZ1937 EZ1937 STATION RECOVERY (1983) EZ1937 EZ1937'RECOVERY NOTE BY US POWER SQUADRON 1983 EZ1937'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6619 *********************************************************************** EZ6619 DESIGNATION - TEXAS EZ6619 PID - EZ6619 EZ6619 STATE/COUNTY- NC/WAKE EZ6619 USGS QUAD - RALEIGH WEST (1988) EZ6619 EZ6619 *CURRENT SURVEY CONTROL EZ6619 ___________________________________________________________________ EZ6619* NAD 83(1986)- 35 49 24.69802(N) 078 39 55.28431(W) ADJUSTED EZ6619* NAVD 88 - 104.7 (meters) 344. (feet) VERTCON EZ6619 ___________________________________________________________________ EZ6619 LAPLACE CORR- -7.04 (seconds) DEFLEC99 EZ6619 GEOID HEIGHT- -32.69 (meters) GEOID03 EZ6619 EZ6619 HORZ ORDER - SECOND EZ6619 EZ6619.The North Carolina HARNS have been completed but, EZ6619.due to contractual restrictions, coordinates for these stations EZ6619.will NOT be published in the near future. In the interim, the EZ6619.published coordinates in North Carolina will not be EZ6619.consistent with the Continuously Operating Reference Stations EZ6619.(CORS). The HARN coordinates for these stations are available EZ6619.upon request. Contact Gary Thompson(919-733-3836). EZ6619. EZ6619.In addition, the published North Carolina positions EZ6619.(NAD 83 (1986)) are NOT consistent with those determined in EZ6619.adjacent state readjustments. The discontinuity between stations EZ6619.located in North Carolina and those in adjacent states EZ6619.which have been adjusted to the HARN may be as much as 5 EZ6619.decimeters. This will result in a significant loss of accuracy EZ6619.over lines crossing such state borders. EZ6619 EZ6619 EZ6619.The horizontal coordinates were established by classical geodetic methods EZ6619.and adjusted by the National Geodetic Survey in December 1992. EZ6619 EZ6619.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6619 EZ6619.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6619 EZ6619.The geoid height was determined by GEOID03. EZ6619 EZ6619; North East Units Scale Factor Converg. EZ6619;SPC NC - 230,071.915 639,838.561 MT 0.99992228 +0 11 35.3 EZ6619;SPC NC - 754,827.61 2,099,203.68 sFT 0.99992228 +0 11 35.3 EZ6619;UTM 17 - 3,966,891.044 710,902.175 MT 1.00014812 +1 22 01.0 EZ6619 EZ6619! - Elev Factor x Scale Factor = Combined Factor EZ6619!SPC NC - 0.99998869 x 0.99992228 = 0.99991097 EZ6619!UTM 17 - 0.99998869 x 1.00014812 = 1.00013681 EZ6619 EZ6619 SUPERSEDED SURVEY CONTROL EZ6619 EZ6619 NGVD 29 (12/28/92) 105.0 (m) 344. (f) VERT ANG EZ6619 EZ6619.Superseded values are not recommended for survey control. EZ6619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6619.See file dsdata.txt to determine how the superseded data were derived. EZ6619 EZ6619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1090266891(NAD 83) EZ6619_MARKER: DE = TRAVERSE STATION DISK EZ6619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6619_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6619_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ6619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6619+STABILITY: SURFACE MOTION EZ6619 EZ6619 HISTORY - Date Condition Report By EZ6619 HISTORY - 1983 MONUMENTED NCGS EZ6619 EZ6619 STATION DESCRIPTION EZ6619 EZ6619'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG) EZ6619'THE STATION IS LOCATED ABOUT 5.3 KM (3.3 MI) EZ6619'NORTH-NORTHWEST OF THE STATE CAPITOL IN RALEIGH. EZ6619' EZ6619'TO REACH THE STATION FROM THE GLENWOOD AVENUE UNDERPASS OF US 1 AND EZ6619'US 64 GO SOUTHEAST FOR 1.3 KM (0.8 MI) ON GLENWOOD AVENUE TO THE EZ6619'STATION IN THE SHOULDER, ON PROLONGATION OF NORTH SIDE OF A LARGE EZ6619'BRICK HOUSE ACROSS STREET. EZ6619' EZ6619'THE STATION IS A STANDARD NCGS DISK EZ6619'STAMPED---TEXAS 1983---, EZ6619'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6619'25 CM IN DIAMETER SET 4 INCHES BELOW SURFACE. LOCATED EZ6619'5.27 METERS (17.3 FT) WEST FROM THE CENTERLINE OF SOUTHBOUND LANES EZ6619'OF HIGHWAY, EZ6619'4.27 METERS (14.0 FT) SOUTH FROM THE CENTERLINE OF DIRT ROAD TO EZ6619'WILLIAMS REALTY AND BUILDING COMPANY, EZ6619'20.15 METERS (66.1 FT) NORTHWEST FROM A 12 INCH CRABAPPLE WITH EZ6619'REFERENCE TAG. EZ6619' EZ6619'THE MARK IS ABOUT LEVEL WITH HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0679 *********************************************************************** EZ0679 DESIGNATION - THOMPSON AZ MK EZ0679 PID - EZ0679 EZ0679 STATE/COUNTY- NC/WAKE EZ0679 USGS QUAD - RALEIGH WEST (1988) EZ0679 EZ0679 *CURRENT SURVEY CONTROL EZ0679 ___________________________________________________________________ EZ0679* NAD 83(1986)- 35 47 11.04196(N) 078 43 43.17785(W) ADJUSTED EZ0679* NAVD 88 - 146.240 (meters) 479.79 (feet) ADJUSTED EZ0679 ___________________________________________________________________ EZ0679 LAPLACE CORR- -7.15 (seconds) DEFLEC99 EZ0679 GEOID HEIGHT- -32.51 (meters) GEOID03 EZ0679 DYNAMIC HT - 146.114 (meters) 479.38 (feet) COMP EZ0679 MODELED GRAV- 979,766.7 (mgal) NAVD 88 EZ0679 EZ0679 HORZ ORDER - SECOND EZ0679 VERT ORDER - FIRST CLASS I EZ0679 EZ0679.The North Carolina HARNS have been completed but, EZ0679.due to contractual restrictions, coordinates for these stations EZ0679.will NOT be published in the near future. In the interim, the EZ0679.published coordinates in North Carolina will not be EZ0679.consistent with the Continuously Operating Reference Stations EZ0679.(CORS). The HARN coordinates for these stations are available EZ0679.upon request. Contact Gary Thompson(919-733-3836). EZ0679. EZ0679.In addition, the published North Carolina positions EZ0679.(NAD 83 (1986)) are NOT consistent with those determined in EZ0679.adjacent state readjustments. The discontinuity between stations EZ0679.located in North Carolina and those in adjacent states EZ0679.which have been adjusted to the HARN may be as much as 5 EZ0679.decimeters. This will result in a significant loss of accuracy EZ0679.over lines crossing such state borders. EZ0679 EZ0679 EZ0679.The horizontal coordinates were established by classical geodetic methods EZ0679.and adjusted by the National Geodetic Survey in December 1992. EZ0679 EZ0679.The orthometric height was determined by differential leveling EZ0679.and adjusted by the National Geodetic Survey in June 1991. EZ0679.WARNING-Repeat measurements at this control monument indicate possible EZ0679.vertical movement. EZ0679 EZ0679.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0679 EZ0679.The geoid height was determined by GEOID03. EZ0679 EZ0679.The dynamic height is computed by dividing the NAVD 88 EZ0679.geopotential number by the normal gravity value computed on the EZ0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0679.degrees latitude (g = 980.6199 gals.). EZ0679 EZ0679.The modeled gravity was interpolated from observed gravity values. EZ0679 EZ0679; North East Units Scale Factor Converg. EZ0679;SPC NC - 225,935.400 634,129.901 MT 0.99991603 +0 09 23.8 EZ0679;SPC NC - 741,256.39 2,080,474.52 sFT 0.99991603 +0 09 23.8 EZ0679;UTM 17 - 3,962,637.627 705,278.179 MT 1.00011928 +1 19 43.2 EZ0679 EZ0679! - Elev Factor x Scale Factor = Combined Factor EZ0679!SPC NC - 0.99998215 x 0.99991603 = 0.99989818 EZ0679!UTM 17 - 0.99998215 x 1.00011928 = 1.00010143 EZ0679 EZ0679: Primary Azimuth Mark Grid Az EZ0679:SPC NC - BUTANE 282 35 34.2 EZ0679:UTM 17 - BUTANE 281 25 14.8 EZ0679 EZ0679|---------------------------------------------------------------------| EZ0679| PID Reference Object Distance Geod. Az | EZ0679| dddmmss.s | EZ0679| EZ0680 THOMPSON RESET 251.539 METERS 09853 | EZ0679| EZ0676 BUTANE APPROX. 1.2 KM 2824458.0 | EZ0679|---------------------------------------------------------------------| EZ0679 EZ0679 SUPERSEDED SURVEY CONTROL EZ0679 EZ0679 NAD 83(1986)- 35 47 11.04170(N) 078 43 43.17597(W) AD( ) 2 EZ0679 NAD 27 - 35 47 10.50338(N) 078 43 44.16353(W) AD( ) 2 EZ0679 NGVD 29 (??/??/92) 146.495 (m) 480.63 (f) ADJ UNCH 1 1 EZ0679 EZ0679.Superseded values are not recommended for survey control. EZ0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0679.See file dsdata.txt to determine how the superseded data were derived. EZ0679 EZ0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0527862638(NAD 83) EZ0679_MARKER: DS = TRIANGULATION STATION DISK EZ0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0679_SP_SET: CONCRETE POST EZ0679_STAMPING: THOMPSON AZ MARK 1933 EZ0679_MARK LOGO: CGS EZ0679_PROJECTION: PROJECTING 30 CENTIMETERS EZ0679_MAGNETIC: N = NO MAGNETIC MATERIAL EZ0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0679+STABILITY: SURFACE MOTION EZ0679 EZ0679 HISTORY - Date Condition Report By EZ0679 HISTORY - 1966 MONUMENTED CGS EZ0679 HISTORY - 1967 GOOD NGS EZ0679 HISTORY - 1980 GOOD NCGS EZ0679 HISTORY - 1984 GOOD NCGS EZ0679 HISTORY - 1984 GOOD NCGS EZ0679 HISTORY - 1985 GOOD USPSQD EZ0679 HISTORY - 1985 GOOD USPSQD EZ0679 HISTORY - 1988 GOOD USPSQD EZ0679 HISTORY - 1989 GOOD USPSQD EZ0679 EZ0679 STATION DESCRIPTION EZ0679 EZ0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 EZ0679'THE AZIMUTH MARK IS A STANDARD TRIANGULATION STATION DISK EZ0679'STAMPED---THOMPSON AZ MARK 1933---SET IN THE TOP OF A 12-INCH EZ0679'CONCRETE POST THAT PROJECTS 12-INCHES. IT IS ABOUT 250 FEET EAST OF EZ0679'A PRIVATE ROAD WHICH CROSSES TRACKS AND LEADS TO THE ARMCO METAL EZ0679'PRODUCTS PLANT OF RALEIGH, 115.1 FEET WEST OF THE NORTHWEST CORNER EZ0679'OF A RAILROAD SIGNAL NUMBERED 1622, 42.5 FEET NORTHEAST OF POWERLINE, EZ0679'BRACE POLE, 33.6 FEET SOUTH OF THE SOUTH RAIL OF TRACKS AND 7 FEET EZ0679'EAST OF A TELEPHONE POLE. EZ0679 EZ0679 STATION RECOVERY (1967) EZ0679 EZ0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 EZ0679'3 MI E FROM CARY. EZ0679'ABOUT 3.0 MILES EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD EZ0679'FROM THE STATION AT CARY, 0.3 MILE WEST OF MILEPOST 76, 33 1/2 EZ0679'FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 8 RAILS EAST OF A EZ0679'CROSSING OF THE RAILROAD AND A PRIVATE ROAD WHICH LEADS TO THE EZ0679'ARMCO STEEL CORPORATION RALEIGH PLANT, 117 FEET WEST OF SEABOARD EZ0679'COAST LINE RAILROAD COMPANY SEMAPHORE NUMBER 162.2, 47 FEET EZ0679'SOUTH OF THE SOUTH RAIL OF THE SEABOARD TRACK, 70 FEET NORTH EZ0679'OF THE CENTERLINE OF THE NORTH TRAFFIC LANE OF SECONDARY ROAD EZ0679'1011 WHICH IS OLD U.S. HIGHWAY 1, 7 FEET EAST OF A TELEPHONE EZ0679'POLE, 0.15 MILE WEST OF TRIANGULATION STATION THOMPSON 1918 EZ0679'1961, ABOUT 4 FEET ABOVE THE LEVEL OF THE TRACK, AND SET IN THE EZ0679'TOP OF A CONCRETE POST WHICH PROJECTS 13 INCHES. EZ0679 EZ0679 STATION RECOVERY (1980) EZ0679 EZ0679'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ0679'1.15 MILES WEST ALONG WESTERN BOULEVARD -SR 1731- FROM UNDERPASS EZ0679'OF U.S. 1 AND U.S. 64 BYPASS BRIDGE IN WEST SECTION OF RALEIGH, EZ0679'CONTINUE WEST ALONG SR 1011 - OLD U.S. 1 - FOR 0.5 MILE, ON NORTH EZ0679'SIDE OF ROAD OPPOSITE ENTRANCE TO SR 1317 AND ACROSS RAILROAD FROM EZ0679'ARMCO METAL PRODUCTS PLANT, 33.6 FEET SOUTH OF SOUTH RAIL, 42.5 EZ0679'FEET NORTHEAST OF BRACE POLE, 7.0 FEET EAST OF TELEGRAPH POLE AND EZ0679'115.1 FEET WEST OF RAILROAD SIGNAL NUMBER 1622. EZ0679'THE MARK IS 1 FT ABOVE ROAD. EZ0679 EZ0679 STATION RECOVERY (1984) EZ0679 EZ0679'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ0679'THE STATION WAS RECOVERED AT THIS DATE. EZ0679'MARK IS IN GOOD CONDITION AS DESCRIBED. EZ0679 EZ0679 STATION RECOVERY (1984) EZ0679 EZ0679'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ0679'RECOVERED IN GOOD CONDITION. EZ0679 EZ0679 STATION RECOVERY (1985) EZ0679 EZ0679'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ0679'THOMPSON AZ 1933 FOUND GOOD. EZ0679'WITNESS POST GOOD. EZ0679 EZ0679 STATION RECOVERY (1985) EZ0679 EZ0679'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) EZ0679'RECOVERED IN GOOD CONDITION. EZ0679 EZ0679 STATION RECOVERY (1988) EZ0679 EZ0679'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EZ0679'RECOVERED IN GOOD CONDITION. EZ0679 EZ0679 STATION RECOVERY (1989) EZ0679 EZ0679'RECOVERY NOTE BY US POWER SQUADRON 1989 (MSG) EZ0679'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0680 *********************************************************************** EZ0680 DESIGNATION - THOMPSON RESET EZ0680 PID - EZ0680 EZ0680 STATE/COUNTY- NC/WAKE EZ0680 USGS QUAD - RALEIGH WEST (1988) EZ0680 EZ0680 *CURRENT SURVEY CONTROL EZ0680 ___________________________________________________________________ EZ0680* NAD 83(1986)- 35 47 09.78244(N) 078 43 33.28153(W) ADJUSTED EZ0680* NAVD 88 - 144.364 (meters) 473.63 (feet) ADJUSTED EZ0680 ___________________________________________________________________ EZ0680 LAPLACE CORR- -7.13 (seconds) DEFLEC99 EZ0680 GEOID HEIGHT- -32.53 (meters) GEOID03 EZ0680 DYNAMIC HT - 144.239 (meters) 473.22 (feet) COMP EZ0680 MODELED GRAV- 979,765.8 (mgal) NAVD 88 EZ0680 EZ0680 HORZ ORDER - SECOND EZ0680 VERT ORDER - FIRST CLASS I EZ0680 EZ0680.The North Carolina HARNS have been completed but, EZ0680.due to contractual restrictions, coordinates for these stations EZ0680.will NOT be published in the near future. In the interim, the EZ0680.published coordinates in North Carolina will not be EZ0680.consistent with the Continuously Operating Reference Stations EZ0680.(CORS). The HARN coordinates for these stations are available EZ0680.upon request. Contact Gary Thompson(919-733-3836). EZ0680. EZ0680.In addition, the published North Carolina positions EZ0680.(NAD 83 (1986)) are NOT consistent with those determined in EZ0680.adjacent state readjustments. The discontinuity between stations EZ0680.located in North Carolina and those in adjacent states EZ0680.which have been adjusted to the HARN may be as much as 5 EZ0680.decimeters. This will result in a significant loss of accuracy EZ0680.over lines crossing such state borders. EZ0680 EZ0680 EZ0680.The horizontal coordinates were established by classical geodetic methods EZ0680.and adjusted by the National Geodetic Survey in July 1986. EZ0680 EZ0680.The orthometric height was determined by differential leveling EZ0680.and adjusted by the National Geodetic Survey in June 1991. EZ0680 EZ0680.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0680 EZ0680.The geoid height was determined by GEOID03. EZ0680 EZ0680.The dynamic height is computed by dividing the NAVD 88 EZ0680.geopotential number by the normal gravity value computed on the EZ0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0680.degrees latitude (g = 980.6199 gals.). EZ0680 EZ0680.The modeled gravity was interpolated from observed gravity values. EZ0680 EZ0680; North East Units Scale Factor Converg. EZ0680;SPC NC - 225,897.267 634,378.511 MT 0.99991597 +0 09 29.5 EZ0680;SPC NC - 741,131.28 2,081,290.16 sFT 0.99991597 +0 09 29.5 EZ0680;UTM 17 - 3,962,604.580 705,527.568 MT 1.00012055 +1 19 48.9 EZ0680 EZ0680! - Elev Factor x Scale Factor = Combined Factor EZ0680!SPC NC - 0.99998245 x 0.99991597 = 0.99989842 EZ0680!UTM 17 - 0.99998245 x 1.00012055 = 1.00010299 EZ0680 EZ0680: Primary Azimuth Mark Grid Az EZ0680:SPC NC - CARY RADIO WPTF TALLEST MAST 284 03 40.5 EZ0680:UTM 17 - CARY RADIO WPTF TALLEST MAST 282 53 21.1 EZ0680 EZ0680|---------------------------------------------------------------------| EZ0680| PID Reference Object Distance Geod. Az | EZ0680| dddmmss.s | EZ0680| EZ5198 METHOD F 337.173 METERS 07901 | EZ0680| EZ0682 SEYMOUR 335.982 METERS 08105 | EZ0680| EZ0681 THOMPSON RM 1 47.093 METERS 08409 | EZ0680| EZ1840 THOMPSON RM 3 16.088 METERS 17615 | EZ0680| EZ6364 THOMPSON RM 2 16.059 METERS 17619 | EZ0680| EZ0679 THOMPSON AZ MK 251.539 METERS 27853 | EZ0680| EZ5417 CARY RADIO WPTF TALLEST MAST APPROX. 3.2 KM 2841310.0 | EZ0680|---------------------------------------------------------------------| EZ0680 EZ0680 SUPERSEDED SURVEY CONTROL EZ0680 EZ0680 NAD 27 - 35 47 09.24375(N) 078 43 34.26790(W) AD( ) 2 EZ0680 NGVD 29 (07/19/86) 144.6 (m) 474. (f) VERT ANG EZ0680 EZ0680.Superseded values are not recommended for survey control. EZ0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0680.See file dsdata.txt to determine how the superseded data were derived. EZ0680 EZ0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0552862605(NAD 83) EZ0680_MARKER: DS = TRIANGULATION STATION DISK EZ0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0680_SP_SET: CONCRETE POST EZ0680_STAMPING: THOMPSON 1918 1961 EZ0680_MARK LOGO: CGS EZ0680_PROJECTION: PROJECTING 5 CENTIMETERS EZ0680_MAGNETIC: N = NO MAGNETIC MATERIAL EZ0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0680+STABILITY: SURFACE MOTION EZ0680 EZ0680 HISTORY - Date Condition Report By EZ0680 HISTORY - 1961 MONUMENTED CGS EZ0680 HISTORY - 1964 MARK NOT FOUND AMS EZ0680 HISTORY - 1967 GOOD CGS EZ0680 HISTORY - 1967 GOOD NGS EZ0680 HISTORY - 1980 GOOD NGS EZ0680 HISTORY - 1980 GOOD NCGS EZ0680 HISTORY - 1984 GOOD USPSQD EZ0680 HISTORY - 1985 GOOD USPSQD EZ0680 HISTORY - 1985 GOOD NCGS EZ0680 HISTORY - 1987 GOOD USPSQD EZ0680 HISTORY - 1988 GOOD USPSQD EZ0680 HISTORY - 1990 POOR USPSQD EZ0680 EZ0680 STATION DESCRIPTION EZ0680 EZ0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCE) EZ0680'STATION SURFACE MARK WAS FOUND DESTROYED. THE UNDERGROUND EZ0680'MARK AND REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE EZ0680'RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION. THE EZ0680'AZIMUTH MARK IS A STANDARD STATION DISK, NOT A REFERENCE EZ0680'MARK DISK AS DESCRIBED IN 1933. NO 1 WAS ADDED TO THE EZ0680'REFERENCE MARK AT THIS TIME. A COMPLETE NEW DESCRIPTION EZ0680'FOLLOWS-- EZ0680' EZ0680'STATION IS LOCATED ON THE WEST LIMITS OF RALEIGH, 1.0 MILE WEST EZ0680'OF THE MAIN BUILDING OF THE STATE FAIR AND ON THE NORTH SIDE EZ0680'OF U.S. HIGHWAY 1 AND ON THE SEABOARD AIR LINE RAILWAY EZ0680'RIGHT-OF-WAY. IT IS 81.9 FEET WEST OF A TELEPHONE POLE, 57.7 EZ0680'FEET SOUTHEAST OF ANOTHER TELEPHONE POLE, 44.7 FEET SOUTH OF THE EZ0680'SOUTH RAIL OF THE TRACKS, 15.7 FEET NORTH OF THE NORTH EDGE OF EZ0680'THE PAVEMENT AND 3.9 FEET SOUTH OF A CGS WITNESS SIGN. THE MARK EZ0680'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED THOMPSON EZ0680'1918 1961. EZ0680' EZ0680'REFERENCE MARK NO. 1 IS 73.4 FEET EAST OF A TELEPHONE POLE, EZ0680'60.3 FEET SOUTH OF MILE POST 162, 59 FEET WEST OF A TELEPHONE EZ0680'POLE AND 30 FEET SOUTH OF THE SOUTH RAIL OF THE TRACKS. THE EZ0680'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED THOMPSON EZ0680'NO 1 1933. EZ0680' EZ0680'REFERENCE MARK NO. 2 IS 78.4 FEET WEST OF POWERPOLE NO. 71, EZ0680'37.7 FEET NORTHEAST OF A 14 INCH MAPLE TREE AND 12.3 FEET SOUTH EZ0680'OF THE SOUTH EDGE OF THE PAVEMENT OF WEST BOUND TRAFFIC. THE EZ0680'MARK IS FLUSH AND THE DISK IS STAMPED THOMPSON NO 2 1918 EZ0680'1961. EZ0680' EZ0680'AZIMUTH MARK IS 0.15 MILE WEST OF THE THE STATION ON RAILWAY EZ0680'RIGHT-OF-WAY. IT IS 70 FEET NORTH OF CENTER OF U.S. HIGHWAY EZ0680'NO. 1 AND 34.5 FEET SOUTH OF THE SOUTH RAIL. THE MARK IS A EZ0680'STANDARD STATION MARK DISK IN THE TOP OF A SQUARE CONCRETE EZ0680'POST STAMPED THOMPSON 1933. THE MARK PROJECTS EZ0680'ABOUT 10 INCHES ABOVE THE GROUND. EZ0680 EZ0680 STATION RECOVERY (1964) EZ0680 EZ0680'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1964 EZ0680'RM 1 AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ0680 EZ0680 STATION RECOVERY (1967) EZ0680 EZ0680'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (GRS) EZ0680'THE STATION MARK, STAMPED THOMPSON 1918 1961, IS ABOUT 3.15 EZ0680'MILES EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD FROM EZ0680'THE STATION AT CARY, 0.25 MILE SOUTH OF TWO MICROWAVE TOWERS, EZ0680'10 RAILS WEST OF MILEPOST 76, 44 FEET SOUTH OF THE SOUTH RAIL EZ0680'OF THE TRACK, 61 YARDS SOUTHWEST AND ACROSS THE TRACKS FROM EZ0680'SEABOARD COAST LINE RAILROAD COMPANY MILEPOST 162, 57-1/2 FEET EZ0680'SOUTH OF THE SOUTH RAIL OF THE SEABOARD TRACK, 29 FEET NORTH OF EZ0680'THE CENTERLINE OF THE NORTH TRAFFIC LANE OF SECONDARY ROAD 1011 EZ0680'WHICH IS OLD U.S. HIGHWAY 1, 57 FEET SOUTHEAST OF A TELEPHONE EZ0680'POLE, 4.0 FEET SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET BELOW EZ0680'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST EZ0680'WHICH PROJECTS 2 INCHES. EZ0680' EZ0680'R.M. 1, STAMPED THOMPSON NO 1 1918, IS 154.60 FEET EAST OF THE EZ0680'STATION MARK, 80 YARDS WEST OF MILEPOST 76, 29-1/2 FEET SOUTH EZ0680'OF THE SOUTH RAIL OF THE TRACK, 60-1/2 FEET SOUTH AND ACROSS EZ0680'THE TRACKS FROM SEABOARD COAST LINE RAILROAD COMPANY MILEPOST EZ0680'162, 43 FEET SOUTH OF THE SOUTH RAIL OF THE SEABOARD TRACK, 25 EZ0680'FEET NORTH OF THE CENTERLINE OF THE NORTH TRAFFIC LANE OF EZ0680'SECONDARY ROAD 1011 WHICH IS OLD U.S. HIGHWAY 1, 72-1/2 FEET EZ0680'EAST OF A TELEPHONE POLE WHICH IS BRACED BY A GUY WIRE, 58 FEET EZ0680'WEST OF A TELEPHONE POLE, ABOUT 1 FOOT ABOVE THE LEVEL OF EZ0680'THE ROAD, ABOUT 3-1/2 FEET BELOW THE LEVEL OF THE TRACK, AND EZ0680'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES. EZ0680' EZ0680'THE AZIMUTH MARK, STAMPED THOMPSON AZ. MARK 1933, IS 0.15 MILE EZ0680'WEST OF THE STATION MARK, 0.3 MILE WEST OF MILEPOST 76, EZ0680'33-1/2 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 8 RAILS EAST EZ0680'OF A CROSSING OF THE RAILROAD AND A PRIVATE ROAD WHICH LEADS TO EZ0680'THE ARMCO STEEL CORPORATION RALEIGH PLANT, 117 FEET WEST OF EZ0680'SEABOARD COAST LINE RAILROAD COMPANY SEMAPHORE NUMBER 162.2, EZ0680'47 FEET SOUTH OF THE SOUTH RAIL OF THE SEABOARD TRACK, 70 FEET EZ0680'NORTH OF THE CENTERLINE OF THE NORTH TRAFFIC LANE OF SECONDARY EZ0680'ROAD 1011 WHICH IS OLD U.S. HIGHWAY 1, 7 FEET EAST OF A EZ0680'TELEPHONE POLE, ABOUT 4 FEET ABOVE THE LEVEL OF THE TRACK, AND EZ0680'SET IN THE TOP OF A CONCRETE WHICH PROJECTS 13 INCHES. EZ0680' EZ0680'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EZ0680'3.15 MILES EAST. EZ0680 EZ0680 STATION RECOVERY (1967) EZ0680 EZ0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 EZ0680'3.2 MI E FROM CARY. EZ0680'ABOUT 3.15 MILES EAST ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD EZ0680'FROM THE STATION AT CARY, 0.25 MILE SOUTH OF TWO MICROWAVE EZ0680'TOWERS, 10 RAILS WEST OF MILEPOST 76, 44 FEET SOUTH OF THE SOUTH EZ0680'RAIL OF THE TRACK, 61 YARDS SOUTHWEST AND ACROSS THE TRACKS EZ0680'FROM SEABOARD COAST LINE RAILROAD COMPANY MILEPOST 162, 57 1/2 EZ0680'FEET SOUTH OF THE SOUTH RAIL OF THE SEABOARD TRACK, 29 FEET NORTH EZ0680'OF THE CENTERLINE OF THE NORTH TRAFFIC LANE OF SECONDARY ROAD 1011 EZ0680'WHICH IS OLD U.S. HIGHWAY 1, 57 FEET SOUTHEAST OF A TELEPHONE POLE, EZ0680'0.15 MILE EAST OF THOMPSON 1933 AZIMUTH, 154.60 FEET WEST OF THOMPSON EZ0680'R.M. 1, 4.0 FEET SOUTH OF A METAL WITNESS POST, 4 FEET BELOW THE EZ0680'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH EZ0680'PROJECTS 2 INCHES. EZ0680 EZ0680 STATION RECOVERY (1980) EZ0680 EZ0680'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN) EZ0680'THE STATION MARK, AZIMUTH MARK AND REFERENCE MARK 1 WERE EZ0680'RECOVERED. REFERENCE MARK 2 WAS FOUND DESTROYED AND REFERENCE EZ0680'MARK 3 WAS ESTABLISHED. THE DISTANCE TO REFERENCE MARK 1 WAS NOTED EZ0680'TO BE 0.022 METER LONGER THAN THE 1961 DISTANCE AND 0.018 METER EZ0680'SHORTER THAN THE 1933 DISTANCE. THE DIRECTION WAS NOTED TO BE 2 EZ0680'MINUTES AND 4 SECONDS GREATER THAN THE 1961 DIRECTION. EZ0680' EZ0680'A NEW DESCRIPTION FOLLOWS-- EZ0680' EZ0680'THE STATION IS ABOUT 4-1/2 MILES AIRLINE NORTHWEST OF THE CENTER OF EZ0680'RALEIGH, 3 MILES EAST OF CARY, 1 MILE WEST OF THE FAIR GROUNDS, EZ0680'BETWEEN THE RAILROAD TRACKS AND SECONDARY ROUTE 1011, OLD EZ0680'U.S. HIGHWAY 1, ON THE HIGHWAY RIGHT-OF-WAY, AND IN THE NORTHWEST EDGE EZ0680'OF THE RALEIGH CITY LIMITS. EZ0680' EZ0680'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 64 BELTWAY, EZ0680'U.S. HIGHWAY 1 AND STATE HIGHWAY 54 IN THE NORTHWEST PART OF RALEIGH, EZ0680'GO NORTHWEST ON STATE HIGHWAY, 54, HILLSBOROUGH ST, FOR 1.3 MILES TO EZ0680'A FORK. TAKE THE LEFT FORK, SR 1011 AND GO WESTERLY FOR 0.75 MILE EZ0680'TO THE STATION ON THE RIGHT, CONTINUE WEST FOR 0.15 MILE TO THE EZ0680'AZIMUTH MARK ON THE RIGHT IN THE NORTHWEST CORNER OF A DIRT EZ0680'PARKING LOT. EZ0680' EZ0680'THE STATION MARK IS A STANDARD DISK STAMPED---THOMPSON 1918 1961--- EZ0680'SET IN THE TOP OF A CYLINDRICAL CONCRETE POST, 12-INCHES IN DIAMETER EZ0680'THAT PROJECTS 2 INCHES. IT IS 81.9 FEET WEST OF A TELEPHONE POLE, EZ0680'55.5 FEET SOUTHEAST OF A TELEPHONE POLE, 44.7 FEET SOUTH OF THE EZ0680'SOUTH RAIL OF TRACKS, 25.8 FEET NORTHEAST OF THE CENTERLINE OF SR EZ0680'1011 AND 1.4 FEET WEST OF A METAL WITNESS POST. EZ0680' EZ0680'REFERENCE MARK 1 IS A STANDARD DISK STAMPED---THOMPSON NO 1---SET EZ0680'IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 1-INCH EZ0680'ABOVE THE SURFACE. IT IS 73 FEET EAST OF A TELEPHONE POLE, 58.8 EZ0680'FEET WEST OF A TELEPHONE POLE, 30.8 FEET SOUTH OF THE SOUTH RAIL OF EZ0680'TRACKS 60.5 FEET SOUTH OF MILE POST NUMBERED 162 AND 14.8 FEET NORTH EZ0680'OF THE NORTH EDGE OF SR 1011. EZ0680' EZ0680'REFERENCE MARK 3 IS A STANDARD DISK STAMPED---THOMPSON 1918 NO 3 EZ0680'1980---SET IN THE TOP OF A CYLINDRICAL CONCRETE POST, 10-INCHES IN EZ0680'DIAMETER THAT IS FLUSH WITH THE GROUND. IT IS IN THE GRASSY MEDIAN EZ0680'WHICH SEPERATES SR 1011 EAST AND WEST BOUND, 100 FEET WEST OF A EZ0680'PAVED ROAD WHICH CROSSES MEDIAN, 78.4 FEET WEST OF A POWERLINE POLE, EZ0680'47.5 FEET NORTH OF THE CENTERLINE OF SR 1011 EAST-BOUND AND 26.5 FEET EZ0680'SOUTH OF THE CENTERLINE OF SR 1011 WEST-BOUND. EZ0680' EZ0680'THE AZIMUTH MARK IS A STANDARD TRIANGULATION STATION DISK EZ0680'STAMPED---THOMPSON AZ MARK 1933---SET IN THE TOP OF A 12-INCH EZ0680'CONCRETE POST THAT PROJECTS 12-INCHES. IT IS ABOUT 250 FEET EAST OF EZ0680'A PRIVATE ROAD WHICH CROSSES TRACKS AND LEADS TO THE ARMCO METAL EZ0680'PRODUCTS PLANT OF RALEIGH, 115.1 FEET WEST OF THE NORTHWEST CORNER EZ0680'OF A RAILROAD SIGNAL NUMBERED 1622, 42.5 FEET NORTHEAST OF POWERLINE, EZ0680'BRACE POLE, 33.6 FEET SOUTH OF THE SOUTH RAIL OF TRACKS AND 7 FEET EZ0680'EAST OF A TELEPHONE POLE. EZ0680 EZ0680 STATION RECOVERY (1980) EZ0680 EZ0680'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ0680'1.15 MILES WEST ALONG WESTERN BOULEVARD FROM U.S. 1 AND U.S. 64 EZ0680'BYPASS BRIDGE IN WEST RALEIGH, CONTINUE WEST ALONG SR 1011 EZ0680'-OLD U.S. 1-FOR 0.35 MILE TO EAST-WEST TRAFFIC MERGER. MARK IS ON EZ0680'NORTH SIDE OF ROAD AT RALEIGH CITY LIMITS SIGN, 81.9 FEET WEST EZ0680'OF TELEPHONE POLE, 55.5 FEET SOUTHEAST OF TELEPHONE POLE, 44.7 EZ0680'FEET SOUTH OF SOUTH RAIL OF RAILROAD AND 25.8 FEET NORTH OF EZ0680'CENTERLINE OF ROAD. EZ0680'THE MARK IS 1.4 FT W FROM A WITNESS POST. EZ0680'THE MARK IS ABOVE LEVEL WITH ROAD. EZ0680 EZ0680 STATION RECOVERY (1984) EZ0680 EZ0680'RECOVERY NOTE BY US POWER SQUADRON 1984 (WKB) EZ0680'THOMPSON 1918 1961 FOUND EXCELLENT. EZ0680 EZ0680 STATION RECOVERY (1985) EZ0680 EZ0680'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) EZ0680'RECOVERED IN GOOD CONDITION. EZ0680 EZ0680 STATION RECOVERY (1985) EZ0680 EZ0680'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 EZ0680'RECOVERED IN GOOD CONDITION. EZ0680 EZ0680 STATION RECOVERY (1987) EZ0680 EZ0680'RECOVERY NOTE BY US POWER SQUADRON 1987 (FBB) EZ0680'RECOVERED IN GOOD CONDITION. EZ0680 EZ0680 STATION RECOVERY (1988) EZ0680 EZ0680'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EZ0680'RECOVERED IN GOOD CONDITION. EZ0680 EZ0680 STATION RECOVERY (1990) EZ0680 EZ0680'RECOVERY NOTE BY US POWER SQUADRON 1990 (FBB) EZ0680'MARK RECOVERED IN POOR CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5214 *********************************************************************** EZ5214 DESIGNATION - THUNDER EZ5214 PID - EZ5214 EZ5214 STATE/COUNTY- NC/WAKE EZ5214 USGS QUAD - BAYLEAF (1987) EZ5214 EZ5214 *CURRENT SURVEY CONTROL EZ5214 ___________________________________________________________________ EZ5214* NAD 83(1986)- 35 55 57.24536(N) 078 38 48.32899(W) ADJUSTED EZ5214* NAVD 88 - 139.6 (meters) 458. (feet) VERTCON EZ5214 ___________________________________________________________________ EZ5214 LAPLACE CORR- -6.91 (seconds) DEFLEC99 EZ5214 GEOID HEIGHT- -32.48 (meters) GEOID03 EZ5214 EZ5214 HORZ ORDER - SECOND EZ5214 EZ5214.The North Carolina HARNS have been completed but, EZ5214.due to contractual restrictions, coordinates for these stations EZ5214.will NOT be published in the near future. In the interim, the EZ5214.published coordinates in North Carolina will not be EZ5214.consistent with the Continuously Operating Reference Stations EZ5214.(CORS). The HARN coordinates for these stations are available EZ5214.upon request. Contact Gary Thompson(919-733-3836). EZ5214. EZ5214.In addition, the published North Carolina positions EZ5214.(NAD 83 (1986)) are NOT consistent with those determined in EZ5214.adjacent state readjustments. The discontinuity between stations EZ5214.located in North Carolina and those in adjacent states EZ5214.which have been adjusted to the HARN may be as much as 5 EZ5214.decimeters. This will result in a significant loss of accuracy EZ5214.over lines crossing such state borders. EZ5214 EZ5214 EZ5214.The horizontal coordinates were established by classical geodetic methods EZ5214.and adjusted by the National Geodetic Survey in July 1986. EZ5214 EZ5214.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5214 EZ5214.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5214 EZ5214.The geoid height was determined by GEOID03. EZ5214 EZ5214; North East Units Scale Factor Converg. EZ5214;SPC NC - 242,175.669 641,476.027 MT 0.99994307 +0 12 14.0 EZ5214;SPC NC - 794,538.01 2,104,575.93 sFT 0.99994307 +0 12 14.0 EZ5214;UTM 17 - 3,979,028.509 712,291.252 MT 1.00015536 +1 22 53.3 EZ5214 EZ5214! - Elev Factor x Scale Factor = Combined Factor EZ5214!SPC NC - 0.99998318 x 0.99994307 = 0.99992625 EZ5214!UTM 17 - 0.99998318 x 1.00015536 = 1.00013854 EZ5214 EZ5214: Primary Azimuth Mark Grid Az EZ5214:SPC NC - BRAGLIN 200 48 23.9 EZ5214:UTM 17 - BRAGLIN 199 37 44.6 EZ5214 EZ5214|---------------------------------------------------------------------| EZ5214| PID Reference Object Distance Geod. Az | EZ5214| dddmmss.s | EZ5214| EZ5216 FULCHER 375.195 METERS 01757 | EZ5214| EZ5212 BRAGLIN APPROX. 0.6 KM 2010037.9 | EZ5214|---------------------------------------------------------------------| EZ5214 EZ5214 SUPERSEDED SURVEY CONTROL EZ5214 EZ5214 NAD 27 - 35 55 56.71812(N) 078 38 49.32332(W) AD( ) 2 EZ5214 NGVD 29 (07/19/86) 139.9 (m) 459. (f) VERT ANG EZ5214 EZ5214.Superseded values are not recommended for survey control. EZ5214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5214.See file dsdata.txt to determine how the superseded data were derived. EZ5214 EZ5214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1229179029(NAD 83) EZ5214_MARKER: DE = TRAVERSE STATION DISK EZ5214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5214_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5214+STABILITY: SURFACE MOTION EZ5214 EZ5214 HISTORY - Date Condition Report By EZ5214 HISTORY - 1970 MONUMENTED NCGS EZ5214 HISTORY - 19870501 MARK NOT FOUND NCGS EZ5214 EZ5214 STATION DESCRIPTION EZ5214 EZ5214'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ5214'THUNDER IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ5214'VICINITY OF NORTHWEST WAKE COUNTY. EZ5214' EZ5214'THUNDER IS LOCATED APPROXIMATELY 1.0 MILE SOUTH OF BAYLEAF AND 2.4 EZ5214'MILES NORTH OF SIX FORKS. TO REACH STATION PROCEED FROM EZ5214'INTERSECTION OF SR 2002 AND SR 1005 IN THE COMMUNITY OF BAYLEAF, GO EZ5214'SOUTH ON SR 1005 FOR 0.2 MILE TO INTERSECTION OF SR 1005 AND SR EZ5214'1834, CONTINUE SOUTH ON SR 1005 FOR 0.8 MILE TO STATION ON RIGHT EZ5214'NEAR WHITE WOODEN FENCE, APPROXIMATELY 130 FEET NORTH OF LANE EZ5214'LEADING TO SMALL GREEN HOUSE MADE OF CONCRETE BLOCKS, AND 0.6 MILE EZ5214'NORTH OF INTERSECTION OF SR 1005 AND SR 2006. EZ5214' EZ5214'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ5214'THUNDER 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5214'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ5214' EZ5214'MARK IS-- EZ5214'24.6 FEET ENE OF C/L OF SR 1005. EZ5214'9.8 FEET NE OF ALUMINUM REF. TAG ON FENCE POST. EZ5214'17.5 FEET S OF ALUMINUM REF. TAG ON FENCE POST. EZ5214'183.7 FEET N OF CENTER OF LANE TO HOUSE. EZ5214'172.5 FEET N OF TOP OF N END OF 18 INCH CONCRETE CULVERT UNDER EZ5214'LANE. 193.0 FEET N OF TOP OF S END OF 18 INCH CONCRETE CULVERT EZ5214'UNDER LANE. EZ5214 EZ5214 STATION RECOVERY (1987) EZ5214 EZ5214'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ5214'EDM SEARCH FAILED TO PRODUCE THE STATION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1041 *********************************************************************** EZ1041 DESIGNATION - TILLEY EZ1041 PID - EZ1041 EZ1041 STATE/COUNTY- NC/WAKE EZ1041 USGS QUAD - FUQUAY-VARINA (1993) EZ1041 EZ1041 *CURRENT SURVEY CONTROL EZ1041 ___________________________________________________________________ EZ1041* NAD 83(1986)- 35 35 59.53953(N) 078 48 06.35821(W) ADJUSTED EZ1041* NAVD 88 - 134.347 (meters) 440.77 (feet) ADJUSTED EZ1041 ___________________________________________________________________ EZ1041 LAPLACE CORR- -4.76 (seconds) DEFLEC99 EZ1041 GEOID HEIGHT- -32.66 (meters) GEOID03 EZ1041 DYNAMIC HT - 134.228 (meters) 440.38 (feet) COMP EZ1041 MODELED GRAV- 979,748.1 (mgal) NAVD 88 EZ1041 EZ1041 HORZ ORDER - SECOND EZ1041 VERT ORDER - SECOND CLASS 0 EZ1041 EZ1041.The North Carolina HARNS have been completed but, EZ1041.due to contractual restrictions, coordinates for these stations EZ1041.will NOT be published in the near future. In the interim, the EZ1041.published coordinates in North Carolina will not be EZ1041.consistent with the Continuously Operating Reference Stations EZ1041.(CORS). The HARN coordinates for these stations are available EZ1041.upon request. Contact Gary Thompson(919-733-3836). EZ1041. EZ1041.In addition, the published North Carolina positions EZ1041.(NAD 83 (1986)) are NOT consistent with those determined in EZ1041.adjacent state readjustments. The discontinuity between stations EZ1041.located in North Carolina and those in adjacent states EZ1041.which have been adjusted to the HARN may be as much as 5 EZ1041.decimeters. This will result in a significant loss of accuracy EZ1041.over lines crossing such state borders. EZ1041 EZ1041 EZ1041.The horizontal coordinates were established by classical geodetic methods EZ1041.and adjusted by the National Geodetic Survey in July 1986. EZ1041 EZ1041.The orthometric height was determined by differential leveling EZ1041.and adjusted by the National Geodetic Survey in June 1991. EZ1041 EZ1041.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1041 EZ1041.The geoid height was determined by GEOID03. EZ1041 EZ1041.The dynamic height is computed by dividing the NAVD 88 EZ1041.geopotential number by the normal gravity value computed on the EZ1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1041.degrees latitude (g = 980.6199 gals.). EZ1041 EZ1041.The modeled gravity was interpolated from observed gravity values. EZ1041 EZ1041; North East Units Scale Factor Converg. EZ1041;SPC NC - 205,225.875 627,562.595 MT 0.99989099 +0 06 51.9 EZ1041;SPC NC - 673,311.89 2,058,928.28 sFT 0.99989099 +0 06 51.9 EZ1041;UTM 17 - 3,941,794.253 699,133.441 MT 1.00008868 +1 16 48.2 EZ1041 EZ1041! - Elev Factor x Scale Factor = Combined Factor EZ1041!SPC NC - 0.99998404 x 0.99989099 = 0.99987503 EZ1041!UTM 17 - 0.99998404 x 1.00008868 = 1.00007272 EZ1041 EZ1041: Primary Azimuth Mark Grid Az EZ1041:SPC NC - VARINA 139 34 51.0 EZ1041:UTM 17 - VARINA 138 24 54.7 EZ1041 EZ1041|---------------------------------------------------------------------| EZ1041| PID Reference Object Distance Geod. Az | EZ1041| dddmmss.s | EZ1041| EZ1040 VARINA APPROX. 1.1 KM 1394142.9 | EZ1041| EZ1042 SIPPIHAW 287.969 METERS 33550 | EZ1041|---------------------------------------------------------------------| EZ1041 EZ1041 SUPERSEDED SURVEY CONTROL EZ1041 EZ1041 NAD 27 - 35 35 58.98594(N) 078 48 07.31963(W) AD( ) 2 EZ1041 NGVD 29 (??/??/92) 134.611 (m) 441.64 (f) ADJ UNCH 2 0 EZ1041 EZ1041.Superseded values are not recommended for survey control. EZ1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1041.See file dsdata.txt to determine how the superseded data were derived. EZ1041 EZ1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9913341794(NAD 83) EZ1041_MARKER: DE = TRAVERSE STATION DISK EZ1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1041_SP_SET: CONCRETE POST EZ1041_STAMPING: TILLEY 1967 EZ1041_MARK LOGO: NCGS EZ1041_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1041+STABILITY: SURFACE MOTION EZ1041 EZ1041 HISTORY - Date Condition Report By EZ1041 HISTORY - 1967 MONUMENTED NCGS EZ1041 HISTORY - 1973 GOOD NCGS EZ1041 HISTORY - 1979 MARK NOT FOUND LOCSUR EZ1041 HISTORY - 19830101 MARK NOT FOUND NCGS EZ1041 EZ1041 STATION DESCRIPTION EZ1041 EZ1041'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1041'TILLEY IS N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ1041'THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ1041' EZ1041'TILLEY IS LOCATED APPROXIMATELY 1.4 MILES NNW OF FUQUAY EZ1041'SPRINGS. TO REACH STATION PROCEED FROM THE INTERSECTION OF NC EZ1041'55 NORTH WITH U.S. 401 IN FUQUAY-VARINA, GO NORTHWEST ON NC 55 EZ1041'FOR 0.7 MILE TO INTERSECTION OF CHAPEL HILL RD. WITH NC 55, AND EZ1041'STATION. WHICH IS ON THE NORTHWEST BANK OF NC 55, IN A POINTED EZ1041'GRASSY AREA BETWEEN DURHAM-SOUTHERN RR AND NC 55, ACROSS EZ1041'HIGHWAY FROM GENTRYS GROCERY. EZ1041' EZ1041'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1041'TILLEY 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1041'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ1041' EZ1041'MARK IS EZ1041' EZ1041'42.6 FT WSW OF C/L OF NC 55 EZ1041' EZ1041'71.6 FT SW OF PP 1 WITH ALUMINUM REF. TAG, ON NE SIDE OF NC 55 EZ1041'AT NW CORNER OF GENTRYS GROCERY EZ1041' EZ1041'57.8 FT NW OF PP WITH ALUMINUM REF. TAG AT S END OF POINTED EZ1041'GRASSY AREA NEXT TO RR CONTROL BOX EZ1041' EZ1041'90.6 FT NW OF METAL POST FOR RR CROSS ARM SIGNAL ON NE SIDE OF RR EZ1041' EZ1041'119.0 FT SE OF SECOND POST FROM SE FOR BANK OF FUQUAY SIGN WITH EZ1041'ALUMINUM REF. TAG EZ1041' EZ1041'35.5 FT NE OF NE RAIL OF DURHAM-SOUTHERN RR EZ1041 EZ1041 STATION RECOVERY (1973) EZ1041 EZ1041'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1041'IN FUQUAY VARINA. EZ1041'TO REACH STATION FROM INTERSECTION OF U.S. 401 AND NC 55 IN EZ1041'FUQUAY-VARINA, PROCEED NW ALONG NC 55 FOR 0.75 MILES TO EZ1041'INTERSECTION WITH CHAPEL HILL ROAD AND STATION ON LEFT ON BANK EZ1041'IN A POINTED GRASSY AREA BETWEEN NC 55 AND DURHAM-SOUTHERN R/R, EZ1041'42.6 FT WSW OF C/L OF NC 55, 35.5 FT NE OF NE RAIL OF DURHAM-SOUTHERN EZ1041'R/R, 90.6 FT NNW OF R/R CROSSING SIGNAL POST ON NE SIDE OF R/R, EZ1041'57.8 FT NNW OF PP NEAR R/R CONTROL BOX AND W/ALUMINUM REF. TAG. EZ1041'DISK IS SET IN CONCRETE CYLINDER FLUSH WITH THE SURFACE OF EZ1041'THE GROUND. EZ1041 EZ1041 STATION RECOVERY (1979) EZ1041 EZ1041'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (ARB) EZ1041'THE STATION WAS REPORTED NOT FOUND. EZ1041 EZ1041 STATION RECOVERY (1983) EZ1041 EZ1041'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 EZ1041'STATION NOT RECOVERED--SEARCHED FOR BUT NOT FOUND, PROBABLY DESTROYED EZ1041'BY GRADING. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7282 *********************************************************************** AE7282 DESIGNATION - TILLEYS AE7282 PID - AE7282 AE7282 STATE/COUNTY- NC/WAKE AE7282 USGS QUAD - BAYLEAF (1987) AE7282 AE7282 *CURRENT SURVEY CONTROL AE7282 ___________________________________________________________________ AE7282* NAD 83(1986)- 35 59 16.50159(N) 078 40 25.95582(W) ADJUSTED AE7282* NAVD 88 - 120.8 (meters) 396. (feet) VERTCON AE7282 ___________________________________________________________________ AE7282 LAPLACE CORR- -7.18 (seconds) DEFLEC99 AE7282 GEOID HEIGHT- -32.23 (meters) GEOID03 AE7282 AE7282 HORZ ORDER - SECOND AE7282 AE7282.The North Carolina HARNS have been completed but, AE7282.due to contractual restrictions, coordinates for these stations AE7282.will NOT be published in the near future. In the interim, the AE7282.published coordinates in North Carolina will not be AE7282.consistent with the Continuously Operating Reference Stations AE7282.(CORS). The HARN coordinates for these stations are available AE7282.upon request. Contact Gary Thompson(919-733-3836). AE7282. AE7282.In addition, the published North Carolina positions AE7282.(NAD 83 (1986)) are NOT consistent with those determined in AE7282.adjacent state readjustments. The discontinuity between stations AE7282.located in North Carolina and those in adjacent states AE7282.which have been adjusted to the HARN may be as much as 5 AE7282.decimeters. This will result in a significant loss of accuracy AE7282.over lines crossing such state borders. AE7282 AE7282 AE7282.The horizontal coordinates were established by classical geodetic methods AE7282.and adjusted by the National Geodetic Survey in March 1998. AE7282 AE7282.The NAVD 88 height was computed by applying the VERTCON shift value to AE7282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7282 AE7282.The Laplace correction was computed from DEFLEC99 derived deflections. AE7282 AE7282.The geoid height was determined by GEOID03. AE7282 AE7282; North East Units Scale Factor Converg. AE7282;SPC NC - 248,308.373 639,008.816 MT 0.99995501 +0 11 17.6 AE7282;SPC NC - 814,658.39 2,096,481.42 sFT 0.99995501 +0 11 17.6 AE7282;UTM 17 - 3,985,110.392 709,697.926 MT 1.00014186 +1 22 02.5 AE7282 AE7282! - Elev Factor x Scale Factor = Combined Factor AE7282!SPC NC - 0.99998610 x 0.99995501 = 0.99994111 AE7282!UTM 17 - 0.99998610 x 1.00014186 = 1.00012796 AE7282 AE7282 SUPERSEDED SURVEY CONTROL AE7282 AE7282 NGVD 29 (03/10/98) 121.0 (m) 397. (f) VERT ANG AE7282 AE7282.Superseded values are not recommended for survey control. AE7282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7282.See file dsdata.txt to determine how the superseded data were derived. AE7282 AE7282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0969885110(NAD 83) AE7282_MARKER: DE = TRAVERSE STATION DISK AE7282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7282_STAMPING: TILLEYS 1985 AE7282_MARK LOGO: NCGS AE7282_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7282+STABILITY: SURFACE MOTION AE7282 AE7282 HISTORY - Date Condition Report By AE7282 HISTORY - 1985 MONUMENTED NCGS AE7282 AE7282 STATION DESCRIPTION AE7282 AE7282'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) AE7282'STATION IS LOCATED ABOUT 14.8 KM (9.20 MI) 9.2 MI) WEST OF WAKE AE7282'FOREST. ALONG NC 98 FOR 1.0 KM (0.60 MI) EAST FROM THE NC 50 OVERPASS, AE7282'AT SR 1908 (GHOSTON RD), ABOUT 200 FEET (61.0 M) EAST OF THE AE7282'T-INTERSECTION, ON PROLONGATION OF THE WEST WALL OF TILLEYS GARAGE. AE7282'MARK IS RECESSED 1 INCH BELOW GROUND AND LEVEL WITH HIGHWAY. LOCATED AE7282'17.1 M (56.1 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 1.0 M (3.3 AE7282'FT) SOUTHWEST OF A CURB, 45.6 M (149.6 FT) WEST-NORTHWEST OF THE WEST AE7282'END OF A DRIVEWAY CULVERT, 8.3 M (27.2 FT) SOUTH OF THE SOUTHWEST AE7282'CORNER OF THE GARAGE, AND 20.0 M (65.6 FT) WEST OF THE SOUTHEAST AE7282'CORNER OF THE GARAGE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5351 *********************************************************************** EZ5351 DESIGNATION - TIMBER EZ5351 PID - EZ5351 EZ5351 STATE/COUNTY- NC/WAKE EZ5351 USGS QUAD - NEW HILL (1983) EZ5351 EZ5351 *CURRENT SURVEY CONTROL EZ5351 ___________________________________________________________________ EZ5351* NAD 83(1986)- 35 44 46.08761(N) 078 54 00.53794(W) ADJUSTED EZ5351* NAVD 88 - 103.3 (meters) 339. (feet) VERTCON EZ5351 ___________________________________________________________________ EZ5351 LAPLACE CORR- -5.84 (seconds) DEFLEC99 EZ5351 GEOID HEIGHT- -32.00 (meters) GEOID03 EZ5351 EZ5351 HORZ ORDER - SECOND EZ5351 EZ5351.The North Carolina HARNS have been completed but, EZ5351.due to contractual restrictions, coordinates for these stations EZ5351.will NOT be published in the near future. In the interim, the EZ5351.published coordinates in North Carolina will not be EZ5351.consistent with the Continuously Operating Reference Stations EZ5351.(CORS). The HARN coordinates for these stations are available EZ5351.upon request. Contact Gary Thompson(919-733-3836). EZ5351. EZ5351.In addition, the published North Carolina positions EZ5351.(NAD 83 (1986)) are NOT consistent with those determined in EZ5351.adjacent state readjustments. The discontinuity between stations EZ5351.located in North Carolina and those in adjacent states EZ5351.which have been adjusted to the HARN may be as much as 5 EZ5351.decimeters. This will result in a significant loss of accuracy EZ5351.over lines crossing such state borders. EZ5351 EZ5351 EZ5351.The horizontal coordinates were established by classical geodetic methods EZ5351.and adjusted by the National Geodetic Survey in July 1986. EZ5351 EZ5351.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5351 EZ5351.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5351 EZ5351.The geoid height was determined by GEOID03. EZ5351 EZ5351; North East Units Scale Factor Converg. EZ5351;SPC NC - 221,439.208 618,632.065 MT 0.99990972 +0 03 27.5 EZ5351;SPC NC - 726,505.13 2,029,628.70 sFT 0.99990972 +0 03 27.5 EZ5351;UTM 17 - 3,957,824.913 689,872.848 MT 1.00004427 +1 13 37.5 EZ5351 EZ5351! - Elev Factor x Scale Factor = Combined Factor EZ5351!SPC NC - 0.99998880 x 0.99990972 = 0.99989852 EZ5351!UTM 17 - 0.99998880 x 1.00004427 = 1.00003307 EZ5351 EZ5351: Primary Azimuth Mark Grid Az EZ5351:SPC NC - KELLY 084 27 43.6 EZ5351:UTM 17 - KELLY 083 17 33.6 EZ5351 EZ5351|---------------------------------------------------------------------| EZ5351| PID Reference Object Distance Geod. Az | EZ5351| dddmmss.s | EZ5351| EZ1132 KELLY APPROX. 0.7 KM 0843111.1 | EZ5351|---------------------------------------------------------------------| EZ5351 EZ5351 SUPERSEDED SURVEY CONTROL EZ5351 EZ5351 NAD 27 - 35 44 45.54468(N) 078 54 01.50902(W) AD( ) 2 EZ5351 NGVD 29 (07/19/86) 103.6 (m) 340. (f) VERT ANG EZ5351 EZ5351.Superseded values are not recommended for survey control. EZ5351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5351.See file dsdata.txt to determine how the superseded data were derived. EZ5351 EZ5351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8987357825(NAD 83) EZ5351_MARKER: DE = TRAVERSE STATION DISK EZ5351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5351_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5351_STAMPING: TIMBER 1961 EZ5351_MARK LOGO: NCGS EZ5351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5351+STABILITY: SURFACE MOTION EZ5351 EZ5351 HISTORY - Date Condition Report By EZ5351 HISTORY - 1961 MONUMENTED NCGS EZ5351 EZ5351 STATION DESCRIPTION EZ5351 EZ5351'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ5351'TIMBER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5351'IN THE VICINITY OF DURHAM, NORTH CAROLINA. EZ5351' EZ5351'TIMBER IS LOCATED APPROXIMATELY 4.7 MILES NORTH OF NEW HILL, EZ5351'N. C. AND 3.3 MILES NORTHWEST OF APEX, N. C. TO REACH STATION EZ5351'PROCEED FROM THE INTERSECTION OF U.S. 64 AND NC 55 WEST ON EZ5351'U.S. 64 FOR 1.3 MILES TO STATION. THE STATION IS LOCATED ON EZ5351'NORTH SHOULDER OF U.S. 64 AT SOUTH EDGE OF WOODS LINE. NOTE--THE EZ5351'TOP OF STATION HAS BEEN KNOCKED OFF, BUT THE PIN OF THE DISK WAS EZ5351'STILL INTACT. EZ5351' EZ5351'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5351'TIMBER 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5351'WHICH IS 5 INCHES BELOW THE SURFACE OF THE GROUND. EZ5351' EZ5351'MARK IS EZ5351' EZ5351'15.45 FT N OF C/L OF U.S. 64 EZ5351' EZ5351'140.40 FT NW OF PP 77 WITH ALUMINUM REF. TAG ON S SIDE OF U.S. 64 EZ5351' EZ5351'18.85 FT SW OF 12 INCH PINE WITH ALUMINUM REF. TAG EZ5351' EZ5351'14.35 FT S OF 16 INCH PINE TREE WITH ALUMINUM REF. TAG 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0652 *********************************************************************** EZ0652 DESIGNATION - TIMES EZ0652 PID - EZ0652 EZ0652 STATE/COUNTY- NC/WAKE EZ0652 USGS QUAD - CARY (1993) EZ0652 EZ0652 *CURRENT SURVEY CONTROL EZ0652 ___________________________________________________________________ EZ0652* NAD 83(1986)- 35 49 49.75816(N) 078 49 45.36521(W) ADJUSTED EZ0652* NAVD 88 - 97.098 (meters) 318.56 (feet) ADJUSTED EZ0652 ___________________________________________________________________ EZ0652 LAPLACE CORR- -5.96 (seconds) DEFLEC99 EZ0652 GEOID HEIGHT- -32.01 (meters) GEOID03 EZ0652 DYNAMIC HT - 97.017 (meters) 318.30 (feet) COMP EZ0652 MODELED GRAV- 979,793.1 (mgal) NAVD 88 EZ0652 EZ0652 HORZ ORDER - SECOND EZ0652 VERT ORDER - FIRST CLASS I EZ0652 EZ0652.The North Carolina HARNS have been completed but, EZ0652.due to contractual restrictions, coordinates for these stations EZ0652.will NOT be published in the near future. In the interim, the EZ0652.published coordinates in North Carolina will not be EZ0652.consistent with the Continuously Operating Reference Stations EZ0652.(CORS). The HARN coordinates for these stations are available EZ0652.upon request. Contact Gary Thompson(919-733-3836). EZ0652. EZ0652.In addition, the published North Carolina positions EZ0652.(NAD 83 (1986)) are NOT consistent with those determined in EZ0652.adjacent state readjustments. The discontinuity between stations EZ0652.located in North Carolina and those in adjacent states EZ0652.which have been adjusted to the HARN may be as much as 5 EZ0652.decimeters. This will result in a significant loss of accuracy EZ0652.over lines crossing such state borders. EZ0652 EZ0652 EZ0652.The horizontal coordinates were established by classical geodetic methods EZ0652.and adjusted by the National Geodetic Survey in July 1986. EZ0652 EZ0652.The orthometric height was determined by differential leveling EZ0652.and adjusted by the National Geodetic Survey in June 1991. EZ0652 EZ0652.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0652 EZ0652.The geoid height was determined by GEOID03. EZ0652 EZ0652.The dynamic height is computed by dividing the NAVD 88 EZ0652.geopotential number by the normal gravity value computed on the EZ0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0652.degrees latitude (g = 980.6199 gals.). EZ0652 EZ0652.The modeled gravity was interpolated from observed gravity values. EZ0652 EZ0652; North East Units Scale Factor Converg. EZ0652;SPC NC - 230,806.535 625,026.725 MT 0.99992350 +0 05 54.7 EZ0652;SPC NC - 757,237.77 2,050,608.51 sFT 0.99992350 +0 05 54.7 EZ0652;UTM 17 - 3,967,322.322 696,075.621 MT 1.00007376 +1 16 16.1 EZ0652 EZ0652! - Elev Factor x Scale Factor = Combined Factor EZ0652!SPC NC - 0.99998978 x 0.99992350 = 0.99991329 EZ0652!UTM 17 - 0.99998978 x 1.00007376 = 1.00006354 EZ0652 EZ0652: Primary Azimuth Mark Grid Az EZ0652:SPC NC - MORRISVILLE 157 04 07.8 EZ0652:UTM 17 - MORRISVILLE 155 53 46.4 EZ0652 EZ0652|---------------------------------------------------------------------| EZ0652| PID Reference Object Distance Geod. Az | EZ0652| dddmmss.s | EZ0652| EZ0653 MORRISVILLE APPROX. 0.9 KM 1571002.5 | EZ0652|---------------------------------------------------------------------| EZ0652 EZ0652 SUPERSEDED SURVEY CONTROL EZ0652 EZ0652 NAD 27 - 35 49 49.23245(N) 078 49 46.34479(W) AD( ) 2 EZ0652 NGVD 29 (??/??/92) 97.352 (m) 319.40 (f) ADJ UNCH 1 1 EZ0652 EZ0652.Superseded values are not recommended for survey control. EZ0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0652.See file dsdata.txt to determine how the superseded data were derived. EZ0652 EZ0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9607667322(NAD 83) EZ0652_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION EZ0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0652_STAMPING: TIMES 1967 EZ0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0652+STABILITY: SURFACE MOTION EZ0652 EZ0652 HISTORY - Date Condition Report By EZ0652 HISTORY - 1967 MONUMENTED NCGS EZ0652 HISTORY - 1967 GOOD NGS EZ0652 HISTORY - 1982 GOOD NC-183 EZ0652 EZ0652 STATION DESCRIPTION EZ0652 EZ0652'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ0652'TIMES IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ0652'THE VICINITY OF MORRISVILLE, NORTH CAROLINA. EZ0652' EZ0652'TIMES IS LOCATED APPROXIMATELY 0.6 MILES NORTH OF MORRISVILLE EZ0652'ALONG SOUTHERN RAILROAD. TO REACH STATION PROCEED FROM THE EZ0652'INTERSECTION OF SR 1002 E WITH NC 54 IN MORRISVILLE. GO NORTH EZ0652'ON NC 54 FOR TWO BLOCKS TO INTERSECTION OF ASHE ST. LEFT EZ0652'(WEST). PROCEED WEST ON ASHE ST. FOR 0.1 MILE TO INTERSECTION EZ0652'WITH CHURCH ST. PROCEED NORTH ON CHURCH ST. (SR 1637) FOR 0.6 EZ0652'MILE TO DIRT ROAD EAST TO DUMP WHICH IS BLOCKED WITH CHAIN. EZ0652'(KEY CAN BE OBTAINED FROM MR. WALTON, MANAGER OF ABC STORE IN EZ0652'MORRISVILLE). PROCEED EAST ON DIRT ROAD FOR 0.2 MILE TO EZ0652'RAILROAD. WALK ABOUT 50 YARDS NORTH ON RAILROAD TO EZ0652'STATION. STATION IS ON THE EAST SIDE OF RAILROAD BED. EZ0652' EZ0652'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0652'TIMES 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ0652'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0652' EZ0652'MARK IS EZ0652' EZ0652'10.2 FT W OF W RAIL EZ0652' EZ0652'8.7 FT W OF CROSS TIE WITH ALUMINUM REF. TAG EZ0652' EZ0652'49.2 FT W OF TP WITH ALUMINUM REF. TAG ON E SIDE OF TRACKS EZ0652' EZ0652'14.0 FT NE OF 3 INCH MAPLE TREE WITH ALUMINUM REF. TAG EZ0652' EZ0652'24.3 FT SE OF 3 INCH PINE TREE WITH ALUMINUM REF. TAG EZ0652 EZ0652 STATION RECOVERY (1967) EZ0652 EZ0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 EZ0652'0.5 MI N FROM MORRISVILLE. EZ0652'ABOUT 0.5 MILE NORTH ALONG THE SOUTHERN RAILWAY COMPANY RAILROAD EZ0652'FROM THE POST OFFICE AT MORRISVILLE, ON THE OUTSIDE AND WEST EZ0652'OF A CURVE IN THE RAILROAD TRACK, 7 TELEPHONE POLES SOUTH OF EZ0652'MILEPOST 68, 0.15 MILE SOUTH OF A CROSSING OF THE RAILROAD EZ0652'AND A DIRT ROAD, 10 1/2 FEET WEST OF THE WEST RAIL OF THE TRACK, EZ0652'49 1/2 FEET WEST AND ACROSS THE TRACK FROM A TELEPHONE POLE, EZ0652'8 1/2 FEET WEST OF THE WEST END OF A CROSS TIE WHICH BEARS AN EZ0652'ALUMINUM REFERENCE TAG, 24 1/2 FEET SOUTHEAST OF A 3-INCH PINE EZ0652'TREE WHICH BEARS AN ALUMINUM REFERENCE TAG, 69 YARDS SOUTH OF EZ0652'BENCH MARK 321 (USGS), AND SET IN THE TOP OF A CONCRETE POST EZ0652'ABOUT LEVEL WITH THE WEST SIDE OF THE RAILROAD GRADE. EZ0652 EZ0652 STATION RECOVERY (1982) EZ0652 EZ0652'RECOVERY NOTE BY WAKE COUNTY NORTH CAROLINA 1982 (DHC) EZ0652'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5444 *********************************************************************** EZ5444 DESIGNATION - TIN EZ5444 PID - EZ5444 EZ5444 STATE/COUNTY- NC/WAKE EZ5444 USGS QUAD - CARY (1993) EZ5444 EZ5444 *CURRENT SURVEY CONTROL EZ5444 ___________________________________________________________________ EZ5444* NAD 83(1986)- 35 49 54.57196(N) 078 45 53.30272(W) ADJUSTED EZ5444* NAVD 88 - 133.6 (meters) 438. (feet) VERTCON EZ5444 ___________________________________________________________________ EZ5444 LAPLACE CORR- -6.85 (seconds) DEFLEC99 EZ5444 GEOID HEIGHT- -32.25 (meters) GEOID03 EZ5444 EZ5444 HORZ ORDER - SECOND EZ5444 EZ5444.The North Carolina HARNS have been completed but, EZ5444.due to contractual restrictions, coordinates for these stations EZ5444.will NOT be published in the near future. In the interim, the EZ5444.published coordinates in North Carolina will not be EZ5444.consistent with the Continuously Operating Reference Stations EZ5444.(CORS). The HARN coordinates for these stations are available EZ5444.upon request. Contact Gary Thompson(919-733-3836). EZ5444. EZ5444.In addition, the published North Carolina positions EZ5444.(NAD 83 (1986)) are NOT consistent with those determined in EZ5444.adjacent state readjustments. The discontinuity between stations EZ5444.located in North Carolina and those in adjacent states EZ5444.which have been adjusted to the HARN may be as much as 5 EZ5444.decimeters. This will result in a significant loss of accuracy EZ5444.over lines crossing such state borders. EZ5444 EZ5444 EZ5444.The horizontal coordinates were established by classical geodetic methods EZ5444.and adjusted by the National Geodetic Survey in July 1986. EZ5444 EZ5444.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5444 EZ5444.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5444 EZ5444.The geoid height was determined by GEOID03. EZ5444 EZ5444; North East Units Scale Factor Converg. EZ5444;SPC NC - 230,966.797 630,850.442 MT 0.99992373 +0 08 08.7 EZ5444;SPC NC - 757,763.57 2,069,715.16 sFT 0.99992373 +0 08 08.7 EZ5444;UTM 17 - 3,967,601.805 701,895.794 MT 1.00010231 +1 18 32.2 EZ5444 EZ5444! - Elev Factor x Scale Factor = Combined Factor EZ5444!SPC NC - 0.99998409 x 0.99992373 = 0.99990782 EZ5444!UTM 17 - 0.99998409 x 1.00010231 = 1.00008639 EZ5444 EZ5444 SUPERSEDED SURVEY CONTROL EZ5444 EZ5444 NAD 27 - 35 49 54.04368(N) 078 45 54.28539(W) AD( ) 2 EZ5444 NGVD 29 (07/19/86) 133.9 (m) 439. (f) VERT ANG EZ5444 EZ5444.Superseded values are not recommended for survey control. EZ5444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5444.See file dsdata.txt to determine how the superseded data were derived. EZ5444 EZ5444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0189667602(NAD 83) EZ5444_MARKER: DE = TRAVERSE STATION DISK EZ5444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5444_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5444_STAMPING: TIN 1970 EZ5444_MARK LOGO: NCGS EZ5444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5444+STABILITY: SURFACE MOTION EZ5444 EZ5444 HISTORY - Date Condition Report By EZ5444 HISTORY - 1970 MONUMENTED NGS EZ5444 HISTORY - 1973 SEE DESCRIPTION NCGS EZ5444 EZ5444 STATION DESCRIPTION EZ5444 EZ5444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (EM) EZ5444'TIN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ5444'VICINITY OF NORTHWEST WAKE COUNTY. EZ5444' EZ5444'TIN IS LOCATED APPROXIMATELY 3.3 MILES SOUTHEAST OF MORRISVILLE AND EZ5444'2.9 MILES NORTH OF CARY. TO REACH STATION PROCEED FROM THE EZ5444'INTERSECTION OF NEW NC 54 AND SR 1664 ON WEST SIDE OF RALEIGH, GO EZ5444'NORTHWEST ON NEW NC 54 FOR 3.8 MILES TO BRIDGE ON SR 1654 OVER NEW EZ5444'NC 54. STATION IS NEAR THE SOUTHWEST CORNER OF THE BRIDGE. EZ5444' EZ5444'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED TIN EZ5444'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EZ5444'FLUSH WITH THE SURFACE OF THE GROUND. EZ5444' EZ5444'MARK IS-- EZ5444'200.0 FEET SSW OF APPROXIMATE CENTER OF MEDIAN OF NEW NC 54. EZ5444'184.8 FEET NW OF C/L OF SR 1654. EZ5444'113.5 FEET NE OF C/L OF ACCESS ROAD TO SR 1654. EZ5444'206.4 FEET WNW OF INTERSECTION OF GUARD RAIL AND SW CORNER OF EZ5444'BRIDGE ABUTMENT. EZ5444'158.5 FEET NW OF END OF GUARD RAIL ON W SIDE OF SR 1654. EZ5444'109.8 FEET NW OF ALUMINUM REF. TAG ON PP. EZ5444 EZ5444 STATION RECOVERY (1973) EZ5444 EZ5444'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EZ5444'MARK WAS DESTROYED. EZ5444' EZ5444'REPLACED BY TIN 2 1972 IN SAME VICINITY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0962 *********************************************************************** EZ0962 DESIGNATION - TIN 2 EZ0962 PID - EZ0962 EZ0962 STATE/COUNTY- NC/WAKE EZ0962 USGS QUAD - CARY (1993) EZ0962 EZ0962 *CURRENT SURVEY CONTROL EZ0962 ___________________________________________________________________ EZ0962* NAD 83(1986)- 35 49 53.39798(N) 078 45 50.66434(W) ADJUSTED EZ0962* NAVD 88 - 133.002 (meters) 436.36 (feet) ADJUSTED EZ0962 ___________________________________________________________________ EZ0962 LAPLACE CORR- -6.87 (seconds) DEFLEC99 EZ0962 GEOID HEIGHT- -32.25 (meters) GEOID03 EZ0962 DYNAMIC HT - 132.890 (meters) 435.99 (feet) COMP EZ0962 MODELED GRAV- 979,789.0 (mgal) NAVD 88 EZ0962 EZ0962 HORZ ORDER - SECOND EZ0962 VERT ORDER - SECOND CLASS 0 EZ0962 EZ0962.The North Carolina HARNS have been completed but, EZ0962.due to contractual restrictions, coordinates for these stations EZ0962.will NOT be published in the near future. In the interim, the EZ0962.published coordinates in North Carolina will not be EZ0962.consistent with the Continuously Operating Reference Stations EZ0962.(CORS). The HARN coordinates for these stations are available EZ0962.upon request. Contact Gary Thompson(919-733-3836). EZ0962. EZ0962.In addition, the published North Carolina positions EZ0962.(NAD 83 (1986)) are NOT consistent with those determined in EZ0962.adjacent state readjustments. The discontinuity between stations EZ0962.located in North Carolina and those in adjacent states EZ0962.which have been adjusted to the HARN may be as much as 5 EZ0962.decimeters. This will result in a significant loss of accuracy EZ0962.over lines crossing such state borders. EZ0962 EZ0962 EZ0962.The horizontal coordinates were established by classical geodetic methods EZ0962.and adjusted by the National Geodetic Survey in July 1986. EZ0962 EZ0962.The orthometric height was determined by differential leveling EZ0962.and adjusted by the National Geodetic Survey in June 1991. EZ0962 EZ0962.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0962 EZ0962.The geoid height was determined by GEOID03. EZ0962 EZ0962.The dynamic height is computed by dividing the NAVD 88 EZ0962.geopotential number by the normal gravity value computed on the EZ0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0962.degrees latitude (g = 980.6199 gals.). EZ0962 EZ0962.The modeled gravity was interpolated from observed gravity values. EZ0962 EZ0962; North East Units Scale Factor Converg. EZ0962;SPC NC - 230,930.774 630,916.742 MT 0.99992367 +0 08 10.2 EZ0962;SPC NC - 757,645.38 2,069,932.68 sFT 0.99992367 +0 08 10.2 EZ0962;UTM 17 - 3,967,567.140 701,962.830 MT 1.00010264 +1 18 33.7 EZ0962 EZ0962! - Elev Factor x Scale Factor = Combined Factor EZ0962!SPC NC - 0.99998419 x 0.99992367 = 0.99990786 EZ0962!UTM 17 - 0.99998419 x 1.00010264 = 1.00008683 EZ0962 EZ0962: Primary Azimuth Mark Grid Az EZ0962:SPC NC - CRAB 300 09 48.5 EZ0962:UTM 17 - CRAB 298 59 25.0 EZ0962 EZ0962|---------------------------------------------------------------------| EZ0962| PID Reference Object Distance Geod. Az | EZ0962| dddmmss.s | EZ0962| EZ0961 CRAB APPROX. 1.9 KM 3001758.7 | EZ0962|---------------------------------------------------------------------| EZ0962 EZ0962 SUPERSEDED SURVEY CONTROL EZ0962 EZ0962 NAD 27 - 35 49 52.86968(N) 078 45 51.64707(W) AD( ) 2 EZ0962 NGVD 29 (??/??/92) 133.25 (m) 437.2 (f) COMPUTED 2 0 EZ0962 EZ0962.Superseded values are not recommended for survey control. EZ0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0962.See file dsdata.txt to determine how the superseded data were derived. EZ0962 EZ0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0196367567(NAD 83) EZ0962_MARKER: DE = TRAVERSE STATION DISK EZ0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0962_SP_SET: CONCRETE POST EZ0962_STAMPING: TIN 2 1972 EZ0962_MARK LOGO: NCGS EZ0962_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0962+STABILITY: SURFACE MOTION EZ0962 EZ0962 HISTORY - Date Condition Report By EZ0962 HISTORY - 1972 MONUMENTED NCGS EZ0962 HISTORY - 1973 GOOD NCGS EZ0962 HISTORY - 1984 GOOD NCGS EZ0962 HISTORY - 1984 GOOD NCGS EZ0962 HISTORY - 1985 GOOD USPSQD EZ0962 EZ0962 STATION DESCRIPTION EZ0962 EZ0962'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ0962'TIN 2 IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0962'VICINITY OF CARY, NORTH CAROLINA. EZ0962' EZ0962'TIN 2 IS LOCATED APPROXIMATELY 3.1 MILES NNE OF CARY, AND 8.0 MILES EZ0962'WNW OF CAPITOL SQUARE IN RALEIGH. TO REACH STATION FROM THE I-40 EZ0962'UNDERPASS OF US 1-US 64 BYPASS (BELTLINE IN WEST RALEIGH), PROCEED EZ0962'WEST ALONG I-40 FOR 4.6 MILES TO SR 1654 BRIDGE OVER I-40 AND EZ0962'STATION IN SE END OF THE SW BRIDGE ABUTMENT, 0.3 MILES SE OF I-40 EZ0962'BRIDGE OVER CRABTREE CREEK. EZ0962' EZ0962'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED TIN 2 EZ0962'1972, SET FLUSH IN DRILL HOLE IN CONCRETE BRIDGE ABUTMENT. EZ0962' EZ0962'MARK IS EZ0962'20.1 FEET SSE OF C/L OF SR 1654 (STATE PARK-CARY ROAD). EZ0962'04.4 FEET SSW OF W END OF S BRIDGE RAIL. EZ0962'01.3 FEET ENE OF W END OF RETAINING WALL. EZ0962 EZ0962 STATION RECOVERY (1973) EZ0962 EZ0962'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0962'3.1 MI NNE FROM CARY. EZ0962'TIN 2 IS LOCATED APPROXIMATELY 8.0 MILES WNW OF CAPITOL SQUARE EZ0962'IN RALEIGH. TO REACH STATION FROM THE I-40 UNDERPASS OF U.S. EZ0962'1 - U.S. 64 BYPASS (BELTLINE IN WEST RALEIGH, PROCEED WEST ALONG EZ0962'I-40 FOR 4.6 MILES TO SR 1654 BRIDGE OVER I-40 AND STATION IN SE EZ0962'END OF THE SW BRIDGE ABUTMENT, 0.3 MILES SE OF I-40 BRIDGE OVER EZ0962'CRABTREE CREEK 20.1 FT SSE OF C/L OF SR 1654 (STATE PARK-CARY EZ0962'ROAD), 04.4 FT SSW OF WEST END OF SOUTH BRIDGE RAIL, 01.3 FT ENE EZ0962'OF W END OF RETAINING WALL. DISK IS SET FLUSH IN DRILL HOLE IN EZ0962'CONCRETE BRIDGE ABUTMENT. EZ0962 EZ0962 STATION RECOVERY (1984) EZ0962 EZ0962'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ0962'THE STATION WAS RECOVERED AT THIS DATE. EZ0962'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT EZ0962'THAT THE SR NUMBER IS NOW SR 1652. EZ0962' EZ0962'STATION IS ALSO A BENCH MARK. EZ0962 EZ0962 STATION RECOVERY (1984) EZ0962 EZ0962'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ0962'RECOVERED IN GOOD CONDITION EXCEPT ADD AT SR 1652 OVERPASS OF I 40. EZ0962 EZ0962 STATION RECOVERY (1985) EZ0962 EZ0962'RECOVERY NOTE BY US POWER SQUADRON 1985 (PC) EZ0962'TIN 2 TRIANG TRAVRSE STN FOUND GOOD. EZ0962' EZ0962'SE QUAD OF BRIDGE OVER US 40 WAKE CO PROJECT NO. 8.1409705 (1969). EZ0962'155 DEG 24 MIN FM C/L SR 1652. EZ0962'.5 MI N OF SR1795. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5203 *********************************************************************** EZ5203 DESIGNATION - TIPPERS EZ5203 PID - EZ5203 EZ5203 STATE/COUNTY- NC/WAKE EZ5203 USGS QUAD - BAYLEAF (1987) EZ5203 EZ5203 *CURRENT SURVEY CONTROL EZ5203 ___________________________________________________________________ EZ5203* NAD 83(1986)- 35 54 18.40612(N) 078 39 11.58278(W) ADJUSTED EZ5203* NAVD 88 - 154.237 (meters) 506.03 (feet) ADJUSTED EZ5203 ___________________________________________________________________ EZ5203 LAPLACE CORR- -6.91 (seconds) DEFLEC99 EZ5203 GEOID HEIGHT- -32.53 (meters) GEOID03 EZ5203 DYNAMIC HT - 154.106 (meters) 505.60 (feet) COMP EZ5203 MODELED GRAV- 979,782.3 (mgal) NAVD 88 EZ5203 EZ5203 HORZ ORDER - FIRST EZ5203 VERT ORDER - SECOND CLASS II EZ5203 EZ5203.The North Carolina HARNS have been completed but, EZ5203.due to contractual restrictions, coordinates for these stations EZ5203.will NOT be published in the near future. In the interim, the EZ5203.published coordinates in North Carolina will not be EZ5203.consistent with the Continuously Operating Reference Stations EZ5203.(CORS). The HARN coordinates for these stations are available EZ5203.upon request. Contact Gary Thompson(919-733-3836). EZ5203. EZ5203.In addition, the published North Carolina positions EZ5203.(NAD 83 (1986)) are NOT consistent with those determined in EZ5203.adjacent state readjustments. The discontinuity between stations EZ5203.located in North Carolina and those in adjacent states EZ5203.which have been adjusted to the HARN may be as much as 5 EZ5203.decimeters. This will result in a significant loss of accuracy EZ5203.over lines crossing such state borders. EZ5203 EZ5203 EZ5203.The horizontal coordinates were established by classical geodetic methods EZ5203.and adjusted by the National Geodetic Survey in July 1986. EZ5203 EZ5203.The orthometric height was determined by differential leveling EZ5203.and adjusted by the National Geodetic Survey in September 1998. EZ5203 EZ5203.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5203 EZ5203.The geoid height was determined by GEOID03. EZ5203 EZ5203.The dynamic height is computed by dividing the NAVD 88 EZ5203.geopotential number by the normal gravity value computed on the EZ5203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ5203.degrees latitude (g = 980.6199 gals.). EZ5203 EZ5203.The modeled gravity was interpolated from observed gravity values. EZ5203 EZ5203; North East Units Scale Factor Converg. EZ5203;SPC NC - 239,127.438 640,903.807 MT 0.99993749 +0 12 00.5 EZ5203;SPC NC - 784,537.27 2,102,698.57 sFT 0.99993749 +0 12 00.5 EZ5203;UTM 17 - 3,975,968.513 711,781.664 MT 1.00015270 +1 22 36.4 EZ5203 EZ5203! - Elev Factor x Scale Factor = Combined Factor EZ5203!SPC NC - 0.99998090 x 0.99993749 = 0.99991839 EZ5203!UTM 17 - 0.99998090 x 1.00015270 = 1.00013359 EZ5203 EZ5203: Primary Azimuth Mark Grid Az EZ5203:SPC NC - TIPPERS AZ MK 012 09 16.2 EZ5203:UTM 17 - TIPPERS AZ MK 010 58 40.3 EZ5203 EZ5203|---------------------------------------------------------------------| EZ5203| PID Reference Object Distance Geod. Az | EZ5203| dddmmss.s | EZ5203| EZ6368 TIPPERS RM 5 47.671 METERS 00753 | EZ5203| EZ5210 TIPPERS AZ MK APPROX. 0.9 KM 0122116.7 | EZ5203| EZ6365 TIPPERS RM 1 25.801 METERS 05125 | EZ5203| EZ4998 WAKE FOREST CENTER MUN TANK APPROX.15.0 KM 0582322.2 | EZ5203| EZ6366 TIPPERS RM 2 27.874 METERS 16332 | EZ5203| EZ0974 SIX FORKS 475.562 METERS 1705556.8 | EZ5203| EZ0975 SIX 424.560 METERS 1712133.4 | EZ5203| EZ5139 RALEIGH CAROLINA HOTEL REV BCN APPROX.14.1 KM 1761849.9 | EZ5203| EZ5144 RALEIGH KELLY TRAINING SCH TK APPROX.13.0 KM 1964950.5 | EZ5203| EZ5416 CARY MUNICIPAL TANK APPROX.17.5 KM 2210144.5 | EZ5203| EZ6367 TIPPERS RM 3 AZIMUTH 2294505.1 | EZ5203| EZ5204 TIPPERS RM 4 28.892 METERS 34832 | EZ5203|---------------------------------------------------------------------| EZ5203 EZ5203 SUPERSEDED SURVEY CONTROL EZ5203 EZ5203 NAD 27 - 35 54 17.88090(N) 078 39 12.56980(W) AD( ) 1 EZ5203 NGVD 29 (12/28/92) 154.52 (m) 507.0 (f) LEVELING 3 EZ5203 EZ5203.Superseded values are not recommended for survey control. EZ5203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5203.See file dsdata.txt to determine how the superseded data were derived. EZ5203 EZ5203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1178275969(NAD 83) EZ5203_MARKER: DS = TRIANGULATION STATION DISK EZ5203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5203_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EZ5203_STAMPING: TIPPERS 1933 EZ5203_MARK LOGO: CGS EZ5203_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ5203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5203+STABILITY: SURFACE MOTION EZ5203 EZ5203 HISTORY - Date Condition Report By EZ5203 HISTORY - 1933 MONUMENTED CGS EZ5203 HISTORY - 1934 MARK NOT FOUND CGS EZ5203 HISTORY - 1957 GOOD CGS EZ5203 HISTORY - 1973 GOOD NGS EZ5203 HISTORY - 1985 GOOD NCGS EZ5203 HISTORY - 1987 GOOD USPSQD EZ5203 HISTORY - 19870101 GOOD NCGS EZ5203 EZ5203 STATION DESCRIPTION EZ5203 EZ5203'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (RDH) EZ5203'ABOUT 8-1/2 MILES NORTH OF DOWNTOWN RALEIGH, 11 MILES NORTHEAST OF EZ5203'CARY, 4 MILES NORTHWEST OF MILLBROOK, AND ON LAND OF MRS. MARY EZ5203'PENNY. TO REACH FROM CAPITOL SQUARE IN RALEIGH, GO EAST AND NORTH EZ5203'3.1 MILES ON ROUTE 1 OR 0.2 MILE BEYOND CRABTREE CREEK CROSSING, EZ5203'TURN LEFT (NORTHWEST) ONTO GRAVEL T-ROAD AT ARROW SIGN BAYLEAF EZ5203'SCHOOL 9 MILES AND PROCEED 1.7 MILES, KEEP STRAIGHT AHEAD ON MAIN EZ5203'ROAD AT LEFT FORK AND CONTINUE 2.0 MILES, TAKE LEFT FORK WITH ARROW EZ5203'BAYLEAF SCHOOL 6 MILES AND PROCEED 2.85 MILES TO TIPPERS EZ5203'CROSSROADS, AND CONTINUE STRAIGHT AHEAD 0.3 MILE ON MAIN ROAD EZ5203'TO STATION SITE AT TOP OF GRADE. STATION IS 47 FEET WEST OF CENTER EZ5203'LINE OF ROAD AND 44 FEET SOUTHWEST OF TWIN OAKS. SURFACE AND EZ5203'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN EZ5203'CONCRETE. REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN EZ5203'CONCRETE. NO. 1 WAS 45.6 FEET NORTHEAST OF TWIN OAKS, 20 FEET EZ5203'NORTHEAST OF CENTER LINE OF ROAD, AND 84.65 FEET FROM STATION EZ5203'N 51 DEG 26 MIN E. NO. 2 IS 21 FEET NORTH OF CENTER LINE EZ5203'OF ROAD AND 91.45 FEET FROM STATION S 16 DEG 28 MIN E. NO. EZ5203'3 IS 15 FEET NORTH OF CENTER LINE OF ROAD, DIRECTLY OPPOSITE EZ5203'NORTHEAST CORNER OF OLD TENANT HOUSE ON SOUTH SIDE OF ROAD, AND EZ5203'APPROXIMATELY 0.3 MILE FROM STATION S 49 DEG 45 MIN W. EZ5203'THIS MARK IS VISIBLE FROM GROUND BY USING A 15-FOOT RANGE POLE. EZ5203 EZ5203 STATION RECOVERY (1934) EZ5203 EZ5203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 EZ5203'REFERENCE MARK NO. 1 HAD BEEN DESTROYED BY EZ5203'WIDENING OF HIGHWAY. A STANDARD STATION DISK (NOT STAMPED) EZ5203'IN CONCRETE WAS ESTABLISHED 125 YARDS NORTH OF TIPPERS EZ5203'CROSSROADS, 4.6 FEET NORTHWEST OF NORTHWEST CORNER OF L. EZ5203'R. LASSITERS STOCK LOT, 17 FEET SOUTHWEST OF CENTER LINE OF DIRT EZ5203'ROAD WHICH LEADS NORTHWEST FROM OXFORD ROAD JUST NORTH OF EZ5203'LASSITERS BARN, ABOUT 70 FEET WEST OF CENTER LINE OF OXFORD ROAD, AND EZ5203'ABOUT ONE-FOURTH MILE FROM STATION S 0 DEG 06 MIN W. EZ5203 EZ5203 STATION RECOVERY (1957) EZ5203 EZ5203'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (JCE) EZ5203'STATION MARK RECOVERED AND FOUND IN GOOD CONDITION. REFERENCE MARKS EZ5203'NO. 1 AND 2 WERE FOUND DESTROYED DUE TO ROAD CONSTRUCTION. EZ5203'REFERENCE MARK NO. 3 WAS NOT RECOVERED AND IS BELIEVED TO BE EZ5203'DESTROYED. THE STANDARD STATION MARK MENTIONED IN 1934 EZ5203'DESCRIPTIONS WAS DISTURBED BY GRADER OPERATIONS. THEREFORE EZ5203'REFERENCE MARKS 4 AND 5 AND A NEW AZIMUTH MARK WERE EZ5203'ESTABLISHED. EZ5203' EZ5203'DUE TO CHANGES IN LAND MARKS AND HIGHWAYS A COMPLETE NEW DESCRIPTION EZ5203'FOLLOWS. EZ5203' EZ5203'STATION IS LOCATED ON STATE OWNED LAND NEAR THE BAYLEAF LOOKOUT TOWER EZ5203'ABOUT 8-1/2 MILES NORTH OF RALEIGH, ABOUT 11.0 MILES NORTHEAST OF EZ5203'CARY AND ABOUT 4.0 MILES NORTHWEST OF MILLBROOK. STATION IS 43 FEET EZ5203'WEST OF APPROXIMATE CENTERLINE OF SURFACED ROAD, 30-1/2 FEET EAST EZ5203'OF SOUTHEAST CORNER OF HOUSE AND 22 FEET SOUTHEAST OF OAK EZ5203'TREE. THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED EZ5203'TIPPERS 1933. EZ5203' EZ5203'REFERENCE MARK NO. 4 IS 58-1/2 FEET NORTH-NORTHEAST OF NORTHEAST EZ5203'CORNER OF HOUSE AND 36 FEET SOUTHEAST OF SOUTHEAST LEG OF LOOKOUT EZ5203'TOWER. THE MARK IS FLUSH AND THE DISK IS STAMPED TIPPERS NO 4 EZ5203'1933. EZ5203' EZ5203'REFERENCE MARK NO. 5 IS 32-1/2 FEET WEST OF APPROXIMATE CENTERLINE EZ5203'OF SURFACED ROAD, 19 FEET SOUTH OF APPROXIMATE CENTERLINE OF EZ5203'DRIVEWAY AND 17 FEET SOUTHWEST OF SOUTH END OF CULVERT. THE MARK IS EZ5203'FLUSH AND THE DISK IS STAMPED TIPPERS NO 5 1933. EZ5203' EZ5203'AZIMUTH MARK IS 22-1/2 FEET WEST-NORTHWEST OF APPROXIMATE CENTERLINE EZ5203'OF SURFACED ROAD AND 2-1/2 FEET SOUTH-SOUTHWEST OF WITNESS POST. EZ5203'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED TIPPERS 1957. EZ5203' EZ5203'A TRAVERSE CONNECTION WAS MADE TO TIPPERS RM 4 AND THE DISTANCE IS EZ5203'SHOWN BELOW. EZ5203' EZ5203'TO REACH FROM THE NORTHEAST CORNER OF CAPITOL SQUARE IN RALEIGH, GO EZ5203'NORTH ON U.S. HIGHWAYS NO. 1 AND 401 FOR 1.7 MILES TO FORKS. TAKE EZ5203'LEFT FORK AND GO NORTHWESTERLY ON SURFACED ROAD OLD U.S. NO. 1 FOR EZ5203'1.5 MILES TO T ROAD LEFT. TURN LEFT AND GO WEST AND NORTH ON EZ5203'SURFACED ROAD FOR 6.5 MILE TO BAYLEAF LOOKOUT TOWER AND STATION EZ5203'ON LEFT (WEST) SIDE OF ROAD AS DESCRIBED. CONTINUE NORTHEASTERLY ON EZ5203'SURFACED ROAD FOR 0.55 MILE TO AZIMUTH MARK ON LEFT (NORTHWEST) EZ5203'SIDE OF ROAD. EZ5203 EZ5203 STATION RECOVERY (1973) EZ5203 EZ5203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS) EZ5203'STATION WAS RECOVERED AS DESCRIBED BY J.C.E. IN 1957 AND ALL MARKS EZ5203'WERE FOUND TO BE IN GOOD CONDITION. THE 1957 DESCRIPTION IS EZ5203'ADEQUATE FOR RECOVERY EXCEPT THAT THE BAYLEAF LOOKOUT TOWER HAS BEEN EZ5203'RELOCATED. EZ5203' EZ5203'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8-1/2 MILES NORTH EZ5203'OF RALEIGH. EZ5203 EZ5203 STATION RECOVERY (1985) EZ5203 EZ5203'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ5203'THE STATION WAS RECOVERED AT THIS DATE. EZ5203'DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS. EZ5203' EZ5203'THE STATION IS LOCATED 8.6 MI NORTH OF THE STATE CAPITOL IN RALEIGH. EZ5203' EZ5203'IN SIX FORKS COMMUNITY, ALONG SR 1005 (SIX FORKS ROAD), 0.3 MI NORTH EZ5203'FROM THE INTERSECTION WITH STRICKLAND ROAD, IN THE SOUTHEAST YARD EZ5203'OF A WHITE FRAME HOUSE. EZ5203' EZ5203'THE STATION PROJECTS 10 CM ABOVE GROUND AND IS 6 FT ABOVE HIGHWAY EZ5203'LEVEL. LOCATED 13.0 METERS (42.5 FT) WEST OF THE CENTERLINE OF THE EZ5203'HIGHWAY, 11.4 METERS (37.5 FT) EAST OF THE SOUTHEAST CORNER OF A EZ5203'HOUSE, 14.2 METERS (46.6 FT) SOUTH-SOUTHEAST OF THE NORTHEAST CORNER EZ5203'OF A HOUSE--AND 36.5 METERS (119.8 FT) NORTH OF A POWER POLE 35.5 EZ5203'METERS (126.4 FT) SOUTH-SOUTHWEST OF A POWER POLE--BOTH WITH EZ5203'REFERENCE TAGS. EZ5203' EZ5203'REFERENCE MARK NO. 4 IS A STANDARD NGS DISK STAMPED---TIPPERS NO 4 EZ5203'1933---, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT. LOCATED EZ5203'17.8 METERS (58.5 FT) NORTH-NORTHEAST OF A CORNER OF A HOUSE AND EZ5203'15.1 METERS (49.5 FT) WEST-SOUTHWEST OF POWER POLE WITH REFERENCE EZ5203'TAG. EZ5203' EZ5203'REFERENCE MARK NO. 5 IS A STANDARD NGS DISK EZ5203'STAMPED---TIPPERS NO 5 1933---, EZ5203'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT. EZ5203'STATION HAS BEEN RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ5203' EZ5203'TIPPERS AZIMUTH MARK IS A STANDARD NGS DISK STAMPED---TIPPERS EZ5203'1957---, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT. STATION HAS EZ5203'BEEN RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ5203' EZ5203'STATION IS 6 FEET ABOVE HIGHWAY LEVEL. EZ5203 EZ5203 STATION RECOVERY (1987) EZ5203 EZ5203'RECOVERY NOTE BY US POWER SQUADRON 1987 (FBB) EZ5203'RECOVERED IN GOOD CONDITION. EZ5203 EZ5203 STATION RECOVERY (1987) EZ5203 EZ5203'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ5203'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5204 *********************************************************************** EZ5204 DESIGNATION - TIPPERS RM 4 EZ5204 PID - EZ5204 EZ5204 STATE/COUNTY- NC/WAKE EZ5204 USGS QUAD - BAYLEAF (1987) EZ5204 EZ5204 *CURRENT SURVEY CONTROL EZ5204 ___________________________________________________________________ EZ5204* NAD 83(1986)- 35 54 19.32482(N) 078 39 11.81168(W) ADJUSTED EZ5204* NAVD 88 - 153.567 (meters) 503.83 (feet) ADJUSTED EZ5204 ___________________________________________________________________ EZ5204 LAPLACE CORR- -6.91 (seconds) DEFLEC99 EZ5204 GEOID HEIGHT- -32.53 (meters) GEOID03 EZ5204 DYNAMIC HT - 153.437 (meters) 503.40 (feet) COMP EZ5204 MODELED GRAV- 979,782.3 (mgal) NAVD 88 EZ5204 EZ5204 HORZ ORDER - SECOND EZ5204 VERT ORDER - SECOND CLASS II EZ5204 EZ5204.The North Carolina HARNS have been completed but, EZ5204.due to contractual restrictions, coordinates for these stations EZ5204.will NOT be published in the near future. In the interim, the EZ5204.published coordinates in North Carolina will not be EZ5204.consistent with the Continuously Operating Reference Stations EZ5204.(CORS). The HARN coordinates for these stations are available EZ5204.upon request. Contact Gary Thompson(919-733-3836). EZ5204. EZ5204.In addition, the published North Carolina positions EZ5204.(NAD 83 (1986)) are NOT consistent with those determined in EZ5204.adjacent state readjustments. The discontinuity between stations EZ5204.located in North Carolina and those in adjacent states EZ5204.which have been adjusted to the HARN may be as much as 5 EZ5204.decimeters. This will result in a significant loss of accuracy EZ5204.over lines crossing such state borders. EZ5204 EZ5204 EZ5204.The horizontal coordinates were established by classical geodetic methods EZ5204.and adjusted by the National Geodetic Survey in July 1986. EZ5204 EZ5204.The orthometric height was determined by differential leveling EZ5204.and adjusted by the National Geodetic Survey in September 1998. EZ5204 EZ5204.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5204 EZ5204.The geoid height was determined by GEOID03. EZ5204 EZ5204.The dynamic height is computed by dividing the NAVD 88 EZ5204.geopotential number by the normal gravity value computed on the EZ5204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ5204.degrees latitude (g = 980.6199 gals.). EZ5204 EZ5204.The modeled gravity was interpolated from observed gravity values. EZ5204 EZ5204; North East Units Scale Factor Converg. EZ5204;SPC NC - 239,155.732 640,897.969 MT 0.99993754 +0 12 00.4 EZ5204;SPC NC - 784,630.10 2,102,679.42 sFT 0.99993754 +0 12 00.4 EZ5204;UTM 17 - 3,975,996.687 711,775.244 MT 1.00015266 +1 22 36.3 EZ5204 EZ5204! - Elev Factor x Scale Factor = Combined Factor EZ5204!SPC NC - 0.99998100 x 0.99993754 = 0.99991854 EZ5204!UTM 17 - 0.99998100 x 1.00015266 = 1.00013366 EZ5204 EZ5204: Primary Azimuth Mark Grid Az EZ5204:SPC NC - TIPPERS AZ MK 012 54 54.6 EZ5204:UTM 17 - TIPPERS AZ MK 011 44 18.7 EZ5204 EZ5204|---------------------------------------------------------------------| EZ5204| PID Reference Object Distance Geod. Az | EZ5204| dddmmss.s | EZ5204| EZ5210 TIPPERS AZ MK APPROX. 0.9 KM 0130655.0 | EZ5204| EZ6368 TIPPERS RM 5 22.551 METERS 03300 | EZ5204| EZ5203 TIPPERS 28.892 METERS 16832 | EZ5204| EZ5152 RALEIGH SE MUNICIPAL TANK APPROX.13.4 KM 1792553.1 | EZ5204| EZ5150 RALEIGH NW MUNICIPAL TANK APPROX.12.6 KM 1844056.4 | EZ5204| EZ5199 BAYLEAF LOOKOUT TOWER 15.485 METERS 30304 | EZ5204|---------------------------------------------------------------------| EZ5204 EZ5204 SUPERSEDED SURVEY CONTROL EZ5204 EZ5204 NAD 27 - 35 54 18.79950(N) 078 39 12.79870(W) AD( ) 2 EZ5204 NGVD 29 (12/28/92) 152.0 (m) 499. (f) VERT ANG EZ5204 EZ5204.Superseded values are not recommended for survey control. EZ5204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5204.See file dsdata.txt to determine how the superseded data were derived. EZ5204 EZ5204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1177575997(NAD 83) EZ5204_MARKER: DR = REFERENCE MARK DISK EZ5204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5204_STAMPING: TIPPERS NO 4 1933 EZ5204_MARK LOGO: CGS EZ5204_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ5204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5204+STABILITY: SURFACE MOTION EZ5204 EZ5204 HISTORY - Date Condition Report By EZ5204 HISTORY - 1957 MONUMENTED CGS EZ5204 HISTORY - 1973 GOOD NGS EZ5204 HISTORY - 1984 GOOD USPSQD EZ5204 HISTORY - 19870101 GOOD NCGS EZ5204 EZ5204 STATION DESCRIPTION EZ5204 EZ5204'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE) EZ5204'STATION IS LOCATED ON STATE OWNED LAND NEAR THE SITE OF BAYLEAF EZ5204'LOOKOUT TOWER ABOUT 8-1/2 MILES NORTH OF RALEIGH, ABOUT 11.0 EZ5204'MILES NORTHWEST OF CARY AND ABOUT 4.0 MILES NORTHWEST OF EZ5204'MILLBROOK. STATION IS 58-1/2 NORTH-NORTHEAST OF NORTHEAST EZ5204'CORNER OF HOUSE AND 36 FEET SOUTHEAST OF SOUTHEAST CORNER OF EZ5204'LOOKOUT TOWER. THE MARK IS SET FLUSH AND THE DISK IS STAMPED EZ5204'TIPPERS NO 4 1933. EZ5204' EZ5204'TIPPERS 1933 IS 43 FEET WEST OF APPROXIMATE CENTERLINE OF EZ5204'SURFACED ROAD, 30-1/2 FEET EAST OF SOUTHEAST CORNER OF HOUSE EZ5204'AND 22 FEET SOUTHEAST OF OAK TREE. THE MARK PROJECTS 4 INCHES EZ5204'AND THE DISK IS STAMPED TIPPERS 1933. EZ5204' EZ5204'REFERENCE MARK NO. 5 IS 32-1/2 FEET WEST OF APPROXIMATE CENTERLINE EZ5204'OF PAVED ROAD, 19 FEET SOUTH OF APPROXIMATE CENTERLINE OF DRIVEWAY EZ5204'AND 17 FEET SOUTHEAST OF SOUTH END OF CULVERT. THE MARK IS EZ5204'FLUSH AND THE DISK IS STAMPED TIPPERS NO 5 1933. EZ5204' EZ5204'AZIMUTH MARK IS 22-1/2 FEET WEST-NORTHWEST OF APPROXIMATE EZ5204'CENTERLINE OF PAVED ROAD AND 2-1/2 FEET SOUTH-SOUTHWEST OF EZ5204'WITNESS POST. THE MARK PROJECTS 6 INCHES AND THE DISK IS EZ5204'STAMPED TIPPERS 1957. EZ5204' EZ5204'A TRAVERSE CONNECTION WAS MADE TO TIPPERS 1933 AND BAYLEAF EZ5204'LOOKOUT TOWER AND THE DISTANCE IS SHOWN ABOVE. EZ5204' EZ5204'TO REACH FROM THE NORTHEAST CORNER OF CAPITOL SQUARE IN EZ5204'RALEIGH, GO NORTH ON U.S. HIGHWAYS NO. 1 AND 401 FOR 1.7 MILES EZ5204'TO FORKS. TAKE LEFT FORK AND GO NORTHWESTERLY ON MACADAM ROAD EZ5204'(OLD U.S. NO. 1) FOR 1.5 MILES TO T ROAD LEFT. TURN LEFT AND EZ5204'GO WEST AND NORTH ON MACADAM ROAD SIX FORKS ROAD FOR 6.5 MILES EZ5204'TO BAYLEAF LOOKOUT TOWER ON LEFT AND STATION AS EZ5204'DESCRIBED. CONTINUE NORTHEASTERLY ON MACADAM ROAD FOR 0.55 EZ5204'MILE TO AZIMUTH MARK ON LEFT (NORTHWEST) SIDE OF ROAD. EZ5204' EZ5204'BAYLEAF LOOKOUT TOWER IS OF STEEL CONSTRUCTION ABOUT 115 FEET EZ5204'HIGH AND SET ON CONCRETE FOUNDATION. THE TRAVERSE CONNECTION EZ5204'WAS MADE TO POINT ON GROUND AT THE CENTER OF THE LOOKOUT TOWER. EZ5204' EZ5204'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. EZ5204 EZ5204 STATION RECOVERY (1973) EZ5204 EZ5204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS) EZ5204'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED, INCLUDING EZ5204'STATION TIPPERS 1933, EXCEPT THE BAYLEAF LOOKOUT TOWER HAS BEEN EZ5204'REMOVED AND HAS BEEN REBUILT AT A DIFFERENT LOCATION. AT THE EZ5204'TIME THE STATON SITE WAS VISITED THERE WAS A HEAVY RAIN SO NO EZ5204'MEASUREMENTS WERE MADE. EZ5204' EZ5204'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EZ5204'8-1/2 MILES NORTH OF RALEIGH. EZ5204 EZ5204 STATION RECOVERY (1984) EZ5204 EZ5204'RECOVERY NOTE BY US POWER SQUADRON 1984 (WKB) EZ5204'TIPPERS 1957 FOUND GOOD. EZ5204 EZ5204 STATION RECOVERY (1987) EZ5204 EZ5204'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ5204'DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS. STATION EZ5204'IS LOCATED IN SIX FORKS COMMUNITY. ALONG SR 1005 (SIX FORKS ROAD) FOR EZ5204'0.3 MI (0.5 KM) NORTH FROM STRICKLAND ROAD INTERSECTION, IN NORTHEAST EZ5204'YARD OF WHITE FRAME HOUSE. MARK IS 4 FEET (1.2 M) HIGHER THAN THE ROAD EZ5204'AND FLUSH WITH GROUND SURFACE. LOCATED 94.8 FT (28.9 M) EZ5204'NORTH-NORTHWEST OF TIPPERS TRIANGULATION STATION, 58.5 FT (17.8 M) EZ5204'NORTH-NORTHEAST OF NORTHEAST CORNER OF HOUSE, AND 49.5 FT (15.1 M) EZ5204'WEST-SOUTHWEST OF POWER POLE WITH A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4449 *********************************************************************** EZ4449 DESIGNATION - TOBACCO EZ4449 PID - EZ4449 EZ4449 STATE/COUNTY- NC/WAKE EZ4449 USGS QUAD - KNIGHTDALE (1993) EZ4449 EZ4449 *CURRENT SURVEY CONTROL EZ4449 ___________________________________________________________________ EZ4449* NAD 83(1986)- 35 48 56.67459(N) 078 22 49.36090(W) ADJUSTED EZ4449* NAVD 88 - 108.9 (meters) 357. (feet) VERTCON EZ4449 ___________________________________________________________________ EZ4449 LAPLACE CORR- -5.14 (seconds) DEFLEC99 EZ4449 GEOID HEIGHT- -33.87 (meters) GEOID03 EZ4449 EZ4449 HORZ ORDER - SECOND EZ4449 EZ4449.The North Carolina HARNS have been completed but, EZ4449.due to contractual restrictions, coordinates for these stations EZ4449.will NOT be published in the near future. In the interim, the EZ4449.published coordinates in North Carolina will not be EZ4449.consistent with the Continuously Operating Reference Stations EZ4449.(CORS). The HARN coordinates for these stations are available EZ4449.upon request. Contact Gary Thompson(919-733-3836). EZ4449. EZ4449.In addition, the published North Carolina positions EZ4449.(NAD 83 (1986)) are NOT consistent with those determined in EZ4449.adjacent state readjustments. The discontinuity between stations EZ4449.located in North Carolina and those in adjacent states EZ4449.which have been adjusted to the HARN may be as much as 5 EZ4449.decimeters. This will result in a significant loss of accuracy EZ4449.over lines crossing such state borders. EZ4449 EZ4449 EZ4449.The horizontal coordinates were established by classical geodetic methods EZ4449.and adjusted by the National Geodetic Survey in July 1986. EZ4449 EZ4449.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4449 EZ4449.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4449 EZ4449.The geoid height was determined by GEOID03. EZ4449 EZ4449; North East Units Scale Factor Converg. EZ4449;SPC NC - 229,332.053 665,593.501 MT 0.99992093 +0 21 27.5 EZ4449;SPC NC - 752,400.24 2,183,701.34 sFT 0.99992093 +0 21 27.5 EZ4449;UTM 17 - 3,966,679.375 736,674.503 MT 1.00029029 +1 32 01.2 EZ4449 EZ4449! - Elev Factor x Scale Factor = Combined Factor EZ4449!SPC NC - 0.99998822 x 0.99992093 = 0.99990915 EZ4449!UTM 17 - 0.99998822 x 1.00029029 = 1.00027851 EZ4449 EZ4449 SUPERSEDED SURVEY CONTROL EZ4449 EZ4449 NAD 27 - 35 48 56.11747(N) 078 22 50.35819(W) AD( ) 2 EZ4449 NGVD 29 (07/19/86) 109.2 (m) 358. (f) VERT ANG EZ4449 EZ4449.Superseded values are not recommended for survey control. EZ4449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4449.See file dsdata.txt to determine how the superseded data were derived. EZ4449 EZ4449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3667566679(NAD 83) EZ4449_MARKER: DE = TRAVERSE STATION DISK EZ4449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4449_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4449_STAMPING: TOBACCO 1969 EZ4449_MARK LOGO: NCGS EZ4449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4449+STABILITY: SURFACE MOTION EZ4449 EZ4449 HISTORY - Date Condition Report By EZ4449 HISTORY - 1969 MONUMENTED NCGS EZ4449 HISTORY - 1973 MARK NOT FOUND NCSHC EZ4449 EZ4449 STATION DESCRIPTION EZ4449 EZ4449'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ4449'TOBACCO IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ4449'THE VICINITY OF ZEBULON, NORTH CAROLINA. EZ4449' EZ4449'TOBACCO IS LOCATED APPROXIMATELY 3.7 MILES WEST OF ZEBULON. TO EZ4449'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 64 BYPASS AND EZ4449'U.S. 64 BUSINESS ON WEST SIDE OF ZEBULON, GO WEST ON U.S. 64 BYPASS EZ4449'FOR 3.15 MILES TO INTERSECTION OF U.S. 64 BYPASS AND SR 2329, EZ4449'CONTINUE ON U.S. 64 BYPASS FOR 0.3 MILE TO STATION ON NORTH SIDE EZ4449'OF ROAD NEAR FOUR TOBACCO BARNS AND APPROXIMATELY 200 FEET EAST EZ4449'OF TEXACO GAS STATION WHICH IS ON THE SOUTH SIDE OF ROAD. EZ4449' EZ4449'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ4449'TOBACCO 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ4449'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EZ4449' EZ4449'MARK IS EZ4449' EZ4449'44.0 FT NNW OF C/L OF U.S. 64 BYPASS EZ4449' EZ4449'98.3 FT NNW OF 12 INCH MAPLE WITH ALUMINUM REF. TAG EZ4449' EZ4449'153.1 FT WNW OF 12 INCH PINE WITH ALUMINUM REF. TAG EZ4449' EZ4449'134.0 FT SW OF PP W/TRANSFORMER AND WITH ALUMINUM REF. TAG EZ4449' EZ4449'40.6 FT E OF SE CORNER OF TOBACCO BARN EZ4449' EZ4449'195.2 FT W OF PP WITH ALUMINUM REF. TAG EZ4449' EZ4449'14.6 FT SSE OF CENTER OF DIRT PATH EZ4449 EZ4449 STATION RECOVERY (1973) EZ4449 EZ4449'RECOVERY NOTE BY NC STATE HWYS COMM 1973 EZ4449'PROBABLY DESTROYED BY DEVELOPMENT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6620 *********************************************************************** EZ6620 DESIGNATION - TOLER EZ6620 PID - EZ6620 EZ6620 STATE/COUNTY- NC/WAKE EZ6620 USGS QUAD - RALEIGH WEST (1988) EZ6620 EZ6620 *CURRENT SURVEY CONTROL EZ6620 ___________________________________________________________________ EZ6620* NAD 83(1986)- 35 49 39.44251(N) 078 39 59.30502(W) ADJUSTED EZ6620* NAVD 88 - 103.6 (meters) 340. (feet) VERTCON EZ6620 ___________________________________________________________________ EZ6620 LAPLACE CORR- -6.96 (seconds) DEFLEC99 EZ6620 GEOID HEIGHT- -32.68 (meters) GEOID03 EZ6620 EZ6620 HORZ ORDER - SECOND EZ6620 EZ6620.The North Carolina HARNS have been completed but, EZ6620.due to contractual restrictions, coordinates for these stations EZ6620.will NOT be published in the near future. In the interim, the EZ6620.published coordinates in North Carolina will not be EZ6620.consistent with the Continuously Operating Reference Stations EZ6620.(CORS). The HARN coordinates for these stations are available EZ6620.upon request. Contact Gary Thompson(919-733-3836). EZ6620. EZ6620.In addition, the published North Carolina positions EZ6620.(NAD 83 (1986)) are NOT consistent with those determined in EZ6620.adjacent state readjustments. The discontinuity between stations EZ6620.located in North Carolina and those in adjacent states EZ6620.which have been adjusted to the HARN may be as much as 5 EZ6620.decimeters. This will result in a significant loss of accuracy EZ6620.over lines crossing such state borders. EZ6620 EZ6620 EZ6620.The horizontal coordinates were established by classical geodetic methods EZ6620.and adjusted by the National Geodetic Survey in December 1992. EZ6620 EZ6620.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6620 EZ6620.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6620 EZ6620.The geoid height was determined by GEOID03. EZ6620 EZ6620; North East Units Scale Factor Converg. EZ6620;SPC NC - 230,525.979 639,736.118 MT 0.99992299 +0 11 33.0 EZ6620;SPC NC - 756,317.32 2,098,867.58 sFT 0.99992299 +0 11 33.0 EZ6620;UTM 17 - 3,967,343.015 710,790.426 MT 1.00014754 +1 21 59.1 EZ6620 EZ6620! - Elev Factor x Scale Factor = Combined Factor EZ6620!SPC NC - 0.99998887 x 0.99992299 = 0.99991186 EZ6620!UTM 17 - 0.99998887 x 1.00014754 = 1.00013641 EZ6620 EZ6620 SUPERSEDED SURVEY CONTROL EZ6620 EZ6620 NGVD 29 (12/28/92) 103.8 (m) 341. (f) VERT ANG EZ6620 EZ6620.Superseded values are not recommended for survey control. EZ6620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6620.See file dsdata.txt to determine how the superseded data were derived. EZ6620 EZ6620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1079067343(NAD 83) EZ6620_MARKER: DE = TRAVERSE STATION DISK EZ6620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6620_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6620_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ6620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6620+STABILITY: SURFACE MOTION EZ6620 EZ6620 HISTORY - Date Condition Report By EZ6620 HISTORY - 1983 MONUMENTED NCGS EZ6620 EZ6620 STATION DESCRIPTION EZ6620 EZ6620'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG) EZ6620'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) EZ6620'NORTH-NORTHWEST OF THE STATE CAPITOL IN RALEIGH. EZ6620' EZ6620'TO REACH THE STATION FROM THE GLENWOOD AVENUE UNDERPASS OF US 1 AND EZ6620'US 64 GO SOUTHEAST FOR 0.9 KM (0.55 MI) ON GLENWOOD AVENUE TO THE EZ6620'INTERSECTION OF TOLER STREET, STATION IS IN EDGE OF YARD AND ON EZ6620'PROLONGATION OF NORTH SIDE OF THE COOPER GROUP BUILDING IN EZ6620'SOUTHWEST QUADRANT. EZ6620' EZ6620'THE STATION IS A STANDARD NCGS DISK EZ6620'STAMPED---TOLER 1983---, EZ6620'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6620'25 CM IN DIAMETER SET 1 INCH BELOW GROUND. LOCATED EZ6620'8.35 METERS (27.4 FT) WEST FROM THE CENTERLINE OF SOUTHBOUND LANES EZ6620'OF HIGHWAY, EZ6620'29.6 METERS (97 FT) SOUTH FROM THE CENTERLINE OF TOLER STREET, EZ6620'21.58 METERS (70.8 FT) EAST FROM THE NORTHEAST CORNER OF BUILDING, EZ6620'17.07 METERS (56.0 FT) NORTH FROM A NORTH MOST METAL GAS METER EZ6620'COVER, EZ6620'20.54 METERS (67.4 FT) SOUTH-SOUTHEAST FROM A POWER POLE WITH EZ6620'REFERENCE TAG AND EZ6620'0.61 METERS (2.0 FT) WEST FROM THE CURB. EZ6620' EZ6620'THE MARK IS ABOUT LEVEL WITH HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2433 *********************************************************************** EZ2433 DESIGNATION - TOMB EZ2433 PID - EZ2433 EZ2433 STATE/COUNTY- NC/WAKE EZ2433 USGS QUAD - KNIGHTDALE (1993) EZ2433 EZ2433 *CURRENT SURVEY CONTROL EZ2433 ___________________________________________________________________ EZ2433* NAD 83(1986)- 35 48 12.35058(N) 078 23 55.71539(W) ADJUSTED EZ2433* NAVD 88 - 99.337 (meters) 325.91 (feet) ADJUSTED EZ2433 ___________________________________________________________________ EZ2433 LAPLACE CORR- -5.23 (seconds) DEFLEC99 EZ2433 GEOID HEIGHT- -33.84 (meters) GEOID03 EZ2433 DYNAMIC HT - 99.248 (meters) 325.62 (feet) COMP EZ2433 MODELED GRAV- 979,744.8 (mgal) NAVD 88 EZ2433 EZ2433 HORZ ORDER - SECOND EZ2433 VERT ORDER - SECOND CLASS II EZ2433 EZ2433.The North Carolina HARNS have been completed but, EZ2433.due to contractual restrictions, coordinates for these stations EZ2433.will NOT be published in the near future. In the interim, the EZ2433.published coordinates in North Carolina will not be EZ2433.consistent with the Continuously Operating Reference Stations EZ2433.(CORS). The HARN coordinates for these stations are available EZ2433.upon request. Contact Gary Thompson(919-733-3836). EZ2433. EZ2433.In addition, the published North Carolina positions EZ2433.(NAD 83 (1986)) are NOT consistent with those determined in EZ2433.adjacent state readjustments. The discontinuity between stations EZ2433.located in North Carolina and those in adjacent states EZ2433.which have been adjusted to the HARN may be as much as 5 EZ2433.decimeters. This will result in a significant loss of accuracy EZ2433.over lines crossing such state borders. EZ2433 EZ2433 EZ2433.The horizontal coordinates were established by classical geodetic methods EZ2433.and adjusted by the National Geodetic Survey in July 1986. EZ2433 EZ2433.The orthometric height was determined by differential leveling EZ2433.and adjusted by the National Geodetic Survey in June 1991. EZ2433 EZ2433.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2433 EZ2433.The geoid height was determined by GEOID03. EZ2433 EZ2433.The dynamic height is computed by dividing the NAVD 88 EZ2433.geopotential number by the normal gravity value computed on the EZ2433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2433.degrees latitude (g = 980.6199 gals.). EZ2433 EZ2433.The modeled gravity was interpolated from observed gravity values. EZ2433 EZ2433; North East Units Scale Factor Converg. EZ2433;SPC NC - 227,955.837 663,936.200 MT 0.99991884 +0 20 49.2 EZ2433;SPC NC - 747,885.11 2,178,264.02 sFT 0.99991884 +0 20 49.2 EZ2433;UTM 17 - 3,965,268.927 735,045.194 MT 1.00028082 +1 31 20.7 EZ2433 EZ2433! - Elev Factor x Scale Factor = Combined Factor EZ2433!SPC NC - 0.99998972 x 0.99991884 = 0.99990856 EZ2433!UTM 17 - 0.99998972 x 1.00028082 = 1.00027054 EZ2433 EZ2433 SUPERSEDED SURVEY CONTROL EZ2433 EZ2433 NAD 27 - 35 48 11.79109(N) 078 23 56.70905(W) AD( ) 2 EZ2433 NGVD 29 (??/??/92) 99.620 (m) 326.84 (f) ADJ UNCH 2 2 EZ2433 EZ2433.Superseded values are not recommended for survey control. EZ2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2433.See file dsdata.txt to determine how the superseded data were derived. EZ2433 EZ2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3504565269(NAD 83) EZ2433_MARKER: DE = TRAVERSE STATION DISK EZ2433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2433_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2433_STAMPING: TOMB 1969 EZ2433_MAGNETIC: N = NO MAGNETIC MATERIAL EZ2433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2433+STABILITY: SURFACE MOTION EZ2433_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ2433+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005 EZ2433 EZ2433 HISTORY - Date Condition Report By EZ2433 HISTORY - 1969 MONUMENTED NCGS EZ2433 HISTORY - 1976 GOOD NCGS EZ2433 HISTORY - 1980 GOOD NCGS EZ2433 HISTORY - 20050103 GOOD GEOCAC EZ2433 HISTORY - 20050415 GOOD USPSQD EZ2433 EZ2433 STATION DESCRIPTION EZ2433 EZ2433'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ2433'TOMB IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ2433'VICINITY OF ZEBULON, NORTH CAROLINA. EZ2433' EZ2433'TOMB IS LOCATED APPROXIMATELY 4.9 MILES WSW OF ZEBULON. TO EZ2433'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 64 BYPASS EZ2433'AND U.S. 64 BUSINESS ON WEST END OF ZEBULON, GO WEST ON U.S. 64 EZ2433'BYPASS FOR 3.15 MILES TO INTERSECTION OF U.S. 64 BYPASS AND EZ2433'SR 2329, CONTINUE ON U.S. 64 BYPASS FOR 1.7 MILES TO STATION ON EZ2433'SOUTH SIDE OF ROAD NEAR THE CENTER OF THE NORTH SIDE OF A EZ2433'CEMETERY AND 0.05 MILE EAST OF INTERSECTION OF U.S. 64 BYPASS EZ2433'AND SR 2300. EZ2433' EZ2433'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ2433'TOMB 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2433'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ2433' EZ2433'MARK IS EZ2433' EZ2433'46.6 FT SSE OF C/L OF U.S. 64 BYPASS EZ2433' EZ2433'16.4 FT ENE OF TWIN 4 INCH SWEET GUM TREES EZ2433' EZ2433'3.4 FT NNW OF EDGE OF CEMETERY EZ2433' EZ2433'7.5 FT SSE OF C/L OF DIRT ROAD EZ2433' EZ2433'151.6 FT ESE OF SIGN POST WITH ALUMINUM REF. TAG EZ2433' EZ2433'82.2 FT SW OF SIGN POST WITH ALUMINUM REF. TAG EZ2433 EZ2433 STATION RECOVERY (1976) EZ2433 EZ2433'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2433'1.0 MI NNE FROM EAGLE ROCK. EZ2433'STATION IS LOCATED APPROXIMATELY 0.15 MILE NE ALONG NC 97 (OLD US 64 EZ2433'BYPASS) FROM JUNCTION WITH US 64 BUSINESS, NEAR THE CENTER OF THE EZ2433'NORTH SIDE OF THE HEPHZIBAH CHURCH CEMETERY. 46.6 FT. SSE OF EZ2433'CENTERLINE OF US 64 BYPASS, 7.5 FT. SSE OF CENTERLINE OF DIRT DRIVEWAY EZ2433'ALONG NORTH SIDE OF CEMETERY, 15.9 FT. NE OF 10 INCH TWIN SWEET GUM EZ2433'WITH ALUMINUM REF. TAG, 24.6 FT. NNW OF CENTER OF TOP OF CARRIE L. EZ2433'FERRELL TOMBSTONE AND 45.6 FT. W OF CENTER OF TOP OF EVERETTE A. EZ2433'LEDFORD TOMBSTONE. DISK IS SET IN CONCRETE CYLINDER, 2 INCHES BELOW EZ2433'THE SURFACE OF THE GROUND. EZ2433 EZ2433 STATION RECOVERY (1980) EZ2433 EZ2433'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EZ2433'THE STATION WAS RECOVERED IN GOOD CONDITION. DESCRIPTION IS ADEQUATE EZ2433'EXCEPT FOR THE FOLLOWING CORRECTIONS. THE STATION IS 45.1 FEET WEST OF EZ2433'THE EVERETTE A. LEDFORD HEADSTONE. EZ2433 EZ2433 STATION RECOVERY (2005) EZ2433 EZ2433'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ2433'AS DESCRIBED, EXCEPT 10-INCH TWIN SWEET GUM HAS BEEN REMOVED. EZ2433 EZ2433 STATION RECOVERY (2005) EZ2433 EZ2433'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ2433'N 35 48.206 EZ2433'W 078 23.928 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2419 *********************************************************************** EZ2419 DESIGNATION - TOMS EZ2419 PID - EZ2419 EZ2419 STATE/COUNTY- NC/WAKE EZ2419 USGS QUAD - ROLESVILLE (1993) EZ2419 EZ2419 *CURRENT SURVEY CONTROL EZ2419 ___________________________________________________________________ EZ2419* NAD 83(1986)- 35 54 49.18619(N) 078 28 25.66703(W) ADJUSTED EZ2419* NAVD 88 - 123.582 (meters) 405.45 (feet) ADJUSTED EZ2419 ___________________________________________________________________ EZ2419 LAPLACE CORR- -6.77 (seconds) DEFLEC99 EZ2419 GEOID HEIGHT- -33.27 (meters) GEOID03 EZ2419 DYNAMIC HT - 123.476 (meters) 405.10 (feet) COMP EZ2419 MODELED GRAV- 979,769.4 (mgal) NAVD 88 EZ2419 EZ2419 HORZ ORDER - SECOND EZ2419 VERT ORDER - SECOND CLASS II EZ2419 EZ2419.The North Carolina HARNS have been completed but, EZ2419.due to contractual restrictions, coordinates for these stations EZ2419.will NOT be published in the near future. In the interim, the EZ2419.published coordinates in North Carolina will not be EZ2419.consistent with the Continuously Operating Reference Stations EZ2419.(CORS). The HARN coordinates for these stations are available EZ2419.upon request. Contact Gary Thompson(919-733-3836). EZ2419. EZ2419.In addition, the published North Carolina positions EZ2419.(NAD 83 (1986)) are NOT consistent with those determined in EZ2419.adjacent state readjustments. The discontinuity between stations EZ2419.located in North Carolina and those in adjacent states EZ2419.which have been adjusted to the HARN may be as much as 5 EZ2419.decimeters. This will result in a significant loss of accuracy EZ2419.over lines crossing such state borders. EZ2419 EZ2419 EZ2419.The horizontal coordinates were established by classical geodetic methods EZ2419.and adjusted by the National Geodetic Survey in July 1986. EZ2419 EZ2419.The orthometric height was determined by differential leveling EZ2419.and adjusted by the National Geodetic Survey in June 1991. EZ2419 EZ2419.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2419 EZ2419.The geoid height was determined by GEOID03. EZ2419 EZ2419.The dynamic height is computed by dividing the NAVD 88 EZ2419.geopotential number by the normal gravity value computed on the EZ2419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2419.degrees latitude (g = 980.6199 gals.). EZ2419 EZ2419.The modeled gravity was interpolated from observed gravity values. EZ2419 EZ2419; North East Units Scale Factor Converg. EZ2419;SPC NC - 240,147.266 657,094.228 MT 0.99993920 +0 18 13.4 EZ2419;SPC NC - 787,883.16 2,155,816.65 sFT 0.99993920 +0 18 13.4 EZ2419;UTM 17 - 3,977,321.229 727,951.869 MT 1.00024033 +1 28 56.7 EZ2419 EZ2419! - Elev Factor x Scale Factor = Combined Factor EZ2419!SPC NC - 0.99998583 x 0.99993920 = 0.99992503 EZ2419!UTM 17 - 0.99998583 x 1.00024033 = 1.00022615 EZ2419 EZ2419 SUPERSEDED SURVEY CONTROL EZ2419 EZ2419 NAD 27 - 35 54 48.63571(N) 078 28 26.66504(W) AD( ) 2 EZ2419 NGVD 29 (??/??/92) 123.859 (m) 406.36 (f) ADJ UNCH 2 2 EZ2419 EZ2419.Superseded values are not recommended for survey control. EZ2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2419.See file dsdata.txt to determine how the superseded data were derived. EZ2419 EZ2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2795277321(NAD 83) EZ2419_MARKER: DE = TRAVERSE STATION DISK EZ2419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2419_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2419_STAMPING: TOMS 1976 EZ2419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2419+STABILITY: SURFACE MOTION EZ2419 EZ2419 HISTORY - Date Condition Report By EZ2419 HISTORY - 1976 MONUMENTED NCGS EZ2419 HISTORY - 1976 GOOD NCGS EZ2419 HISTORY - 1987 GOOD USPSQD EZ2419 EZ2419 STATION DESCRIPTION EZ2419 EZ2419'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2419'TOMS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ2419'THE VICINITY OF ROLESVILLE, NORTH CAROLINA. EZ2419' EZ2419'TOMS IS LOCATED APPROXIMATELY 1.0 MILES SOUTHWEST OF ROLESVILLE EZ2419'AND 4.9 MILES SSE OF WAKE FOREST. TO REACH STATION FROM THE MAIN EZ2419'CROSSROADS IN CENTER OF ROLESVILLE, PROCEED SOUTHWEST ALONG EZ2419'U.S. 401 FOR 1.1 MILE TO STATION ON RIGHT, ON WEST SLOPE OF A EZ2419'SMALL BANK, NEAR TREE LINE, APPROXIMATELY 100 FEET NORTHEAST OF EZ2419'SOUTHWEST TIP END OF TREE LINE AND 0.2 MILE WSW OF Y EZ2419'INTERSECTION WITH SR 2051 (WNW). EZ2419' EZ2419'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2419'TOMS 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2419'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2419' EZ2419'MARK IS 47.2 FT NW OF C/L OF U.S. 401 EZ2419' EZ2419'13.9 FT S OF 6 INCH PINE WITH ALUMINUM REF. TAG EZ2419' EZ2419'7.1 FT ESE OF 8 INCH PINE WITH ALUMINUM REF. TAG EZ2419' EZ2419'22.5 FT SSW OF 6 INCH PINE WITH ALUMINUM REF. TAG EZ2419' EZ2419'17.0 FT SW OF 6 INCH PINE WITH ALUMINUM REF. TAG EZ2419' EZ2419'10.8 FT E OF 7 INCH PINE WITH ALUMINUM REF. TAG EZ2419 EZ2419 STATION RECOVERY (1976) EZ2419 EZ2419'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2419'1.0 MI SW FROM ROLESVILLE. EZ2419'TO REACH STATION FROM THE MAIN CROSSROADS IN CENTER OF ROLESVILLE, EZ2419'PROCEED SOUTHWEST ALONG US 401 FOR 1.1 MILE TO STATION ON RIGHT, ON EZ2419'WEST SLOPE OF A SMALL BANK, NEAR TREE LINE, APPROXIMATELY 100 FEET EZ2419'NORTHEAST OF SOUTHWEST TIP END OF TREE LINE, AND 0.2 MILE WSW OF Y EZ2419'INTERSECTION WITH SR 2051 (WNW). 47.2 FT. NW OF C/L OF US 401, 13.9 EZ2419'FT. S OF 6 INCH PINE WITH ALUMINUM REF. TAG, 7.1 FT. ESE OF 8 INCH EZ2419'PINE WITH ALUMINUM REF. TAG, 22.5 FT. SSW OF 6 INCH PINE WITH ALUMINUM EZ2419'REF. TAG, 17.0 FT. SW OF 6 INCH PINE WITH ALUMINUM REF. TAG, AND 10.8 EZ2419'FT. E OF 7 INCH PINE WITH ALUMINUM REF. TAG. DISK IS SET IN CONCRETE EZ2419'CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND. EZ2419 EZ2419 STATION RECOVERY (1987) EZ2419 EZ2419'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ2419'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1036 *********************************************************************** EZ1036 DESIGNATION - TOP EZ1036 PID - EZ1036 EZ1036 STATE/COUNTY- NC/WAKE EZ1036 USGS QUAD - FUQUAY-VARINA (1993) EZ1036 EZ1036 *CURRENT SURVEY CONTROL EZ1036 ___________________________________________________________________ EZ1036* NAD 83(1986)- 35 35 45.61912(N) 078 45 41.84949(W) ADJUSTED EZ1036* NAVD 88 - 123.578 (meters) 405.44 (feet) ADJUSTED EZ1036 ___________________________________________________________________ EZ1036 LAPLACE CORR- -4.79 (seconds) DEFLEC99 EZ1036 GEOID HEIGHT- -32.79 (meters) GEOID03 EZ1036 DYNAMIC HT - 123.470 (meters) 405.08 (feet) COMP EZ1036 MODELED GRAV- 979,754.9 (mgal) NAVD 88 EZ1036 EZ1036 HORZ ORDER - SECOND EZ1036 VERT ORDER - SECOND CLASS 0 EZ1036 EZ1036.The North Carolina HARNS have been completed but, EZ1036.due to contractual restrictions, coordinates for these stations EZ1036.will NOT be published in the near future. In the interim, the EZ1036.published coordinates in North Carolina will not be EZ1036.consistent with the Continuously Operating Reference Stations EZ1036.(CORS). The HARN coordinates for these stations are available EZ1036.upon request. Contact Gary Thompson(919-733-3836). EZ1036. EZ1036.In addition, the published North Carolina positions EZ1036.(NAD 83 (1986)) are NOT consistent with those determined in EZ1036.adjacent state readjustments. The discontinuity between stations EZ1036.located in North Carolina and those in adjacent states EZ1036.which have been adjusted to the HARN may be as much as 5 EZ1036.decimeters. This will result in a significant loss of accuracy EZ1036.over lines crossing such state borders. EZ1036 EZ1036 EZ1036.The horizontal coordinates were established by classical geodetic methods EZ1036.and adjusted by the National Geodetic Survey in July 1986. EZ1036 EZ1036.The orthometric height was determined by differential leveling EZ1036.and adjusted by the National Geodetic Survey in June 1991. EZ1036 EZ1036.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1036 EZ1036.The geoid height was determined by GEOID03. EZ1036 EZ1036.The dynamic height is computed by dividing the NAVD 88 EZ1036.geopotential number by the normal gravity value computed on the EZ1036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1036.degrees latitude (g = 980.6199 gals.). EZ1036 EZ1036.The modeled gravity was interpolated from observed gravity values. EZ1036 EZ1036; North East Units Scale Factor Converg. EZ1036;SPC NC - 204,804.896 631,200.702 MT 0.99989058 +0 08 15.3 EZ1036;SPC NC - 671,930.73 2,070,864.30 sFT 0.99989058 +0 08 15.3 EZ1036;UTM 17 - 3,941,447.303 702,780.115 MT 1.00010674 +1 18 12.0 EZ1036 EZ1036! - Elev Factor x Scale Factor = Combined Factor EZ1036!SPC NC - 0.99998575 x 0.99989058 = 0.99987633 EZ1036!UTM 17 - 0.99998575 x 1.00010674 = 1.00009249 EZ1036 EZ1036: Primary Azimuth Mark Grid Az EZ1036:SPC NC - ADAMS 249 20 16.2 EZ1036:UTM 17 - ADAMS 248 10 19.5 EZ1036 EZ1036|---------------------------------------------------------------------| EZ1036| PID Reference Object Distance Geod. Az | EZ1036| dddmmss.s | EZ1036| EZ5343 STROUD HUB TEMP 107.473 METERS 07027 | EZ1036| EZ1035 STROUD 245.991 METERS 07415 | EZ1036| EZ2247 STROUD 2 220.481 METERS 08419 | EZ1036| EZ1037 ADAMS 477.799 METERS 2492831.5 | EZ1036|---------------------------------------------------------------------| EZ1036 EZ1036 SUPERSEDED SURVEY CONTROL EZ1036 EZ1036 NAD 27 - 35 35 45.06179(N) 078 45 42.81564(W) AD( ) 2 EZ1036 NGVD 29 (??/??/92) 123.846 (m) 406.32 (f) ADJ UNCH 2 0 EZ1036 EZ1036.Superseded values are not recommended for survey control. EZ1036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1036.See file dsdata.txt to determine how the superseded data were derived. EZ1036 EZ1036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0278041447(NAD 83) EZ1036_MARKER: DE = TRAVERSE STATION DISK EZ1036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1036_SP_SET: CONCRETE POST EZ1036_STAMPING: TOP 1967 EZ1036_MARK LOGO: NCGS EZ1036_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ1036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1036+STABILITY: SURFACE MOTION EZ1036 EZ1036 HISTORY - Date Condition Report By EZ1036 HISTORY - 1967 MONUMENTED NCGS EZ1036 HISTORY - 1972 GOOD NCGS EZ1036 HISTORY - 1973 GOOD NCGS EZ1036 HISTORY - 1973 GOOD NCGS EZ1036 HISTORY - 1976 GOOD NGS EZ1036 HISTORY - 1976 GOOD NGS EZ1036 HISTORY - 19830101 GOOD NCGS EZ1036 HISTORY - 19990812 MARK NOT FOUND NCGS EZ1036 EZ1036 STATION DESCRIPTION EZ1036 EZ1036'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1036'TOP IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1036'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ1036' EZ1036'TOP IS LOCATED APPROXIMATELY 2.4 MILES NORTHEAST OF FUQUAY EZ1036'SPRINGS. TO REACH STATION PROCEED FROM THE INTERSECTION OF EZ1036'NC 55 SOUTH WITH U.S. 401 AT NORTHEAST SIDE OF FUQUAY-VARINA, EZ1036'GO WESTERLY ON U.S. 401 FOR 0.15 MILE TO STATION. WHICH IS ON EZ1036'THE NORTH SHOULDER OF U.S. 401, ACROSS U.S. 401 FROM THE EZ1036'APPROXIMATE CENTER OF BIG TOP WAREHOUSE AND IS IN LINE EZ1036'BETWEEN A 4X4 POST WITH NO PARKING SIGN AND ON NORTH SIDE OF EZ1036'U.S. 401. EZ1036' EZ1036'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1036'TOP 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1036'WHICH IS 4 INCHES BELOW THE SURFACE OF THE GROUND. EZ1036' EZ1036'MARK IS EZ1036' EZ1036'16.2 FT NNE OF C/L OF U.S. 401 EZ1036' EZ1036'2.1 FT S OF 4X4 POST WITH ALUMINUM REF. TAG, AND WITH NO PARKING EZ1036'ANYTIME SIGN EZ1036' EZ1036'32.6 FT SSE OF PP WITH ALUMINUM REF. TAG IN SW CORNER OF YARD EZ1036'FOR A WHITE CONCRETE BLOCK HOUSE EZ1036' EZ1036'67.5 FT N OF TP WITH ALUMINUM REF. TAG AT NORTH SIDE OF BIG TOP EZ1036'WAREHOUSE. EZ1036' EZ1036'119.2 FT E OF E END OF CULVERT TO WESTERNMOST DRIVEWAY TO ONE EZ1036'STORY SHINGLE HOUSE EZ1036' EZ1036'82.8 FT WSW OF W END OF CULVERT UNDER DRIVEWAY TO ONE STORY WHITE EZ1036'CONCRETE BLOCK HOUSE EZ1036 EZ1036 STATION RECOVERY (1972) EZ1036 EZ1036'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ1036'GOOD. BIG TOP WAREHOUSE HAS BEEN REMOVED. EZ1036 EZ1036 STATION RECOVERY (1973) EZ1036 EZ1036'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1036'2.3 MI ENE FROM FUQUAY VARINA. EZ1036'TOP IS LOCATED APPROXIMATELY 14.6 MILES SSW OF CAPITOL SQUARE IN EZ1036'RALEIGH. TO REACH STATION FROM INTERSECTION OF U.S. 401, NC EZ1036'55 AND NC 42 APPROXIMATELY 2.5 MILES ENE OF FUQUAY-VARINA, PROCEED EZ1036'WESTERLY ALONG U.S. 401 FOR 0.15 MILES TO STATION ON RIGHT ON EZ1036'NORTH SHOULDER, AND ABOUT 0.1 FT EAST OF INTERSECTION WITH SR 1403, EZ1036'16.2 FT WSW OF W END OF CULVERT UNDER DRIVE TO 1-STORY WHITE EZ1036'CONCRETE BLOCK HOUSE, 119.2 FT E OF E END OF CULVERT UNDER EZ1036'WESTERNMOST DRIVE TO 1-STORY SHINGLE HOUSE, 2.1 FT S OF 4 X 4 EZ1036'NO PARKING SIGN POST W/ALUMINUM REF. TAG, 32.6 FT SSE OF PP EZ1036'W/ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER 4 INCHES EZ1036'BELOW THE SURFACE OF THE GROUND. EZ1036 EZ1036 STATION RECOVERY (1973) EZ1036 EZ1036'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1036'LOCATED APPROXIMATELY 14.6 MILES SSW OF CAPITOL SQUARE IN RALEIGH. TO EZ1036'REACH STATION FROM INTERSECTION OF US 401, NC 55 AND NC 42 EZ1036'APPROXIMATELY 2.5 MILES ENE OF FUQUAY-VARINA, PROCEED WESTERLY ALONG EZ1036'US 401 FOR 0.15 MILES TO STATION ON RIGHT ON NORTH SHOULDER, AND ABOUT EZ1036'0.1 FT. EAST OF INTERSECTION WITH SR 1403. 16.2 FT. WSW OF W END OF EZ1036'CULVERT UNDER DRIVE TO 1-STORY WHITE CONCRETE BLOCK HOUSE, 119.2 FT. E EZ1036'OF E END OF CULVERT UNDER WESTERNMOST DRIVE TO 1-STORY SHINGLE HOUSE, EZ1036'2.1 FT. S OF 4X4 NO PARKING SIGN POST W/ALUMINUM REF. TAG, 32.6 FT. EZ1036'SSE OF PP W/ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER 4 EZ1036'INCHES BELOW THE SURFACE OF THE GROUND. EZ1036 EZ1036 STATION RECOVERY (1976) EZ1036 EZ1036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ACD) EZ1036'TOP OF WAREHOUSE HAS BEEN TORN DOWN. THE 4X4 POST IS NOW GONE. EZ1036' EZ1036'CHANGE AND ADD REFERENCES AS FOLLOWS-- EZ1036' EZ1036'5.7 FT S OF METAL POST WITH NO PARKING ANYTIME SIGN EZ1036' EZ1036'31.0 FT SSE OF PP WITH ALUMINUM REF. TAG EZ1036' EZ1036'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EZ1036'2.4 MILES NE OF FUQUAY-VARINA. EZ1036 EZ1036 STATION RECOVERY (1976) EZ1036 EZ1036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 EZ1036'STATION IS 14.6 MILES SSW OF RALEIGH. TO REACH STATION FROM EZ1036'INTERSECTION OF US 401, NC 55 AND NC 42 APPROXIMATELY 2.5 MILES ENE EZ1036'OF FUQUAY-VARINA, PROCEED WESTERLY ALONG US 401 FOR 0.15 MILE TO EZ1036'STATION ON RIGHT ON NORTH SHOULDER, AND ABOUT 0.1 MILE EAST OF EZ1036'INTERSECTION WITH SR 1403. 16.2 FT. NNE OF C/L OF US 401, 82.8 FT. EZ1036'WSW OF W END OF CULVERT UNDER DRIVE TO ONE STORY WHITE CONCRETE BLOCK EZ1036'HOUSE, 119.2 FT. E OF E END OF CULVERT UNDER WESTERNMOST DRIVE TO ONE EZ1036'STORY SHINGLE HOUSE, 5.7 FT. S OF A NO PARKING METAL SIGN POST AND EZ1036'31.0 FT. SSE OF PP WITH ALUMINUM REF. TAG. DISK IS SET IN CONCRETE EZ1036'CYLINDER 4 INCHES BELOW THE SURFACE OF THE GROUND. EZ1036 EZ1036 STATION RECOVERY (1983) EZ1036 EZ1036'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 EZ1036'STATION WAS RECOVERED AT THIS DATE. DESCRIPTION IS ADEQUATE WITH THE EZ1036'FOLLOWING ADDITIONS. EZ1036'LOCATED 1.71 METERS (5.6 FT) SOUTH OF A STEEL POST OF A NO PARKING EZ1036'SIGN, AND 32.67 METERS (107.2 FT) WEST-SOUTHWEST OF THE WEST END OF A EZ1036'CULVERT UNDER THE DRIVEWAY TO A HOUSE. EZ1036'MARK IS RECESSED 6 INCHES BELOW GROUND AND IS LEVEL WITH HIGHWAY. EZ1036 EZ1036 STATION RECOVERY (1999) EZ1036 EZ1036'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL) EZ1036'STATION NOT FOUND, BELIEVED LOST TO HIGHWAY IMPROVEMENTS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5243 *********************************************************************** EZ5243 DESIGNATION - TOWER EZ5243 PID - EZ5243 EZ5243 STATE/COUNTY- NC/WAKE EZ5243 USGS QUAD - GARNER (1993) EZ5243 EZ5243 *CURRENT SURVEY CONTROL EZ5243 ___________________________________________________________________ EZ5243* NAD 83(1986)- 35 40 55.13594(N) 078 31 59.10316(W) ADJUSTED EZ5243* NAVD 88 - 101.8 (meters) 334. (feet) VERTCON EZ5243 ___________________________________________________________________ EZ5243 LAPLACE CORR- -6.44 (seconds) DEFLEC99 EZ5243 GEOID HEIGHT- -33.57 (meters) GEOID03 EZ5243 EZ5243 HORZ ORDER - SECOND EZ5243 EZ5243.The North Carolina HARNS have been completed but, EZ5243.due to contractual restrictions, coordinates for these stations EZ5243.will NOT be published in the near future. In the interim, the EZ5243.published coordinates in North Carolina will not be EZ5243.consistent with the Continuously Operating Reference Stations EZ5243.(CORS). The HARN coordinates for these stations are available EZ5243.upon request. Contact Gary Thompson(919-733-3836). EZ5243. EZ5243.In addition, the published North Carolina positions EZ5243.(NAD 83 (1986)) are NOT consistent with those determined in EZ5243.adjacent state readjustments. The discontinuity between stations EZ5243.located in North Carolina and those in adjacent states EZ5243.which have been adjusted to the HARN may be as much as 5 EZ5243.decimeters. This will result in a significant loss of accuracy EZ5243.over lines crossing such state borders. EZ5243 EZ5243 EZ5243.The horizontal coordinates were established by classical geodetic methods EZ5243.and adjusted by the National Geodetic Survey in July 1986. EZ5243 EZ5243.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5243 EZ5243.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5243 EZ5243.The geoid height was determined by GEOID03. EZ5243 EZ5243; North East Units Scale Factor Converg. EZ5243;SPC NC - 214,416.693 651,864.090 MT 0.99990070 +0 16 10.2 EZ5243;SPC NC - 703,465.43 2,138,657.44 sFT 0.99990070 +0 16 10.2 EZ5243;UTM 17 - 3,951,480.897 723,248.716 MT 1.00021421 +1 26 22.2 EZ5243 EZ5243! - Elev Factor x Scale Factor = Combined Factor EZ5243!SPC NC - 0.99998929 x 0.99990070 = 0.99988999 EZ5243!UTM 17 - 0.99998929 x 1.00021421 = 1.00020349 EZ5243 EZ5243: Primary Azimuth Mark Grid Az EZ5243:SPC NC - ELLIS 118 51 22.4 EZ5243:UTM 17 - ELLIS 117 41 10.4 EZ5243 EZ5243|---------------------------------------------------------------------| EZ5243| PID Reference Object Distance Geod. Az | EZ5243| dddmmss.s | EZ5243| EZ5232 ELLIS APPROX. 1.0 KM 1190732.6 | EZ5243|---------------------------------------------------------------------| EZ5243 EZ5243 SUPERSEDED SURVEY CONTROL EZ5243 EZ5243 NAD 27 - 35 40 54.57659(N) 078 32 00.08959(W) AD( ) 2 EZ5243 NGVD 29 (07/19/86) 102.1 (m) 335. (f) VERT ANG EZ5243 EZ5243.Superseded values are not recommended for survey control. EZ5243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5243.See file dsdata.txt to determine how the superseded data were derived. EZ5243 EZ5243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2324951481(NAD 83) EZ5243_MARKER: DE = TRAVERSE STATION DISK EZ5243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5243_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5243_STAMPING: TOWER 1968 EZ5243_MARK LOGO: NCGS EZ5243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5243+STABILITY: SURFACE MOTION EZ5243 EZ5243 HISTORY - Date Condition Report By EZ5243 HISTORY - 1968 MONUMENTED NCGS EZ5243 HISTORY - 1980 GOOD NCGS EZ5243 EZ5243 STATION DESCRIPTION EZ5243 EZ5243'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1968 (CBM) EZ5243'TOWER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5243'IN THE VICINITY OF CLAYTON, NORTH CAROLINA. EZ5243' EZ5243'TOWER IS LOCATED APPROXIMATELY 4.3 MILES SOUTHEAST OF THE EZ5243'CENTER OF GARNER. TO REACH STATION PROCEED FROM THE EZ5243'INTERSECTION OF NC 50 WITH U.S. 70 IN GARNER, GO SOUTHEAST ON EZ5243'U.S. 70 FOR 4.7 MILES TO STATION. WHICH IS ON THE NORTHEAST EZ5243'BANK OF U.S. 70 WEST BOUND LANE, AT THE SOUTHEAST SIDE OF EZ5243'DRIVEWAY TO A LARGE ONE STORY WHITE FRAME HOUSE AND 0.75 EZ5243'MILES NORTHWEST OF INTERSECTION OF SR 2558 WITH U.S. 70. EZ5243' EZ5243'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5243'TOWER 1968, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5243'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5243' EZ5243'MARK IS EZ5243' EZ5243'39.6 FT NE OF C/L OF U.S. 70 WEST BOUND LANE EZ5243' EZ5243'13.5 FT E OF SE END OF CULVERT UNDER DRIVEWAY EZ5243' EZ5243'18.8 FT SE OF C/L OF DRIVEWAY EZ5243' EZ5243'33.6 FT ESE OF NW END OF CULVERT UNDER DRIVEWAY EZ5243' EZ5243'41.0 FT ESE OF JAMIE E. WILDER MAIL BOX POST, WITH ALUMINUM EZ5243'REF. TAG EZ5243' EZ5243'71.2 FT NNE OF 4X5 CONCRETE STORM DRAIN COVER IN MEDIAN EZ5243'OF U.S. 70 EZ5243 EZ5243 STATION RECOVERY (1980) EZ5243 EZ5243'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EZ5243'THE STATION WAS RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS EZ5243'ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS. THE DISTANCE FROM THE EZ5243'CENTERLINE OF DRIVEWAY IS 21.0 FEET AND THE MAILBOX IS GONE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0912 *********************************************************************** EZ0912 DESIGNATION - TOWN EZ0912 PID - EZ0912 EZ0912 STATE/COUNTY- NC/WAKE EZ0912 USGS QUAD - RALEIGH EAST (1993) EZ0912 EZ0912 *CURRENT SURVEY CONTROL EZ0912 ___________________________________________________________________ EZ0912* NAD 83(1986)- 35 51 02.94130(N) 078 36 18.81973(W) ADJUSTED EZ0912* NAVD 88 - 100.197 (meters) 328.73 (feet) ADJUSTED EZ0912 ___________________________________________________________________ EZ0912 LAPLACE CORR- -7.47 (seconds) DEFLEC99 EZ0912 GEOID HEIGHT- -32.88 (meters) GEOID03 EZ0912 DYNAMIC HT - 100.112 (meters) 328.45 (feet) COMP EZ0912 MODELED GRAV- 979,776.4 (mgal) NAVD 88 EZ0912 EZ0912 HORZ ORDER - SECOND EZ0912 VERT ORDER - FIRST CLASS II EZ0912 EZ0912.The North Carolina HARNS have been completed but, EZ0912.due to contractual restrictions, coordinates for these stations EZ0912.will NOT be published in the near future. In the interim, the EZ0912.published coordinates in North Carolina will not be EZ0912.consistent with the Continuously Operating Reference Stations EZ0912.(CORS). The HARN coordinates for these stations are available EZ0912.upon request. Contact Gary Thompson(919-733-3836). EZ0912. EZ0912.In addition, the published North Carolina positions EZ0912.(NAD 83 (1986)) are NOT consistent with those determined in EZ0912.adjacent state readjustments. The discontinuity between stations EZ0912.located in North Carolina and those in adjacent states EZ0912.which have been adjusted to the HARN may be as much as 5 EZ0912.decimeters. This will result in a significant loss of accuracy EZ0912.over lines crossing such state borders. EZ0912 EZ0912 EZ0912.The horizontal coordinates were established by classical geodetic methods EZ0912.and adjusted by the National Geodetic Survey in July 1986. EZ0912 EZ0912.The orthometric height was determined by differential leveling EZ0912.and adjusted by the National Geodetic Survey in September 1998. EZ0912.WARNING-Repeat measurements at this control monument indicate possible EZ0912.vertical movement. EZ0912 EZ0912.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0912 EZ0912.The geoid height was determined by GEOID03. EZ0912 EZ0912.The dynamic height is computed by dividing the NAVD 88 EZ0912.geopotential number by the normal gravity value computed on the EZ0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0912.degrees latitude (g = 980.6199 gals.). EZ0912 EZ0912.The modeled gravity was interpolated from observed gravity values. EZ0912 EZ0912; North East Units Scale Factor Converg. EZ0912;SPC NC - 233,119.591 645,259.571 MT 0.99992714 +0 13 40.3 EZ0912;SPC NC - 764,826.52 2,116,989.11 sFT 0.99992714 +0 13 40.3 EZ0912;UTM 17 - 3,970,049.948 716,260.847 MT 1.00017633 +1 24 11.2 EZ0912 EZ0912! - Elev Factor x Scale Factor = Combined Factor EZ0912!SPC NC - 0.99998943 x 0.99992714 = 0.99991658 EZ0912!UTM 17 - 0.99998943 x 1.00017633 = 1.00016576 EZ0912 EZ0912 SUPERSEDED SURVEY CONTROL EZ0912 EZ0912 NAD 27 - 35 51 02.40732(N) 078 36 19.81086(W) AD( ) 2 EZ0912 NAVD 88 (06/15/91) 100.195 (m) 328.72 (f) UNKNOWN 1 2 EZ0912 NGVD 29 (03/05/92) 100.471 (m) 329.63 (f) ADJUSTED 1 2 EZ0912 EZ0912.Superseded values are not recommended for survey control. EZ0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0912.See file dsdata.txt to determine how the superseded data were derived. EZ0912 EZ0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1626170050(NAD 83) EZ0912_MARKER: DE = TRAVERSE STATION DISK EZ0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0912_SP_SET: CONCRETE POST EZ0912_STAMPING: TOWN 1972 EZ0912_MARK LOGO: NCGS EZ0912_PROJECTION: FLUSH EZ0912_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0912+STABILITY: SURFACE MOTION EZ0912 EZ0912 HISTORY - Date Condition Report By EZ0912 HISTORY - 1972 MONUMENTED NCGS EZ0912 HISTORY - 1972 GOOD NCGS EZ0912 HISTORY - 1980 GOOD NCGS EZ0912 HISTORY - 1984 GOOD NCGS EZ0912 HISTORY - 1984 GOOD NCGS EZ0912 HISTORY - 19870101 GOOD NCGS EZ0912 HISTORY - 19931013 GOOD NCGS EZ0912 EZ0912 STATION DESCRIPTION EZ0912 EZ0912'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ0912'TOWN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0912'VICINITY OF MILLBROOK, RALEIGH, NORTH CAROLINA. EZ0912' EZ0912'TOWN IS LOCATED APPROXIMATELY IN MILLBROOK, AND 5.3 MILES NNE OF EZ0912'CAPITOL SQUARE IN RALEIGH. STATION IS IN THE SE QUAD. OF EZ0912'INTERSECTION OF WAKE FOREST ROAD (SR 2030) AND MILLBROOK ROAD (E) (SR EZ0912'2108), IN CENTER OF MILLBROOK. EZ0912' EZ0912'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED TOWN EZ0912'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EZ0912'FLUSH WITH THE GROUND. EZ0912' EZ0912'MARK IS EZ0912'19.6 FEET SE OF A C/L OF WAKE FOREST RD. EZ0912'65.5 FEET SW OF A C/L OF MILLBROOK RD. (E). EZ0912'69.3 FEET NE OF ALUMINUM REF. TAG ON PP NO. 78. EZ0912'38.5 FEET SW OF ALUMINUM TAG ON PP. EZ0912'3.0 FEET SE OF THE TOP OF A FLUSH CONCRETE WALL ALONG DITCH EZ0912'BANK. EZ0912 EZ0912 STATION RECOVERY (1972) EZ0912 EZ0912'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0912'IN MILLBROOK. EZ0912'TOWN IS LOCATED IN MILLBROOK, AND 5.3 MILES NNE OF CAPITOL SQUARE EZ0912'IN RALEIGH. STATION IS IN THE SE QUADRANT OF INTERSECTION OF WAKE EZ0912'FOREST ROAD (SR 2030) AND MILLBROOK ROAD (E) (SR 2108), 19.6 FT EZ0912'SE OF C/L OF WAKE FOREST ROAD, 65.5 FT SW OF C/L OF MILLBROOK EZ0912'ROAD (E), 69.3 FT NE OF ALUMINUM REF. TAG ON PP 78, 38.5 FT SW EZ0912'OF ALUMINUM REF. TAG ON PP, AND 3.0 FT SE OF THE TOP OF A FLUSH EZ0912'CONCRETE WALL ALONG DITCH BANK. DISK IS SET IN THE TOP OF A EZ0912'CONCRETE CYLINDER, SET FLUSH WITH THE GROUND. EZ0912 EZ0912 STATION RECOVERY (1980) EZ0912 EZ0912'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ0912'LOCATED 0.5 MILE WEST OF THE MILLBROOK POST OFFICE ALONG SR 2108 EZ0912'(MILLBROOK ROAD) IN THE SOUTHEAST QUADRANT OF THE T INTERSECTION EZ0912'WITH SR 2030 (OLD WAKE FOREST ROAD), 19.6 FEET SOUTHEAST OF EZ0912'CENTERLINE OF SR 2030, 65.5 FEET SOUTHWEST OF CENTERLINE OF EZ0912'SR 2108, 69.3 FEET NORTHEAST OF POWER POLE 78 WITH REFERENCE TAG, EZ0912'38.9 FEET SOUTHWEST OF POWER POLE WITH REFERENCE TAG AND 2.5 FEET EZ0912'SOUTHEAST OF TOP OF CONCRETE WALL. EZ0912'THE MARK IS 2 FT ABOVE ROAD. EZ0912 EZ0912 STATION RECOVERY (1984) EZ0912 EZ0912'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ0912'THE STATION WAS RECOVERED AT THIS DATE. EZ0912'STATION IS IN GOOD CONDITION AS DESCRIBED. EZ0912' EZ0912'NCGS EZ0912 EZ0912 STATION RECOVERY (1984) EZ0912 EZ0912'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ0912'RECOVERED IN GOOD CONDITION. EZ0912 EZ0912 STATION RECOVERY (1987) EZ0912 EZ0912'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ0912'RECOVERED AS DESCRIBED. EZ0912 EZ0912 STATION RECOVERY (1993) EZ0912 EZ0912'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB) EZ0912'RECOVERED AS DESCRIBED. MARK IS LOCATED AT THE INTERSECTION OF SR 2030 EZ0912'(WAKE FOREST ROAD) AND SR 2033, 67.0 FT (20.4 M) SOUTHWEST OF THE EZ0912'CENTERLINE OF A PAVED STREET--AND 36.9 FT (11.2 M) SOUTHWEST OF A EZ0912'POWER POLE, 71.5 FT (21.8 M) NORTHEAST OF A POWER POLE--BOTH WITH EZ0912'REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7500 *********************************************************************** AE7500 DESIGNATION - TP 1 AE7500 PID - AE7500 AE7500 STATE/COUNTY- NC/WAKE AE7500 USGS QUAD - RALEIGH EAST (1993) AE7500 AE7500 *CURRENT SURVEY CONTROL AE7500 ___________________________________________________________________ AE7500* NAD 83(1986)- 35 51 47.87964(N) 078 35 53.70987(W) ADJUSTED AE7500* NAVD 88 - 109.4 (meters) 359. (feet) VERTCON AE7500 ___________________________________________________________________ AE7500 LAPLACE CORR- -7.57 (seconds) DEFLEC99 AE7500 GEOID HEIGHT- -32.88 (meters) GEOID03 AE7500 AE7500 HORZ ORDER - SECOND AE7500 AE7500.The North Carolina HARNS have been completed but, AE7500.due to contractual restrictions, coordinates for these stations AE7500.will NOT be published in the near future. In the interim, the AE7500.published coordinates in North Carolina will not be AE7500.consistent with the Continuously Operating Reference Stations AE7500.(CORS). The HARN coordinates for these stations are available AE7500.upon request. Contact Gary Thompson(919-733-3836). AE7500. AE7500.In addition, the published North Carolina positions AE7500.(NAD 83 (1986)) are NOT consistent with those determined in AE7500.adjacent state readjustments. The discontinuity between stations AE7500.located in North Carolina and those in adjacent states AE7500.which have been adjusted to the HARN may be as much as 5 AE7500.decimeters. This will result in a significant loss of accuracy AE7500.over lines crossing such state borders. AE7500 AE7500 AE7500.The horizontal coordinates were established by classical geodetic methods AE7500.and adjusted by the National Geodetic Survey in February 1998. AE7500 AE7500.The NAVD 88 height was computed by applying the VERTCON shift value to AE7500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7500 AE7500.The Laplace correction was computed from DEFLEC99 derived deflections. AE7500 AE7500.The geoid height was determined by GEOID03. AE7500 AE7500; North East Units Scale Factor Converg. AE7500;SPC NC - 234,507.061 645,883.986 MT 0.99992944 +0 13 54.8 AE7500;SPC NC - 769,378.58 2,119,037.71 sFT 0.99992944 +0 13 54.8 AE7500;UTM 17 - 3,971,450.286 716,856.815 MT 1.00017951 +1 24 27.4 AE7500 AE7500! - Elev Factor x Scale Factor = Combined Factor AE7500!SPC NC - 0.99998799 x 0.99992944 = 0.99991743 AE7500!UTM 17 - 0.99998799 x 1.00017951 = 1.00016750 AE7500 AE7500 SUPERSEDED SURVEY CONTROL AE7500 AE7500 NGVD 29 (02/27/98) 109.7 (m) 360. (f) VERT ANG AE7500 AE7500.Superseded values are not recommended for survey control. AE7500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7500.See file dsdata.txt to determine how the superseded data were derived. AE7500 AE7500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1685771450(NAD 83) AE7500 AE7500 HISTORY - Date Condition Report By AE7500 HISTORY - 1987 FIRST OBSERVED NCGS AE7500 AE7500 STATION DESCRIPTION AE7500 AE7500'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7500'STATION IS LOCATED ABOUT 9.7 KM (6.00 MI) NORTH-NORTHEAST OF CAPITAL AE7500'SQUARE IN RALEIGH. AT THE ATLANTIC AVENUE AND LITCHFORD ROAD AE7500'INTERSECTION, IN THE SOUTHEAST QUADRANT. MARK IS A WOODEN HUB DRIVEN AE7500'IN THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7499 *********************************************************************** AE7499 DESIGNATION - TP 2 AE7499 PID - AE7499 AE7499 STATE/COUNTY- NC/WAKE AE7499 USGS QUAD - RALEIGH EAST (1993) AE7499 AE7499 *CURRENT SURVEY CONTROL AE7499 ___________________________________________________________________ AE7499* NAD 83(1986)- 35 51 52.36621(N) 078 35 49.59835(W) ADJUSTED AE7499* NAVD 88 - 108.5 (meters) 356. (feet) VERTCON AE7499 ___________________________________________________________________ AE7499 LAPLACE CORR- -7.59 (seconds) DEFLEC99 AE7499 GEOID HEIGHT- -32.88 (meters) GEOID03 AE7499 AE7499 HORZ ORDER - SECOND AE7499 AE7499.The North Carolina HARNS have been completed but, AE7499.due to contractual restrictions, coordinates for these stations AE7499.will NOT be published in the near future. In the interim, the AE7499.published coordinates in North Carolina will not be AE7499.consistent with the Continuously Operating Reference Stations AE7499.(CORS). The HARN coordinates for these stations are available AE7499.upon request. Contact Gary Thompson(919-733-3836). AE7499. AE7499.In addition, the published North Carolina positions AE7499.(NAD 83 (1986)) are NOT consistent with those determined in AE7499.adjacent state readjustments. The discontinuity between stations AE7499.located in North Carolina and those in adjacent states AE7499.which have been adjusted to the HARN may be as much as 5 AE7499.decimeters. This will result in a significant loss of accuracy AE7499.over lines crossing such state borders. AE7499 AE7499 AE7499.The horizontal coordinates were established by classical geodetic methods AE7499.and adjusted by the National Geodetic Survey in February 1998. AE7499 AE7499.The NAVD 88 height was computed by applying the VERTCON shift value to AE7499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7499 AE7499.The Laplace correction was computed from DEFLEC99 derived deflections. AE7499 AE7499.The geoid height was determined by GEOID03. AE7499 AE7499; North East Units Scale Factor Converg. AE7499;SPC NC - 234,645.750 645,986.569 MT 0.99992967 +0 13 57.1 AE7499;SPC NC - 769,833.60 2,119,374.27 sFT 0.99992967 +0 13 57.1 AE7499;UTM 17 - 3,971,591.086 716,956.556 MT 1.00018004 +1 24 30.0 AE7499 AE7499! - Elev Factor x Scale Factor = Combined Factor AE7499!SPC NC - 0.99998812 x 0.99992967 = 0.99991780 AE7499!UTM 17 - 0.99998812 x 1.00018004 = 1.00016816 AE7499 AE7499 SUPERSEDED SURVEY CONTROL AE7499 AE7499 NGVD 29 (02/27/98) 108.8 (m) 357. (f) VERT ANG AE7499 AE7499.Superseded values are not recommended for survey control. AE7499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7499.See file dsdata.txt to determine how the superseded data were derived. AE7499 AE7499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1695771591(NAD 83) AE7499 AE7499 HISTORY - Date Condition Report By AE7499 HISTORY - 1987 FIRST OBSERVED NCGS AE7499 AE7499 STATION DESCRIPTION AE7499 AE7499'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7499'STATION IS LOCATED ABOUT 3.8 MI (6.1 KM) NORTH-NORTHEAST OF THE AE7499'CAPITAL SQUARE IN RALEIGH. ALONG SR 2030 (OLD WAKE FOREST ROAD) FOR AE7499'1.2 MI (1.9 KM) SOUTHWEST FROM US 1 (CAPITAL BOULEVARD). MARK IS A AE7499'WOODEN HUB DRIVEN IN THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7503 *********************************************************************** AE7503 DESIGNATION - TP 3 AE7503 PID - AE7503 AE7503 STATE/COUNTY- NC/WAKE AE7503 USGS QUAD - RALEIGH EAST (1993) AE7503 AE7503 *CURRENT SURVEY CONTROL AE7503 ___________________________________________________________________ AE7503* NAD 83(1986)- 35 51 02.58254(N) 078 36 14.81353(W) ADJUSTED AE7503* NAVD 88 - 97.9 (meters) 321. (feet) VERTCON AE7503 ___________________________________________________________________ AE7503 LAPLACE CORR- -7.49 (seconds) DEFLEC99 AE7503 GEOID HEIGHT- -32.88 (meters) GEOID03 AE7503 AE7503 HORZ ORDER - SECOND AE7503 AE7503.The North Carolina HARNS have been completed but, AE7503.due to contractual restrictions, coordinates for these stations AE7503.will NOT be published in the near future. In the interim, the AE7503.published coordinates in North Carolina will not be AE7503.consistent with the Continuously Operating Reference Stations AE7503.(CORS). The HARN coordinates for these stations are available AE7503.upon request. Contact Gary Thompson(919-733-3836). AE7503. AE7503.In addition, the published North Carolina positions AE7503.(NAD 83 (1986)) are NOT consistent with those determined in AE7503.adjacent state readjustments. The discontinuity between stations AE7503.located in North Carolina and those in adjacent states AE7503.which have been adjusted to the HARN may be as much as 5 AE7503.decimeters. This will result in a significant loss of accuracy AE7503.over lines crossing such state borders. AE7503 AE7503 AE7503.The horizontal coordinates were established by classical geodetic methods AE7503.and adjusted by the National Geodetic Survey in February 1998. AE7503 AE7503.The NAVD 88 height was computed by applying the VERTCON shift value to AE7503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7503 AE7503.The Laplace correction was computed from DEFLEC99 derived deflections. AE7503 AE7503.The geoid height was determined by GEOID03. AE7503 AE7503; North East Units Scale Factor Converg. AE7503;SPC NC - 233,108.934 645,360.133 MT 0.99992712 +0 13 42.6 AE7503;SPC NC - 764,791.56 2,117,319.04 sFT 0.99992712 +0 13 42.6 AE7503;UTM 17 - 3,970,041.354 716,361.632 MT 1.00017687 +1 24 13.5 AE7503 AE7503! - Elev Factor x Scale Factor = Combined Factor AE7503!SPC NC - 0.99998980 x 0.99992712 = 0.99991692 AE7503!UTM 17 - 0.99998980 x 1.00017687 = 1.00016667 AE7503 AE7503|---------------------------------------------------------------------| AE7503| PID Reference Object Distance Geod. Az | AE7503| dddmmss.s | AE7503| EZ0786 MILLBROOK=F 20 58.743 METERS 08543 | AE7503| AE7483 HISTORIC 66.930 METERS 20618 | AE7503|---------------------------------------------------------------------| AE7503 AE7503 SUPERSEDED SURVEY CONTROL AE7503 AE7503 NGVD 29 (02/27/98) 98.2 (m) 322. (f) VERT ANG AE7503 AE7503.Superseded values are not recommended for survey control. AE7503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7503.See file dsdata.txt to determine how the superseded data were derived. AE7503 AE7503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1636270041(NAD 83) AE7503 AE7503 HISTORY - Date Condition Report By AE7503 HISTORY - 1987 FIRST OBSERVED NCGS AE7503 AE7503 STATION DESCRIPTION AE7503 AE7503'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7503'STATION IS LOCATED ABOUT 8.2 KM (5.10 MI) NORTH-NORTHEAST OF CAPITAL AE7503'SQUARE IN RALEIGH, IN MILLBROOK COMMUNITY. ALONG MILLBROOK ROAD FOR AE7503'0.2 KM (0.10 MI) WEST FROM ATLANTIC AVENUE, AT A RAILROAD CROSSING. AE7503'MARK IS A WOODEN HUB DRIVEN IN THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0971 *********************************************************************** EZ0971 DESIGNATION - TRAILER EZ0971 PID - EZ0971 EZ0971 STATE/COUNTY- NC/WAKE EZ0971 USGS QUAD - BAYLEAF (1987) EZ0971 EZ0971 *CURRENT SURVEY CONTROL EZ0971 ___________________________________________________________________ EZ0971* NAD 83(1986)- 35 53 38.13211(N) 078 37 44.05186(W) ADJUSTED EZ0971* NAVD 88 - 134.289 (meters) 440.58 (feet) ADJUSTED EZ0971 ___________________________________________________________________ EZ0971 LAPLACE CORR- -7.18 (seconds) DEFLEC99 EZ0971 GEOID HEIGHT- -32.66 (meters) GEOID03 EZ0971 DYNAMIC HT - 134.175 (meters) 440.21 (feet) COMP EZ0971 MODELED GRAV- 979,781.4 (mgal) NAVD 88 EZ0971 EZ0971 HORZ ORDER - SECOND EZ0971 VERT ORDER - SECOND CLASS 0 EZ0971 EZ0971.The North Carolina HARNS have been completed but, EZ0971.due to contractual restrictions, coordinates for these stations EZ0971.will NOT be published in the near future. In the interim, the EZ0971.published coordinates in North Carolina will not be EZ0971.consistent with the Continuously Operating Reference Stations EZ0971.(CORS). The HARN coordinates for these stations are available EZ0971.upon request. Contact Gary Thompson(919-733-3836). EZ0971. EZ0971.In addition, the published North Carolina positions EZ0971.(NAD 83 (1986)) are NOT consistent with those determined in EZ0971.adjacent state readjustments. The discontinuity between stations EZ0971.located in North Carolina and those in adjacent states EZ0971.which have been adjusted to the HARN may be as much as 5 EZ0971.decimeters. This will result in a significant loss of accuracy EZ0971.over lines crossing such state borders. EZ0971 EZ0971 EZ0971.The horizontal coordinates were established by classical geodetic methods EZ0971.and adjusted by the National Geodetic Survey in July 1986. EZ0971 EZ0971.The orthometric height was determined by differential leveling EZ0971.and adjusted by the National Geodetic Survey in June 1991. EZ0971 EZ0971.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0971 EZ0971.The geoid height was determined by GEOID03. EZ0971 EZ0971.The dynamic height is computed by dividing the NAVD 88 EZ0971.geopotential number by the normal gravity value computed on the EZ0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0971.degrees latitude (g = 980.6199 gals.). EZ0971 EZ0971.The modeled gravity was interpolated from observed gravity values. EZ0971 EZ0971; North East Units Scale Factor Converg. EZ0971;SPC NC - 237,894.159 643,103.172 MT 0.99993528 +0 12 51.1 EZ0971;SPC NC - 780,491.09 2,109,914.32 sFT 0.99993528 +0 12 51.1 EZ0971;UTM 17 - 3,974,780.390 714,006.382 MT 1.00016437 +1 23 26.4 EZ0971 EZ0971! - Elev Factor x Scale Factor = Combined Factor EZ0971!SPC NC - 0.99998405 x 0.99993528 = 0.99991933 EZ0971!UTM 17 - 0.99998405 x 1.00016437 = 1.00014842 EZ0971 EZ0971: Primary Azimuth Mark Grid Az EZ0971:SPC NC - CHARLES 275 12 49.5 EZ0971:UTM 17 - CHARLES 274 02 14.2 EZ0971 EZ0971|---------------------------------------------------------------------| EZ0971| PID Reference Object Distance Geod. Az | EZ0971| dddmmss.s | EZ0971| EZ0847 FLOYD 299.177 METERS 15216 | EZ0971| EZ3146 CHARLES APPROX. 1.0 KM 2752540.6 | EZ0971|---------------------------------------------------------------------| EZ0971 EZ0971 SUPERSEDED SURVEY CONTROL EZ0971 EZ0971 NAD 27 - 35 53 37.60621(N) 078 37 45.04367(W) AD( ) 2 EZ0971 NGVD 29 (??/??/92) 134.57 (m) 441.5 (f) COMPUTED 2 0 EZ0971 EZ0971.Superseded values are not recommended for survey control. EZ0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0971.See file dsdata.txt to determine how the superseded data were derived. EZ0971 EZ0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1400674780(NAD 83) EZ0971_MARKER: DE = TRAVERSE STATION DISK EZ0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0971_STAMPING: TRAILER 1965 EZ0971_MAGNETIC: N = NO MAGNETIC MATERIAL EZ0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0971+STABILITY: SURFACE MOTION EZ0971 EZ0971 HISTORY - Date Condition Report By EZ0971 HISTORY - 1965 MONUMENTED NCGS EZ0971 HISTORY - 1973 GOOD NCGS EZ0971 HISTORY - 1985 MARK NOT FOUND NCGS EZ0971 HISTORY - 1985 MARK NOT FOUND NCGS EZ0971 HISTORY - 1987 MARK NOT FOUND USPSQD EZ0971 EZ0971 STATION DESCRIPTION EZ0971 EZ0971'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ0971'TRAILER IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ0971'ESTABLISHED IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ0971' EZ0971'TRAILER IS 7.8 MILES N OF RALEIGH. LOCATED 1.5 MILES ESE EZ0971'ALONG SR 1829 FROM SR 1005 AT SIX FORKS. 0.2 MILES NW OF SR EZ0971'2000 AND ON TOP OF DITCH BANK. EZ0971' EZ0971'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0971'TRAILER 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ0971'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0971' EZ0971'MARK IS EZ0971' EZ0971'31.2 FT N OF C/L OF SR 1829 EZ0971' EZ0971'22.0 FT N OF SR 1829 WITH YELLOW ARROW PAINTED ON ROAD EZ0971' EZ0971'12.0 FT W OF C/L OF DIRT DRIVE EZ0971' EZ0971'72.0 FT SE OF 14 INCH OAK WITH ALUMINUM REF. TAG EZ0971' EZ0971'54.1 FT S OF 20 INCH OAK WITH ALUMINUM REF. TAG AND LIGHT EZ0971' EZ0971'71.6 FT SSW OF 18 INCH OAK WITH ALUMINUM REF. TAG EZ0971' EZ0971'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ0971 EZ0971 STATION RECOVERY (1973) EZ0971 EZ0971'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0971'3.3 MI NNW FROM MILLBROOK. EZ0971'TRAILER IS LOCATED APPROXIMATELY 7.9 MILES NORTH OF CAPITOL SQUARE EZ0971'IN RALEIGH. TO REACH STATION FROM INTERSECTION OF SR 1829 WITH EZ0971'SR 1005 AT SIX FORKS, PROCEED EAST ALONG SR 1829 FOR 1.45 MILES EZ0971'TO STATION ON LEFT AT A DRIVE LEADING EAST, 0.2 MILES NW OF EZ0971'INTERSECTION OF SR 1829 WITH SR 2000 (FALLS OF NEUSE ROAD), EZ0971'29.8 FT NNE OF C/L OF SR 1829, 7.0 FT NW OF C/L OF DIRT DRIVE EAST, EZ0971'53.7 FT SOUTH OF 24 IN OAK W/LIGHT AND WITH ALUMINUM REF. TAG, EZ0971'71.6 FT SE OF 24 IN OAK W/ALUMINUM REF. TAG, AND 76.9 FT SW OF EZ0971'26 IN OAK W/ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER, EZ0971'FLUSH WITH THE SURFACE OF THE GROUND. EZ0971 EZ0971 STATION RECOVERY (1985) EZ0971 EZ0971'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0971'THE STATION NOT RECOVERED AT THIS DATE. EZ0971'STATION SEARCHED FOR BUT NOT FOUND. PROBABLY DESTROYED BY GRADING EZ0971'FOR NEW WATER LINE. EZ0971' EZ0971'NCGS EZ0971 EZ0971 STATION RECOVERY (1985) EZ0971 EZ0971'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 EZ0971'THE STATION NOT RECOVERED AT THIS DATE. EZ0971 EZ0971 STATION RECOVERY (1987) EZ0971 EZ0971'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ0971'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7333 *********************************************************************** AE7333 DESIGNATION - TRAILING AE7333 PID - AE7333 AE7333 STATE/COUNTY- NC/WAKE AE7333 USGS QUAD - BAYLEAF (1987) AE7333 AE7333 *CURRENT SURVEY CONTROL AE7333 ___________________________________________________________________ AE7333* NAD 83(1986)- 35 54 01.22168(N) 078 42 57.19441(W) ADJUSTED AE7333* NAVD 88 - 142.5 (meters) 468. (feet) VERTCON AE7333 ___________________________________________________________________ AE7333 LAPLACE CORR- -7.50 (seconds) DEFLEC99 AE7333 GEOID HEIGHT- -32.28 (meters) GEOID03 AE7333 AE7333 HORZ ORDER - SECOND AE7333 AE7333.The North Carolina HARNS have been completed but, AE7333.due to contractual restrictions, coordinates for these stations AE7333.will NOT be published in the near future. In the interim, the AE7333.published coordinates in North Carolina will not be AE7333.consistent with the Continuously Operating Reference Stations AE7333.(CORS). The HARN coordinates for these stations are available AE7333.upon request. Contact Gary Thompson(919-733-3836). AE7333. AE7333.In addition, the published North Carolina positions AE7333.(NAD 83 (1986)) are NOT consistent with those determined in AE7333.adjacent state readjustments. The discontinuity between stations AE7333.located in North Carolina and those in adjacent states AE7333.which have been adjusted to the HARN may be as much as 5 AE7333.decimeters. This will result in a significant loss of accuracy AE7333.over lines crossing such state borders. AE7333 AE7333 AE7333.The horizontal coordinates were established by classical geodetic methods AE7333.and adjusted by the National Geodetic Survey in March 1998. AE7333 AE7333.The NAVD 88 height was computed by applying the VERTCON shift value to AE7333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7333 AE7333.The Laplace correction was computed from DEFLEC99 derived deflections. AE7333 AE7333.The geoid height was determined by GEOID03. AE7333 AE7333; North East Units Scale Factor Converg. AE7333;SPC NC - 238,579.849 635,248.395 MT 0.99993654 +0 09 50.3 AE7333;SPC NC - 782,740.72 2,084,144.11 sFT 0.99993654 +0 09 50.3 AE7333;UTM 17 - 3,975,304.813 706,137.549 MT 1.00012363 +1 20 23.4 AE7333 AE7333! - Elev Factor x Scale Factor = Combined Factor AE7333!SPC NC - 0.99998270 x 0.99993654 = 0.99991925 AE7333!UTM 17 - 0.99998270 x 1.00012363 = 1.00010633 AE7333 AE7333 SUPERSEDED SURVEY CONTROL AE7333 AE7333 NGVD 29 (03/10/98) 142.7 (m) 468. (f) VERT ANG AE7333 AE7333.Superseded values are not recommended for survey control. AE7333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7333.See file dsdata.txt to determine how the superseded data were derived. AE7333 AE7333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0613875305(NAD 83) AE7333_MARKER: DH = HORIZONTAL CONTROL DISK AE7333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7333_STAMPING: TRAILING 1986 AE7333_MARK LOGO: NCGS AE7333_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7333+STABILITY: SURFACE MOTION AE7333 AE7333 HISTORY - Date Condition Report By AE7333 HISTORY - 1986 MONUMENTED NCGS AE7333 AE7333 STATION DESCRIPTION AE7333 AE7333'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7333'STATION IS LOCATED ABOUT 15.1 KM (9.40 MI) NORTH-NORTHWEST OF CAPITOL AE7333'SQUARE (IN RALEIGH), IN LEESVILLE COMMUNITY. PROCEED ALONG SR 1822 AE7333'(LEESVILLE ROAD) FOR 1.8 KM (1.10 MI) SOUTH FROM THE T-JUNCTION OF AE7333'LEESVILLE AND STRICKLAND ROADS TO SR 1800 (ONEAL ROAD) THENCE 0.8 KM AE7333'(0.50 MI) NORTHEAST TO SR 3257 (WOODYHILL ROAD), THENCE 0.1 KM (0.05 AE7333'MI) NORTH TO SR 3387 (TRAILING CEDAR DRIVE), AND THE STATION, IN THE AE7333'SOUTHWEST QUADRANT, UNDER A TRANSMISSION LINE. MARK IS RECESSED 2 AE7333'INCHES BELOW GROUND AND IS 1 FOOT (0.3 M) HIGHER THAN THE ROAD. AE7333'LOCATED 19.8 M (65.0 FT) WEST-SOUTHWEST OF THE CENTERLINE OF WOODYHILL AE7333'ROAD, 21.9 M (71.9 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF TRAILING AE7333'CEDAR DRIVE, 33.1 M (108.6 FT) SOUTHWEST OF THE SOUTH END OF A AE7333'CONCRETE DRIVE CULVERT--AND 6.4 M (21.0 FT) NORTH-NORTHWEST OF THE AE7333'WEST MOST TRANSMISSION POLE, 9.2 M (30.2 FT) WEST-NORTHWEST OF THE AE7333'EAST MOST TRANSMISSION POLE--BOTH WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2399 *********************************************************************** EZ2399 DESIGNATION - TRANSMIT EZ2399 PID - EZ2399 EZ2399 STATE/COUNTY- NC/WAKE EZ2399 USGS QUAD - BUNN WEST (1973) EZ2399 EZ2399 *CURRENT SURVEY CONTROL EZ2399 ___________________________________________________________________ EZ2399* NAD 83(1986)- 35 54 12.22808(N) 078 22 10.95986(W) ADJUSTED EZ2399* NAVD 88 - 87.203 (meters) 286.10 (feet) ADJUSTED EZ2399 ___________________________________________________________________ EZ2399 LAPLACE CORR- -5.91 (seconds) DEFLEC99 EZ2399 GEOID HEIGHT- -33.70 (meters) GEOID03 EZ2399 DYNAMIC HT - 87.126 (meters) 285.85 (feet) COMP EZ2399 MODELED GRAV- 979,760.0 (mgal) NAVD 88 EZ2399 EZ2399 HORZ ORDER - SECOND EZ2399 VERT ORDER - SECOND CLASS II EZ2399 EZ2399.The North Carolina HARNS have been completed but, EZ2399.due to contractual restrictions, coordinates for these stations EZ2399.will NOT be published in the near future. In the interim, the EZ2399.published coordinates in North Carolina will not be EZ2399.consistent with the Continuously Operating Reference Stations EZ2399.(CORS). The HARN coordinates for these stations are available EZ2399.upon request. Contact Gary Thompson(919-733-3836). EZ2399. EZ2399.In addition, the published North Carolina positions EZ2399.(NAD 83 (1986)) are NOT consistent with those determined in EZ2399.adjacent state readjustments. The discontinuity between stations EZ2399.located in North Carolina and those in adjacent states EZ2399.which have been adjusted to the HARN may be as much as 5 EZ2399.decimeters. This will result in a significant loss of accuracy EZ2399.over lines crossing such state borders. EZ2399 EZ2399 EZ2399.The horizontal coordinates were established by classical geodetic methods EZ2399.and adjusted by the National Geodetic Survey in July 1986. EZ2399 EZ2399.The orthometric height was determined by differential leveling EZ2399.and adjusted by the National Geodetic Survey in June 1991. EZ2399 EZ2399.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2399 EZ2399.The geoid height was determined by GEOID03. EZ2399 EZ2399.The dynamic height is computed by dividing the NAVD 88 EZ2399.geopotential number by the normal gravity value computed on the EZ2399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2399.degrees latitude (g = 980.6199 gals.). EZ2399 EZ2399.The modeled gravity was interpolated from observed gravity values. EZ2399 EZ2399; North East Units Scale Factor Converg. EZ2399;SPC NC - 239,062.978 666,495.664 MT 0.99993715 +0 21 49.6 EZ2399;SPC NC - 784,325.79 2,186,661.19 sFT 0.99993715 +0 21 49.6 EZ2399;UTM 17 - 3,976,430.330 737,376.726 MT 1.00029438 +1 32 35.4 EZ2399 EZ2399! - Elev Factor x Scale Factor = Combined Factor EZ2399!SPC NC - 0.99999160 x 0.99993715 = 0.99992875 EZ2399!UTM 17 - 0.99999160 x 1.00029438 = 1.00028598 EZ2399 EZ2399 SUPERSEDED SURVEY CONTROL EZ2399 EZ2399 NAD 27 - 35 54 11.67447(N) 078 22 11.96749(W) AD( ) 2 EZ2399 NGVD 29 (??/??/92) 87.484 (m) 287.02 (f) ADJ UNCH 2 2 EZ2399 EZ2399.Superseded values are not recommended for survey control. EZ2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2399.See file dsdata.txt to determine how the superseded data were derived. EZ2399 EZ2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3737776430(NAD 83) EZ2399_MARKER: DE = TRAVERSE STATION DISK EZ2399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2399_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2399_STAMPING: TRANSMIT 1976 EZ2399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2399+STABILITY: SURFACE MOTION EZ2399 EZ2399 HISTORY - Date Condition Report By EZ2399 HISTORY - 1976 MONUMENTED NCGS EZ2399 HISTORY - 1976 GOOD NCGS EZ2399 EZ2399 STATION DESCRIPTION EZ2399 EZ2399'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2399'TRANSMIT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2399'IN THE VICINITY OF ROLESVILLE, NORTH CAROLINA. EZ2399' EZ2399'TRANSMIT IS LOCATED APPROXIMATELY 5.1 MILES ESE OF ROLESVILLE EZ2399'AND 6.3 MILES NNW OF ZEBULON. TO REACH STATION FROM INTERSECTION EZ2399'OF NC 96 WITH U.S. 401, 2.7 MILES NORTHEAST OF ROLESVILLE, PROCEED EZ2399'SOUTHEAST ALONG NC 96 FOR 4.35 MILES TO STATION ON LEFT, NEAR EZ2399'WOODS LINE AND SOUTH OF SIX OVERHEAD TRANSMISSION LINES AND 0.55 EZ2399'MILE SOUTHEAST OF T INTERSECTION WITH SR 2313 (E). EZ2399' EZ2399'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2399'TRANSMIT 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2399'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2399' EZ2399'MARK IS 63.5 FT ENE OF C/L OF NC 96 EZ2399' EZ2399'11.5 FT SSW OF 10 INCH PINE WITH ALUMINUM REF. TAG EZ2399' EZ2399'198.1 FT SSE OF CENTER OF OVERHEAD TRANSMISSION LINES EZ2399' EZ2399'87.5 FT SE OF CENTER OF TOP OF EAST CONCRETE CULVERT HEADWALL EZ2399' EZ2399'114.8 FT ESE OF CENTER OF TOP OF WEST CONCRETE CULVERT HEADWALL EZ2399' EZ2399'118.3 FT NNW OF POWER POLE WITH ALUMINUM REF. TAG EZ2399 EZ2399 STATION RECOVERY (1976) EZ2399 EZ2399'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2399'5.1 MI ESE FROM ROLESVILLE. EZ2399'TO REACH STATION FROM INTERSECTION OF NC 96 WITH US 401 NORTHEAST OF EZ2399'ROLESVILLE, PROCEED SOUTHEAST ALONG NC 96 FOR 4.35 MILES TO STATION ON EZ2399'LEFT, NEAR WOODS LINE AND SOUTH OF SIX OVERHEAD TRANSMISSION LINES, EZ2399'0.55 MILE SOUTHEAST OF T INTERSECTION WITH SR 2313 (E). 63.5 FT. ENE EZ2399'OF CENTERLINE OF NC 96, 11.5 FT. SSW OF 10 INCH PINE WITH ALUMINUM EZ2399'REF. TAG, 198.1 FT. SSE OF CENTER OF OVERHEAD TRANSMISSION LINES, 87.5 EZ2399'FT. SE OF CENTER OF TOP OF EAST CONCRETE CULVERT HEADWALL, 114.8 FT. EZ2399'ESE OF CENTER OF TOP OF WEST CONCRETE HEADWALL AND 118.3 FT. NNW OF EZ2399'POWER POLE WITH ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER, EZ2399'FLUSH WITH THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY1964 *********************************************************************** FY1964 DESIGNATION - TRASH FY1964 PID - FY1964 FY1964 STATE/COUNTY- NC/WAKE FY1964 USGS QUAD - CREEDMOOR (1990) FY1964 FY1964 *CURRENT SURVEY CONTROL FY1964 ___________________________________________________________________ FY1964* NAD 83(1986)- 36 02 10.36588(N) 078 41 55.87372(W) ADJUSTED FY1964* NAVD 88 - 115.144 (meters) 377.77 (feet) ADJUSTED FY1964 ___________________________________________________________________ FY1964 LAPLACE CORR- -6.20 (seconds) DEFLEC99 FY1964 GEOID HEIGHT- -32.02 (meters) GEOID03 FY1964 DYNAMIC HT - 115.050 (meters) 377.46 (feet) COMP FY1964 MODELED GRAV- 979,813.1 (mgal) NAVD 88 FY1964 FY1964 HORZ ORDER - SECOND FY1964 VERT ORDER - SECOND CLASS I FY1964 FY1964.The North Carolina HARNS have been completed but, FY1964.due to contractual restrictions, coordinates for these stations FY1964.will NOT be published in the near future. In the interim, the FY1964.published coordinates in North Carolina will not be FY1964.consistent with the Continuously Operating Reference Stations FY1964.(CORS). The HARN coordinates for these stations are available FY1964.upon request. Contact Gary Thompson(919-733-3836). FY1964. FY1964.In addition, the published North Carolina positions FY1964.(NAD 83 (1986)) are NOT consistent with those determined in FY1964.adjacent state readjustments. The discontinuity between stations FY1964.located in North Carolina and those in adjacent states FY1964.which have been adjusted to the HARN may be as much as 5 FY1964.decimeters. This will result in a significant loss of accuracy FY1964.over lines crossing such state borders. FY1964 FY1964 FY1964.The horizontal coordinates were established by classical geodetic methods FY1964.and adjusted by the National Geodetic Survey in July 1986. FY1964 FY1964.The orthometric height was determined by differential leveling FY1964.and adjusted by the National Geodetic Survey in June 1991. FY1964 FY1964.The Laplace correction was computed from DEFLEC99 derived deflections. FY1964 FY1964.The geoid height was determined by GEOID03. FY1964 FY1964.The dynamic height is computed by dividing the NAVD 88 FY1964.geopotential number by the normal gravity value computed on the FY1964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FY1964.degrees latitude (g = 980.6199 gals.). FY1964 FY1964.The modeled gravity was interpolated from observed gravity values. FY1964 FY1964; North East Units Scale Factor Converg. FY1964;SPC NC - 253,659.867 636,740.293 MT 0.99996620 +0 10 25.7 FY1964;SPC NC - 832,215.75 2,089,038.78 sFT 0.99996620 +0 10 25.7 FY1964;UTM 17 - 3,990,414.973 707,319.282 MT 1.00012963 +1 21 15.3 FY1964 FY1964! - Elev Factor x Scale Factor = Combined Factor FY1964!SPC NC - 0.99998695 x 0.99996620 = 0.99995315 FY1964!UTM 17 - 0.99998695 x 1.00012963 = 1.00011658 FY1964 FY1964|---------------------------------------------------------------------| FY1964| PID Reference Object Distance Geod. Az | FY1964| dddmmss.s | FY1964| FY1965 GREEN 325.320 METERS 18207 | FY1964|---------------------------------------------------------------------| FY1964 FY1964 SUPERSEDED SURVEY CONTROL FY1964 FY1964 NAD 27 - 36 02 09.83291(N) 078 41 56.85624(W) AD( ) 2 FY1964 NGVD 29 (03/05/92) 115.413 (m) 378.65 (f) ADJUSTED 2 1 FY1964 FY1964.Superseded values are not recommended for survey control. FY1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY1964.See file dsdata.txt to determine how the superseded data were derived. FY1964 FY1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0731990415(NAD 83) FY1964_MARKER: DE = TRAVERSE STATION DISK FY1964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY1964_SP_SET: CONCRETE POST FY1964_STAMPING: TRASH 1970 FY1964_MARK LOGO: NCGS FY1964_PROJECTION: FLUSH FY1964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY1964+STABILITY: SURFACE MOTION FY1964_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FY1964+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2004 FY1964 FY1964 HISTORY - Date Condition Report By FY1964 HISTORY - 1970 MONUMENTED NCGS FY1964 HISTORY - 1977 GOOD NCGS FY1964 HISTORY - 1977 GOOD NCGS FY1964 HISTORY - 1985 GOOD USPSQD FY1964 HISTORY - 1987 GOOD USPSQD FY1964 HISTORY - 1987 GOOD USPSQD FY1964 HISTORY - 1987 GOOD USPSQD FY1964 HISTORY - 20041121 GOOD USPSQD FY1964 FY1964 STATION DESCRIPTION FY1964 FY1964'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) FY1964'TRASH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FY1964'THE VICINITY OF NORTHWEST WAKE COUNTY. FY1964' FY1964'TRASH IS LOCATED APPROXIMATELY 18.0 MILES NORTH OF RALEIGH AND FY1964'11.3 MILES WNW OF WAKE FOREST. TO REACH STATION PROCEED FROM THE FY1964'INTERSECTION OF NC 98 AND NC 50 APPROXIMATELY 14 MILES NORTH OF FY1964'RALEIGH, GO NORTH ON NC 50 FOR 1.9 MILES TO BRIDGE OVER NEUSE FY1964'RIVER, CONTINUE NORTH ON NC 50 FOR 1.55 MILES TO STATION ON LEFT, FY1964'ON TOP OF HIGHEST RIDGE. STATION IS 1.75 MILES SOUTH OF FY1964'INTERSECTION OF NC 50 AND SR 1900. FY1964' FY1964'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED TRASH FY1964'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FY1964'FLUSH WITH THE SURFACE OF THE GROUND. FY1964' FY1964'MARK IS FY1964'68.1 FEET W OF C/L OF NC 50. FY1964'82.0 FEET S OF C/L OF FARM ROAD. FY1964'16.3 FEET W OF ALUMINUM REF. TAG ON PP. FY1964'31.8 FEET NNE OF ALUMINUM REF. TAG ON 10 INCH PINE TREE. FY1964'26.0 FEET ESE OF ALUMINUM REF. TAG ON 6 INCH PINE TREE. FY1964'44.8 FEET SSE OF ALUMINUM REF. TAG ON 12 INCH PINE TREE. FY1964'98.5 FEET SSW OF CORPS OF ENGINEERS MONUMENT NO. FN-31. FY1964 FY1964 STATION RECOVERY (1977) FY1964 FY1964'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (HGG) FY1964'THE STATION WAS RECOVERED IN GOOD CONDITION. A COMPLETE NEW FY1964'DESCRIPTION FOLLOWS. FY1964' FY1964'THE STATION IS LOCATED APPROXIMATELY 6.0 MILES SOUTH OF CREEDMOOR. FY1964' FY1964'TO REACH THE STATION FROM THE NC 50 BRIDGE OVER THE NEUSE RIVER NORTH FY1964'OF RALEIGH, PROCEED NORTH ALONG NC 50 FOR 1.55 MILES TO CREST OF HILL FY1964'AND DIRT ROAD ON LEFT LEADING TO TRASH PILE AND STATION ON TOP OF HILL FY1964'AND SOUTH SIDE OF DIRT ROAD. FY1964' FY1964'STATION MARK IS A STANDARD DISK STAMPED---TRASH 1970---, SET IN THE FY1964'TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. FY1964'THE MARK IS 68.1 FEET WEST-NORTHWEST OF THE CENTERLINE OF NC 50, 82.0 FY1964'FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF FARM ROAD, 15.5 FEET WEST- FY1964'NORTHWEST OF POWER POLE WITH REFERENCE TAG, 31.2 FEET NORTH-NORTHEAST FY1964'OF 10 INCH PINE WITH REFERENCE TAG, 25.5 FEET EAST-SOUTHEAST OF 6 INCH FY1964'PINE WITH REFERENCE TAG, 44.8 FEET SOUTH-SOUTHEAST OF 12 INCH PINE FY1964'WITH REFERENCE TAG AND 98.5 FEET SOUTHWEST OF CORPS OF ENGINEERS FY1964'MONUMENT FN-31. FY1964 FY1964 STATION RECOVERY (1977) FY1964 FY1964'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 FY1964'6.0 MI SOUTH FROM CREEDMOOR. FY1964'TO REACH STATION FROM THE NC 50 BRIDGE OVER THE NEUSE RIVER NORTH OF FY1964'RALEIGH, PROCEED NORTH ALONG NC 50 FOR 1.55 MILES TO CREST OF HILL AND FY1964'DIRT ROAD ON LEFT LEADING TO TRASH PILE AND STATION ON TOP OF HILL AND FY1964'SOUTH SIDE OF DIRT ROAD, 68.1 FT. WEST NORTHWEST OF CENTERLINE OF NC FY1964'50, 82.0 FT. SOUTH SOUTHWEST OF CENTERLINE OF FARM ROAD, 15.5 FT. WEST FY1964'NORTHWEST OF POWER POLE WITH ALUMINUM REF. TAG, 31.2 FT. NORTH FY1964'NORTHEAST OF 10 INCH PINE WITH ALUMINUM REF. TAG, 25.5 FT. EAST FY1964'SOUTHEAST OF 6 INCH PINE WITH ALUMINUM REF. TAG, 44.8 FT. SOUTH FY1964'SOUTHEAST OF 12 INCH PINE WITH ALUMINUM REF. TAG AND 98.5 FT. FY1964'SOUTHWEST OF CORPS OF ENGINEERS MONUMENT NUMBER FN 31. FY1964 FY1964 STATION RECOVERY (1985) FY1964 FY1964'RECOVERY NOTE BY US POWER SQUADRON 1985 (JTS) FY1964'RECOVERED IN GOOD CONDITION. FY1964 FY1964 STATION RECOVERY (1987) FY1964 FY1964'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS) FY1964'RECOVERED IN GOOD CONDITION. FY1964 FY1964 STATION RECOVERY (1987) FY1964 FY1964'RECOVERY NOTE BY US POWER SQUADRON 1987 (SM) FY1964'RECOVERED IN GOOD CONDITION. FY1964 FY1964 STATION RECOVERY (1987) FY1964 FY1964'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) FY1964'RECOVERED IN GOOD CONDITION. FY1964 FY1964 STATION RECOVERY (2004) FY1964 FY1964'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) FY1964'RECOVERED AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5081 *********************************************************************** EZ5081 DESIGNATION - TREE EZ5081 PID - EZ5081 EZ5081 STATE/COUNTY- NC/WAKE EZ5081 USGS QUAD - RALEIGH EAST (1993) EZ5081 EZ5081 *CURRENT SURVEY CONTROL EZ5081 ___________________________________________________________________ EZ5081* NAD 83(1986)- 35 49 22.86180(N) 078 36 54.74903(W) ADJUSTED EZ5081* NAVD 88 - 91.2 (meters) 299. (feet) VERTCON EZ5081 ___________________________________________________________________ EZ5081 LAPLACE CORR- -7.48 (seconds) DEFLEC99 EZ5081 GEOID HEIGHT- -32.91 (meters) GEOID03 EZ5081 EZ5081 HORZ ORDER - SECOND EZ5081 EZ5081.The North Carolina HARNS have been completed but, EZ5081.due to contractual restrictions, coordinates for these stations EZ5081.will NOT be published in the near future. In the interim, the EZ5081.published coordinates in North Carolina will not be EZ5081.consistent with the Continuously Operating Reference Stations EZ5081.(CORS). The HARN coordinates for these stations are available EZ5081.upon request. Contact Gary Thompson(919-733-3836). EZ5081. EZ5081.In addition, the published North Carolina positions EZ5081.(NAD 83 (1986)) are NOT consistent with those determined in EZ5081.adjacent state readjustments. The discontinuity between stations EZ5081.located in North Carolina and those in adjacent states EZ5081.which have been adjusted to the HARN may be as much as 5 EZ5081.decimeters. This will result in a significant loss of accuracy EZ5081.over lines crossing such state borders. EZ5081 EZ5081 EZ5081.The horizontal coordinates were established by classical geodetic methods EZ5081.and adjusted by the National Geodetic Survey in July 1986. EZ5081 EZ5081.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5081 EZ5081.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5081 EZ5081.The geoid height was determined by GEOID03. EZ5081 EZ5081; North East Units Scale Factor Converg. EZ5081;SPC NC - 230,031.746 644,370.042 MT 0.99992219 +0 13 19.5 EZ5081;SPC NC - 754,695.82 2,114,070.71 sFT 0.99992219 +0 13 19.5 EZ5081;UTM 17 - 3,966,943.740 715,434.604 MT 1.00017194 +1 23 46.7 EZ5081 EZ5081! - Elev Factor x Scale Factor = Combined Factor EZ5081!SPC NC - 0.99999085 x 0.99992219 = 0.99991304 EZ5081!UTM 17 - 0.99999085 x 1.00017194 = 1.00016279 EZ5081 EZ5081 SUPERSEDED SURVEY CONTROL EZ5081 EZ5081 NAD 27 - 35 49 22.32389(N) 078 36 55.73695(W) AD( ) 2 EZ5081 NGVD 29 (07/19/86) 91.5 (m) 300. (f) VERT ANG EZ5081 EZ5081.Superseded values are not recommended for survey control. EZ5081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5081.See file dsdata.txt to determine how the superseded data were derived. EZ5081 EZ5081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1543566944(NAD 83) EZ5081_MARKER: DE = TRAVERSE STATION DISK EZ5081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5081_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5081_STAMPING: TREE 1965 EZ5081_MARK LOGO: NCGS EZ5081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5081+STABILITY: SURFACE MOTION EZ5081 EZ5081 HISTORY - Date Condition Report By EZ5081 HISTORY - 1965 MONUMENTED NCGS EZ5081 HISTORY - 1972 SEE DESCRIPTION NCGS EZ5081 EZ5081 STATION DESCRIPTION EZ5081 EZ5081'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ5081'TREE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5081'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5081' EZ5081'TREE IS 3.2 MILES NE OF RALEIGH. LOCATED 0.9 MILES NW ALONG EZ5081'U.S. 1 BYPASS FROM BRIDGE ON U.S. 1 NORTH. 0.3 MILES SE OF EZ5081'BRIDGE OVER (OLD U.S. 1) WAKE FOREST RD. AND N OF U.S. 1 EZ5081'BYPASS ON 10 FT BANK ALONG R/W FENCE. EZ5081' EZ5081'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5081'TREE 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5081'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ5081' EZ5081'MARK IS EZ5081' EZ5081'66.5 FT NE OF C/L OF W BOUND LANE EZ5081' EZ5081'51.5 FT NE OF YELLOW ARROW PAINTED ON W BOUND LANE EZ5081' EZ5081'17.6 FT SW OF 8 INCH OAK WITH ALUMINUM REF. TAG EZ5081' EZ5081'23.6 FT SW OF 8 INCH GUM WITH ALUMINUM REF. TAG EZ5081' EZ5081'36.3 FT SE OF 6 INCH PINE WITH ALUMINUM REF. TAG EZ5081' EZ5081'37.0 FT SW OF FENCE R/W EZ5081' EZ5081'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ5081 EZ5081 STATION RECOVERY (1972) EZ5081 EZ5081'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ5081'DESTROYED. EZ5081' EZ5081'REPLACED BY TREE 2 1972 IN SAME VICINITY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2536 *********************************************************************** EZ2536 DESIGNATION - TREE 2 EZ2536 PID - EZ2536 EZ2536 STATE/COUNTY- NC/WAKE EZ2536 USGS QUAD - RALEIGH EAST (1993) EZ2536 EZ2536 *CURRENT SURVEY CONTROL EZ2536 ___________________________________________________________________ EZ2536* NAD 83(1986)- 35 49 23.30956(N) 078 36 54.99715(W) ADJUSTED EZ2536* NAVD 88 - 90.895 (meters) 298.21 (feet) ADJUSTED EZ2536 ___________________________________________________________________ EZ2536 LAPLACE CORR- -7.48 (seconds) DEFLEC99 EZ2536 GEOID HEIGHT- -32.91 (meters) GEOID03 EZ2536 DYNAMIC HT - 90.817 (meters) 297.96 (feet) COMP EZ2536 MODELED GRAV- 979,775.0 (mgal) NAVD 88 EZ2536 EZ2536 HORZ ORDER - SECOND EZ2536 VERT ORDER - SECOND CLASS II EZ2536 EZ2536.The North Carolina HARNS have been completed but, EZ2536.due to contractual restrictions, coordinates for these stations EZ2536.will NOT be published in the near future. In the interim, the EZ2536.published coordinates in North Carolina will not be EZ2536.consistent with the Continuously Operating Reference Stations EZ2536.(CORS). The HARN coordinates for these stations are available EZ2536.upon request. Contact Gary Thompson(919-733-3836). EZ2536. EZ2536.In addition, the published North Carolina positions EZ2536.(NAD 83 (1986)) are NOT consistent with those determined in EZ2536.adjacent state readjustments. The discontinuity between stations EZ2536.located in North Carolina and those in adjacent states EZ2536.which have been adjusted to the HARN may be as much as 5 EZ2536.decimeters. This will result in a significant loss of accuracy EZ2536.over lines crossing such state borders. EZ2536 EZ2536 EZ2536.The horizontal coordinates were established by classical geodetic methods EZ2536.and adjusted by the National Geodetic Survey in July 1986. EZ2536 EZ2536.The orthometric height was determined by differential leveling EZ2536.and adjusted by the National Geodetic Survey in June 1991. EZ2536 EZ2536.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2536 EZ2536.The geoid height was determined by GEOID03. EZ2536 EZ2536.The dynamic height is computed by dividing the NAVD 88 EZ2536.geopotential number by the normal gravity value computed on the EZ2536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2536.degrees latitude (g = 980.6199 gals.). EZ2536 EZ2536.The modeled gravity was interpolated from observed gravity values. EZ2536 EZ2536; North East Units Scale Factor Converg. EZ2536;SPC NC - 230,045.521 644,363.760 MT 0.99992221 +0 13 19.4 EZ2536;SPC NC - 754,741.01 2,114,050.10 sFT 0.99992221 +0 13 19.4 EZ2536;UTM 17 - 3,966,957.387 715,428.040 MT 1.00017190 +1 23 46.6 EZ2536 EZ2536! - Elev Factor x Scale Factor = Combined Factor EZ2536!SPC NC - 0.99999090 x 0.99992221 = 0.99991311 EZ2536!UTM 17 - 0.99999090 x 1.00017190 = 1.00016280 EZ2536 EZ2536: Primary Azimuth Mark Grid Az EZ2536:SPC NC - TAR 120 14 23.5 EZ2536:UTM 17 - TAR 119 03 56.3 EZ2536 EZ2536|---------------------------------------------------------------------| EZ2536| PID Reference Object Distance Geod. Az | EZ2536| dddmmss.s | EZ2536| EZ2534 TAR 476.696 METERS 1202742.9 | EZ2536|---------------------------------------------------------------------| EZ2536 EZ2536 SUPERSEDED SURVEY CONTROL EZ2536 EZ2536 NAD 27 - 35 49 22.77176(N) 078 36 55.98539(W) AD( ) 2 EZ2536 NGVD 29 (??/??/92) 91.173 (m) 299.12 (f) ADJ UNCH 2 2 EZ2536 EZ2536.Superseded values are not recommended for survey control. EZ2536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2536.See file dsdata.txt to determine how the superseded data were derived. EZ2536 EZ2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1542866957(NAD 83) EZ2536_MARKER: DE = TRAVERSE STATION DISK EZ2536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2536_SP_SET: CONCRETE POST EZ2536_STAMPING: TREE 2 1972 EZ2536_MARK LOGO: NCGS EZ2536_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ2536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2536+STABILITY: SURFACE MOTION EZ2536 EZ2536 HISTORY - Date Condition Report By EZ2536 HISTORY - 1972 MONUMENTED NCGS EZ2536 HISTORY - 1976 GOOD NCGS EZ2536 HISTORY - 1984 GOOD USPSQD EZ2536 HISTORY - 1984 GOOD NCGS EZ2536 HISTORY - 1984 GOOD NCGS EZ2536 HISTORY - 19870501 GOOD NCGS EZ2536 HISTORY - 19871001 GOOD NCGS EZ2536 EZ2536 STATION DESCRIPTION EZ2536 EZ2536'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ2536'TREE 2 IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ2536'VICINITY OF MILLBROOK, RALEIGH, NORTH CAROLINA. EZ2536' EZ2536'TREE 2 IS LOCATED APPROXIMATELY 2.0 MILES SSW OF MILLBROOK, AND 3.3 EZ2536'MILES NNE OF CAPITOL SQUARE IN RALEIGH. TO REACH STATION FROM EZ2536'INTERSECTION OF WAKE FOREST ROAD (SR 2000) UNDERPASS OF US 1 US 64 EZ2536'BY-PASS IN NORTH RALEIGH, PROCEED NORTH ALONG WAKE FOREST ROAD FOR EZ2536'0.15 MILES TO NAVAHO DRIVE (SR 2114 EAST). THENCE EAST ALONG EZ2536'NAVAHO DRIVE FOR 0.45 MILES TO STATION ON LEFT. 0.05 MILE EAST OF EZ2536'INTERSECTION WITH BUSH STREET NEAR SW CORNER OF CROWN EZ2536'ZELLERBACH CORPORATION PROPERTY. AND APPROXIMATELY 150 FEET EZ2536'WEST OF A GROVE OF OAKS. EZ2536' EZ2536'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED TREE 2 EZ2536'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EZ2536'FLUSH WITH THE SURFACE OF THE GROUND. EZ2536' EZ2536'MARK IS EZ2536'33.1 FEET NNE OF C/L OF NAVAHO DRIVE. EZ2536'155.6 FEET SE OF C/L OF BUSH STREET. EZ2536'75.4 FEET S OF A 10 INCH PINE W/ALUMINUM REF. TAG. EZ2536'108.6 FEET ESE OF A PP WITH TRANS. W/LAMP AND W/ALUMINUM REF. EZ2536'TAG. 150.6 FEET W OF A 10 INCH WATER OAK W/ALUMINUM REF. TAG. EZ2536' EZ2536'TREE 2 1972 REPLACES TREE 1966 WHICH HAS BEEN DESTROYED. EZ2536 EZ2536 STATION RECOVERY (1976) EZ2536 EZ2536'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2536'3.3 MI NNE FROM RALEIGH. EZ2536'TO REACH STATION FROM INTERSECTION OF WAKE FOREST ROAD (SR 2000) EZ2536'UNDERPASS OF US 1 US 64 BYPASS IN NORTH RALEIGH, PROCEED NORTH ALONG EZ2536'WAKE FOREST ROAD FOR 0.15 MILE TO NAVAHO DRIVE (SR 2114 EAST). THENCE EZ2536'EAST ALONG NAVAHO DRIVE FOR 0.45 MILE TO STATION ON THE LEFT. 0.05 EZ2536'MILE EAST OF INTERSECTION WITH BUSH STREET NEAR SW CORNER OF CROWN EZ2536'ZELLERBACH CORPORATION PROPERTY AND APPROXIMATELY 150 FEET WEST OF A EZ2536'GROVE OF OAKS. 33.1 FT. NE OF CENTERLINE OF NAVAHO DRIVE, 155.6 FT. EZ2536'SE OF CENTERLINE OF BUSH STREET, 75.4 FT. S OF A 10 INCH PINE WITH EZ2536'ALUMINUM REF. TAG, 108.2 FT. ESE OF A POWER POLE WITH TRANSFORMER WITH EZ2536'LAMP AND WITH ALUMINUM REF. TAG AND 150.6 FT. W OF A 10 INCH WATER OAK EZ2536'WITH ALUMINUM REF. TAG. DISK IS SET IN TOP OF CONCRETE CYLINDER, EZ2536'FLUSH WITH THE SURFACE OF THE GROUND. EZ2536 EZ2536 STATION RECOVERY (1984) EZ2536 EZ2536'RECOVERY NOTE BY US POWER SQUADRON 1984 (WKB) EZ2536'TREE 2 FOUND GOOD. EZ2536 EZ2536 STATION RECOVERY (1984) EZ2536 EZ2536'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ2536'THE STATION WAS RECOVERED AT THIS DATE. EZ2536'MARK IS IN GOOD CONDITION AS DESCRIBED. EZ2536' EZ2536'STATION IS ALSO A BENCH MARK. EZ2536 EZ2536 STATION RECOVERY (1984) EZ2536 EZ2536'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ2536'RECOVERED IN GOOD CONDITION. EZ2536 EZ2536 STATION RECOVERY (1987) EZ2536 EZ2536'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ2536'RECOVERED AS DESCRIBED. EZ2536 EZ2536 STATION RECOVERY (1987) EZ2536 EZ2536'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ2536'RECOVERED AS DESCRIBED. PINE TREE IS NOW 20 INCHES IN DIAMETER. EZ2536'LOCATED 20.4 M (66.9 FT) NORTHWEST OF A MANHOLE COVER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6621 *********************************************************************** EZ6621 DESIGNATION - TRIANGLE EZ6621 PID - EZ6621 EZ6621 STATE/COUNTY- NC/WAKE EZ6621 USGS QUAD - RALEIGH EAST (1993) EZ6621 EZ6621 *CURRENT SURVEY CONTROL EZ6621 ___________________________________________________________________ EZ6621* NAD 83(1986)- 35 49 21.42310(N) 078 36 42.94946(W) ADJUSTED EZ6621* NAVD 88 - 89.7 (meters) 294. (feet) VERTCON EZ6621 ___________________________________________________________________ EZ6621 LAPLACE CORR- -7.52 (seconds) DEFLEC99 EZ6621 GEOID HEIGHT- -32.93 (meters) GEOID03 EZ6621 EZ6621 HORZ ORDER - SECOND EZ6621 EZ6621.The North Carolina HARNS have been completed but, EZ6621.due to contractual restrictions, coordinates for these stations EZ6621.will NOT be published in the near future. In the interim, the EZ6621.published coordinates in North Carolina will not be EZ6621.consistent with the Continuously Operating Reference Stations EZ6621.(CORS). The HARN coordinates for these stations are available EZ6621.upon request. Contact Gary Thompson(919-733-3836). EZ6621. EZ6621.In addition, the published North Carolina positions EZ6621.(NAD 83 (1986)) are NOT consistent with those determined in EZ6621.adjacent state readjustments. The discontinuity between stations EZ6621.located in North Carolina and those in adjacent states EZ6621.which have been adjusted to the HARN may be as much as 5 EZ6621.decimeters. This will result in a significant loss of accuracy EZ6621.over lines crossing such state borders. EZ6621 EZ6621 EZ6621.The horizontal coordinates were established by classical geodetic methods EZ6621.and adjusted by the National Geodetic Survey in December 1992. EZ6621 EZ6621.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6621 EZ6621.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6621 EZ6621.The geoid height was determined by GEOID03. EZ6621 EZ6621; North East Units Scale Factor Converg. EZ6621;SPC NC - 229,988.560 644,666.374 MT 0.99992212 +0 13 26.3 EZ6621;SPC NC - 754,554.13 2,115,042.93 sFT 0.99992212 +0 13 26.3 EZ6621;UTM 17 - 3,966,906.627 715,731.834 MT 1.00017352 +1 23 53.6 EZ6621 EZ6621! - Elev Factor x Scale Factor = Combined Factor EZ6621!SPC NC - 0.99999109 x 0.99992212 = 0.99991321 EZ6621!UTM 17 - 0.99999109 x 1.00017352 = 1.00016461 EZ6621 EZ6621 SUPERSEDED SURVEY CONTROL EZ6621 EZ6621 NGVD 29 (12/28/92) 90.0 (m) 295. (f) VERT ANG EZ6621 EZ6621.Superseded values are not recommended for survey control. EZ6621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6621.See file dsdata.txt to determine how the superseded data were derived. EZ6621 EZ6621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1573266907(NAD 83) EZ6621_MARKER: DH = HORIZONTAL CONTROL DISK EZ6621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6621_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6621_STAMPING: TRIANGLE 1984 EZ6621_MARK LOGO: NCGS EZ6621_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6621+STABILITY: SURFACE MOTION EZ6621 EZ6621 HISTORY - Date Condition Report By EZ6621 HISTORY - 1984 MONUMENTED NCGS EZ6621 HISTORY - 19871001 GOOD NCGS EZ6621 EZ6621 STATION DESCRIPTION EZ6621 EZ6621'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6621'THE STATION IS LOCATED ABOUT 5.5 KM (3.4 MI) NORTHEAST OF THE EZ6621'CAPITOL SQUARE IN RALEIGH. EZ6621' EZ6621'TO THE NORTH OF THE CLIFF BENSON BELTLINE, AND AT 1625 NAVAHO DRIVE, EZ6621'IN THE SOUTH CORNER OF THE PROPERTY, BETWEEN TRIANGLE ENGINEERING EZ6621'AND THE UNITED PARCEL SERVICE BUILDING. EZ6621' EZ6621'THE STATION IS A STANDARD NCGS DISK STAMPED---TRIANGLE 1984---, EZ6621'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6621'25 CM IN DIAMETER RECESSED 8 CM BELOW GROUND. LOCATED EZ6621'1.3 METERS (4.3 FT) WEST-SOUTHWEST OF THE SOUTH CORNER OF TRIANGLE EZ6621'ENGINEERING BUILDING, EZ6621'25.0 METERS (73.8 FT) NORTH-NORTHEAST OF THE EAST CORNER OF THE EZ6621'UNITED PARCEL SERVICE BUILDING, EZ6621'23.2 METERS (76.0 FT) EAST OF A FLAG POLE, AND EZ6621'5.2 METERS (17.0 FT) NORTHEAST OF THE NORTHERNMOST (8-INCH) PINE. EZ6621' EZ6621'THE STATION BACKSIGHT IS ALONG THE BELTLINE. EZ6621 EZ6621 STATION RECOVERY (1987) EZ6621 EZ6621'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ6621'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5170 *********************************************************************** EZ5170 DESIGNATION - TRINITY EZ5170 PID - EZ5170 EZ5170 STATE/COUNTY- NC/WAKE EZ5170 USGS QUAD - RALEIGH WEST (1988) EZ5170 EZ5170 *CURRENT SURVEY CONTROL EZ5170 ___________________________________________________________________ EZ5170* NAD 83(1986)- 35 49 16.76001(N) 078 42 16.99603(W) ADJUSTED EZ5170* NAVD 88 - 143.2 (meters) 470. (feet) VERTCON EZ5170 ___________________________________________________________________ EZ5170 LAPLACE CORR- -7.01 (seconds) DEFLEC99 EZ5170 GEOID HEIGHT- -32.53 (meters) GEOID03 EZ5170 EZ5170 HORZ ORDER - SECOND EZ5170 EZ5170.The North Carolina HARNS have been completed but, EZ5170.due to contractual restrictions, coordinates for these stations EZ5170.will NOT be published in the near future. In the interim, the EZ5170.published coordinates in North Carolina will not be EZ5170.consistent with the Continuously Operating Reference Stations EZ5170.(CORS). The HARN coordinates for these stations are available EZ5170.upon request. Contact Gary Thompson(919-733-3836). EZ5170. EZ5170.In addition, the published North Carolina positions EZ5170.(NAD 83 (1986)) are NOT consistent with those determined in EZ5170.adjacent state readjustments. The discontinuity between stations EZ5170.located in North Carolina and those in adjacent states EZ5170.which have been adjusted to the HARN may be as much as 5 EZ5170.decimeters. This will result in a significant loss of accuracy EZ5170.over lines crossing such state borders. EZ5170 EZ5170 EZ5170.The horizontal coordinates were established by classical geodetic methods EZ5170.and adjusted by the National Geodetic Survey in July 1986. EZ5170 EZ5170.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5170 EZ5170.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5170 EZ5170.The geoid height was determined by GEOID03. EZ5170 EZ5170; North East Units Scale Factor Converg. EZ5170;SPC NC - 229,815.993 636,282.456 MT 0.99992189 +0 10 13.5 EZ5170;SPC NC - 753,987.97 2,087,536.69 sFT 0.99992189 +0 10 13.5 EZ5170;UTM 17 - 3,966,562.269 707,351.287 MT 1.00012982 +1 20 37.7 EZ5170 EZ5170! - Elev Factor x Scale Factor = Combined Factor EZ5170!SPC NC - 0.99998263 x 0.99992189 = 0.99990452 EZ5170!UTM 17 - 0.99998263 x 1.00012982 = 1.00011244 EZ5170 EZ5170: Primary Azimuth Mark Grid Az EZ5170:SPC NC - MOUNT 183 46 17.2 EZ5170:UTM 17 - MOUNT 182 35 53.0 EZ5170 EZ5170|---------------------------------------------------------------------| EZ5170| PID Reference Object Distance Geod. Az | EZ5170| dddmmss.s | EZ5170| EZ5171 EMORY 332.943 METERS 06409 | EZ5170| EZ5169 MOUNT APPROX. 0.8 KM 1835630.7 | EZ5170|---------------------------------------------------------------------| EZ5170 EZ5170 SUPERSEDED SURVEY CONTROL EZ5170 EZ5170 NAD 27 - 35 49 16.22410(N) 078 42 17.98075(W) AD( ) 2 EZ5170 NGVD 29 (07/19/86) 143.5 (m) 471. (f) VERT ANG EZ5170 EZ5170.Superseded values are not recommended for survey control. EZ5170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5170.See file dsdata.txt to determine how the superseded data were derived. EZ5170 EZ5170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0735166562(NAD 83) EZ5170_MARKER: DE = TRAVERSE STATION DISK EZ5170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5170_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5170_STAMPING: TRINITY 1970 EZ5170_MARK LOGO: NCGS EZ5170_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ5170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5170+STABILITY: SURFACE MOTION EZ5170 EZ5170 HISTORY - Date Condition Report By EZ5170 HISTORY - 1970 MONUMENTED NCGS EZ5170 HISTORY - 1982 MARK NOT FOUND NC-183 EZ5170 HISTORY - 1986 GOOD USPSQD EZ5170 HISTORY - 19860101 GOOD NCGS EZ5170 HISTORY - 1987 GOOD USPSQD EZ5170 HISTORY - 20050129 GOOD USPSQD EZ5170 EZ5170 STATION DESCRIPTION EZ5170 EZ5170'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ5170'TRINITY IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ5170'VICINITY OF NORTHWEST WAKE COUNTY. EZ5170' EZ5170'TRINITY IS LOCATED APPROXIMATELY 4.4 MILES NORTHWEST OF RALEIGH AND EZ5170'4.7 MILES NORTHEAST OF CARY. TO REACH STATION PROCEED FROM THE EZ5170'INTERSECTION OF SR 1664 AND US 1 NEAR SOUTHEAST CORNER OF STATE EZ5170'FAIRGROUNDS, GO NORTH ON SR 1664 FOR 1.85 MILES TO INTERSECTION OF EZ5170'SR 1664 AND SR 1670. STATION IS IN THE NORTHEAST CORNER OF THE EZ5170'ENTRANCE IN FRONT OF THE TRINITY PENTECOSTAL HOLINESS CHURCH. EZ5170' EZ5170'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ5170'TRINITY 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5170'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5170' EZ5170'MARK IS-- EZ5170'60.5 FEET E OF C/L OF SR 1664. EZ5170'84.4 FEET N OF C/L OF SR 1670. EZ5170'31.5 FEET S OF BOTTOM OF E END OF STEPS OF CHURCH. EZ5170'34.7 FEET SSE OF BOTTOM OF W END OF STEPS OF CHURCH. EZ5170'48.5 FEET N OF ALUMINUM REF. TAG ON LIGHT POLE. EZ5170'66.2 FEET WNW OF ALUMINUM REF. TAG ON PP. EZ5170'7.8 FEET SE OF SE END OF CONCRETE WALK TO CHURCH. EZ5170 EZ5170 STATION RECOVERY (1982) EZ5170 EZ5170'RECOVERY NOTE BY WAKE COUNTY NORTH CAROLINA 1982 (DHC) EZ5170'THE STATION WAS SEARCHED FOR BUT NOT FOUND, IF IT STILL EXISTS IT IS EZ5170'UNDER ASPHALT, SINCE THE CHURCH PARKING LOT HAS BEEN PAVED. EZ5170 EZ5170 STATION RECOVERY (1986) EZ5170 EZ5170'RECOVERY NOTE BY US POWER SQUADRON 1986 (WKB) EZ5170'RECOVERED IN GOOD CONDITION. EZ5170 EZ5170 STATION RECOVERY (1986) EZ5170 EZ5170'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ5170'RECOVERED AS DESCRIBED. MARK IS NOW RECESSED 4 INCHES BELOW GROUND. EZ5170'LOCATED 1.7 M (5.6 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE EZ5170'CONCRETE SIDEWALK TO THE CHURCH, AND 15.2 M (49.9 FT) NORTH OF A EZ5170'RIGHT-OF-WAY MARKER. STATION IS BELOW A STANDARD NATIONAL GEODETIC EZ5170'SURVEY LOGO FLANGE WITH AN ACCESS COVER. EZ5170 EZ5170 STATION RECOVERY (1987) EZ5170 EZ5170'RECOVERY NOTE BY US POWER SQUADRON 1987 (FBB) EZ5170'RECOVERED IN GOOD CONDITION. EZ5170 EZ5170 STATION RECOVERY (2005) EZ5170 EZ5170'RECOVERY NOTE BY US POWER SQUADRON 2005 (BL) EZ5170'GPS COORIDINATES WERE 35 49 16.8 N AND 78 42 17.0 W EZ5170' EZ5170'THE COVER OVER THE MARKER HAS BEEN PAINTED YELLOW 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0648 *********************************************************************** EZ0648 DESIGNATION - TRIPLE EZ0648 PID - EZ0648 EZ0648 STATE/COUNTY- NC/WAKE EZ0648 USGS QUAD - CARY (1993) EZ0648 EZ0648 *CURRENT SURVEY CONTROL EZ0648 ___________________________________________________________________ EZ0648* NAD 83(1986)- 35 50 18.79456(N) 078 49 52.17284(W) ADJUSTED EZ0648* NAVD 88 - 105.349 (meters) 345.63 (feet) ADJUSTED EZ0648 ___________________________________________________________________ EZ0648 LAPLACE CORR- -6.04 (seconds) DEFLEC99 EZ0648 GEOID HEIGHT- -31.99 (meters) GEOID03 EZ0648 DYNAMIC HT - 105.261 (meters) 345.34 (feet) COMP EZ0648 MODELED GRAV- 979,793.9 (mgal) NAVD 88 EZ0648 EZ0648 HORZ ORDER - SECOND EZ0648 VERT ORDER - FIRST CLASS I EZ0648 EZ0648.The North Carolina HARNS have been completed but, EZ0648.due to contractual restrictions, coordinates for these stations EZ0648.will NOT be published in the near future. In the interim, the EZ0648.published coordinates in North Carolina will not be EZ0648.consistent with the Continuously Operating Reference Stations EZ0648.(CORS). The HARN coordinates for these stations are available EZ0648.upon request. Contact Gary Thompson(919-733-3836). EZ0648. EZ0648.In addition, the published North Carolina positions EZ0648.(NAD 83 (1986)) are NOT consistent with those determined in EZ0648.adjacent state readjustments. The discontinuity between stations EZ0648.located in North Carolina and those in adjacent states EZ0648.which have been adjusted to the HARN may be as much as 5 EZ0648.decimeters. This will result in a significant loss of accuracy EZ0648.over lines crossing such state borders. EZ0648 EZ0648 EZ0648.The horizontal coordinates were established by classical geodetic methods EZ0648.and adjusted by the National Geodetic Survey in July 1986. EZ0648 EZ0648.The orthometric height was determined by differential leveling EZ0648.and adjusted by the National Geodetic Survey in June 1991. EZ0648 EZ0648.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0648 EZ0648.The geoid height was determined by GEOID03. EZ0648 EZ0648.The dynamic height is computed by dividing the NAVD 88 EZ0648.geopotential number by the normal gravity value computed on the EZ0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0648.degrees latitude (g = 980.6199 gals.). EZ0648 EZ0648.The modeled gravity was interpolated from observed gravity values. EZ0648 EZ0648; North East Units Scale Factor Converg. EZ0648;SPC NC - 231,701.107 624,854.352 MT 0.99992493 +0 05 50.8 EZ0648;SPC NC - 760,172.72 2,050,042.99 sFT 0.99992493 +0 05 50.8 EZ0648;UTM 17 - 3,968,213.312 695,884.947 MT 1.00007284 +1 16 13.0 EZ0648 EZ0648! - Elev Factor x Scale Factor = Combined Factor EZ0648!SPC NC - 0.99998849 x 0.99992493 = 0.99991342 EZ0648!UTM 17 - 0.99998849 x 1.00007284 = 1.00006132 EZ0648 EZ0648: Primary Azimuth Mark Grid Az EZ0648:SPC NC - KOPPERS 327 39 43.3 EZ0648:UTM 17 - KOPPERS 326 29 21.1 EZ0648 EZ0648|---------------------------------------------------------------------| EZ0648| PID Reference Object Distance Geod. Az | EZ0648| dddmmss.s | EZ0648| EZ0650 MOBILES 267.110 METERS 15754 | EZ0648| EZ0645 KOPPERS APPROX. 1.0 KM 3274534.1 | EZ0648|---------------------------------------------------------------------| EZ0648 EZ0648 SUPERSEDED SURVEY CONTROL EZ0648 EZ0648 NAD 27 - 35 50 18.26923(N) 078 49 53.15259(W) AD( ) 2 EZ0648 NGVD 29 (??/??/92) 105.603 (m) 346.47 (f) ADJ UNCH 1 1 EZ0648 EZ0648.Superseded values are not recommended for survey control. EZ0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0648.See file dsdata.txt to determine how the superseded data were derived. EZ0648 EZ0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9588568213(NAD 83) EZ0648_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION EZ0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0648_STAMPING: TRIPLE 1967 EZ0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0648+STABILITY: SURFACE MOTION EZ0648 EZ0648 HISTORY - Date Condition Report By EZ0648 HISTORY - 1967 MONUMENTED NCGS EZ0648 HISTORY - 1967 GOOD NGS EZ0648 EZ0648 STATION DESCRIPTION EZ0648 EZ0648'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ0648'TRIPLE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ0648'THE VICINITY OF MORRISVILLE, NORTH CAROLINA. EZ0648' EZ0648'TRIPLE IS LOCATED APPROXIMATELY 1.2 MILES NORTH OF MORRISVILLE EZ0648'AND 2.4 MILES SOUTHEAST OF CARPENTER. TO REACH STATION PROCEED EZ0648'FROM THE INTERSECTION OF SR 1002 EAST WITH NC 54 IN EZ0648'MORRISVILLE. GO NORTH ON NC 54 FOR 1.15 MILES TO DIRT ROAD EZ0648'WEST. TURN WEST ON DIRT ROAD FOR 120 FEET TO RAILROAD, AND EZ0648'STATION. STATION IS ON THE EAST SIDE OF RAILROAD BED IN EZ0648'NORTHEAST QUADRANT FORMED BY INTERSECTION OF DIRT ROAD AND EZ0648'RAILROAD. AND ABOUT 0.1 MILE SOUTH OF INTERSECTION OF SR 1640 EZ0648'AND NC 54. EZ0648' EZ0648'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0648'TRIPLE 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ0648'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EZ0648' EZ0648'MARK IS EZ0648' EZ0648'94.2 FT WNW OF TP 19 WITH ALUMINUM REF. TAG ON W SIDE OF NC 54 EZ0648' EZ0648'27.2 SW OF TP EAST OF RAILROAD WITH ALUMINUM REF. TAG EZ0648' EZ0648'12.0 FT ESE OF E RAIL EZ0648' EZ0648'10.6 FT ESE OF CROSS TIE WITH ALUMINUM REF. TAG EZ0648' EZ0648'48.0 FT E OF 7 INCH PINE WITH ALUMINUM REF. TAG ON W SIDE OF RR EZ0648 EZ0648 STATION RECOVERY (1967) EZ0648 EZ0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 EZ0648'1.1 MI NW FROM MORRISVILLE. EZ0648'ABOUT 1.1 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY COMPANY EZ0648'RAILROAD FROM THE POST OFFICE AT MORRISVILLE, 0.4 MILE NORTH OF EZ0648'MILEPOST 68, 12 FEET EAST OF THE EAST RAIL OF THE TRACK, 109 1/2 EZ0648'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 54, 8 FEET NORTH EZ0648'OF THE CENTERLINE OF A TRAIL ROAD AND ON THE NORTH SHOULDER OF EZ0648'THE ROAD, 48 FEET SOUTHEAST AND ACROSS THE TRACK FROM A 7-INCH EZ0648'PINE TREE WHICH BEARS AN ALUMINUM REFERENCE TAG, 27 FEET SOUTHWEST EZ0648'OF A TELEPHONE POLE WHICH BEARS AN ALUMINUM REFERENCE TAG, EZ0648'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF EZ0648'A CONCRETE POST ABOUT LEVEL WITH THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5446 *********************************************************************** EZ5446 DESIGNATION - TRIPLE OAK EZ5446 PID - EZ5446 EZ5446 STATE/COUNTY- NC/WAKE EZ5446 USGS QUAD - CARY (1993) EZ5446 EZ5446 *CURRENT SURVEY CONTROL EZ5446 ___________________________________________________________________ EZ5446* NAD 83(1986)- 35 52 16.41188(N) 078 49 09.49737(W) ADJUSTED EZ5446* NAVD 88 - 111.75 (+/-2cm) 366.6 (feet) VERTCON EZ5446 ___________________________________________________________________ EZ5446 LAPLACE CORR- -6.13 (seconds) DEFLEC99 EZ5446 GEOID HEIGHT- -31.95 (meters) GEOID03 EZ5446 EZ5446 HORZ ORDER - SECOND EZ5446 VERT ORDER - THIRD ? (See Below) EZ5446 EZ5446.The North Carolina HARNS have been completed but, EZ5446.due to contractual restrictions, coordinates for these stations EZ5446.will NOT be published in the near future. In the interim, the EZ5446.published coordinates in North Carolina will not be EZ5446.consistent with the Continuously Operating Reference Stations EZ5446.(CORS). The HARN coordinates for these stations are available EZ5446.upon request. Contact Gary Thompson(919-733-3836). EZ5446. EZ5446.In addition, the published North Carolina positions EZ5446.(NAD 83 (1986)) are NOT consistent with those determined in EZ5446.adjacent state readjustments. The discontinuity between stations EZ5446.located in North Carolina and those in adjacent states EZ5446.which have been adjusted to the HARN may be as much as 5 EZ5446.decimeters. This will result in a significant loss of accuracy EZ5446.over lines crossing such state borders. EZ5446 EZ5446 EZ5446.The horizontal coordinates were established by classical geodetic methods EZ5446.and adjusted by the National Geodetic Survey in July 1986. EZ5446 EZ5446.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5446.The vertical order pertains to the NGVD 29 superseded value. EZ5446 EZ5446.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5446 EZ5446.The geoid height was determined by GEOID03. EZ5446 EZ5446; North East Units Scale Factor Converg. EZ5446;SPC NC - 235,327.832 625,918.673 MT 0.99993092 +0 06 15.5 EZ5446;SPC NC - 772,071.40 2,053,534.85 sFT 0.99993092 +0 06 15.5 EZ5446;UTM 17 - 3,971,861.609 696,874.924 MT 1.00007763 +1 16 41.6 EZ5446 EZ5446! - Elev Factor x Scale Factor = Combined Factor EZ5446!SPC NC - 0.99998748 x 0.99993092 = 0.99991840 EZ5446!UTM 17 - 0.99998748 x 1.00007763 = 1.00006511 EZ5446 EZ5446 SUPERSEDED SURVEY CONTROL EZ5446 EZ5446 NAD 27 - 35 52 15.88742(N) 078 49 10.47620(W) AD( ) 2 EZ5446 NGVD 29 (07/19/86) 112.00 (m) 367.5 (f) LEVELING 3 EZ5446 EZ5446.Superseded values are not recommended for survey control. EZ5446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5446.See file dsdata.txt to determine how the superseded data were derived. EZ5446 EZ5446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9687571862(NAD 83) EZ5446_MARKER: DE = TRAVERSE STATION DISK EZ5446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5446_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5446_STAMPING: TRIPLE OAK 1973 EZ5446_MARK LOGO: NCGS EZ5446_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ5446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5446+STABILITY: SURFACE MOTION EZ5446 EZ5446 HISTORY - Date Condition Report By EZ5446 HISTORY - 1973 MONUMENTED NCGS EZ5446 HISTORY - 1988 GOOD USPSQD EZ5446 HISTORY - 20040902 SEE DESCRIPTION NCGS EZ5446 EZ5446 STATION DESCRIPTION EZ5446 EZ5446'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 (LWA) EZ5446'TRIPLE OAK IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ5446'THE VICINITY OF MORRISVILLE, NORTH CAROLINA. EZ5446' EZ5446'TRIPLE OAK IS LOCATED APPROXIMATELY 3.4 MILES NORTH OF MORRISVILLE, EZ5446'AND 12.1 MILES WNW OF RALEIGH. TO REACH STATION FROM THE SR 1788 EZ5446'(RDU AIRPORT ROAD) OVERPASS OF I-40 (WEST), PROCEED ESE ALONG SR EZ5446'1788 FOR 0.2 MILES TO T INTERSECTION WITH SR 1789, THENCE NNW ALONG EZ5446'SR 1789 FOR 0.45 MILES TO T INTERSECTION WITH SR 1792, THENCE NW EZ5446'ALONG SR 1792 FOR 0.35 MILES TO INTERSECTION WITH TRIPLE OAK DRIVE, EZ5446'THENCE NNE ALONG TRIPLE OAK DRIVE FOR 0.45 MILES TO A SHARP EZ5446'BEND LEFT AND STATION ON LEFT ACROSS DRAINAGE DITCH. EZ5446' EZ5446'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED TRIPLE EZ5446'OAK 1973, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EZ5446'3 INCHES BELOW THE SURFACE OF THE GROUND. EZ5446' EZ5446'MARK IS EZ5446'37.4 FEET S OF C/L TRIPLE OAK DRIVE. EZ5446'62.6 FEET WSW OF CENTER OF TOP OF CONCRETE CULVERT (N-S). EZ5446'25.1 FEET NNW OF 12 INCH PINE W/ALUMINUM REF. TAG. EZ5446'12.3 FEET NNE OF 3 INCH HOLLY W/ALUMINUM REF. TAG. EZ5446'115.6 FEET W OF PP W/ALUMINUM REF. TAG. EZ5446 EZ5446 STATION RECOVERY (1988) EZ5446 EZ5446'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EZ5446'RECOVERED IN GOOD CONDITION. EZ5446 EZ5446 STATION RECOVERY (2004) EZ5446 EZ5446'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL) EZ5446'STATION IS DESTROYED. DISK NOT FOUND. REFERENCE SITE IS NOW OCCUPIED EZ5446'BY LARGE INDUSTRIAL BUILDING. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7342 *********************************************************************** AE7342 DESIGNATION - TROUTMAN AE7342 PID - AE7342 AE7342 STATE/COUNTY- NC/WAKE AE7342 USGS QUAD - BAYLEAF (1987) AE7342 AE7342 *CURRENT SURVEY CONTROL AE7342 ___________________________________________________________________ AE7342* NAD 83(1986)- 35 53 11.22468(N) 078 43 38.69049(W) ADJUSTED AE7342* NAVD 88 - 144.519 (meters) 474.14 (feet) ADJUSTED AE7342 ___________________________________________________________________ AE7342 LAPLACE CORR- -7.36 (seconds) DEFLEC99 AE7342 GEOID HEIGHT- -32.26 (meters) GEOID03 AE7342 DYNAMIC HT - 144.396 (meters) 473.74 (feet) COMP AE7342 MODELED GRAV- 979,783.8 (mgal) NAVD 88 AE7342 AE7342 HORZ ORDER - SECOND AE7342 VERT ORDER - SECOND CLASS II AE7342 AE7342.The North Carolina HARNS have been completed but, AE7342.due to contractual restrictions, coordinates for these stations AE7342.will NOT be published in the near future. In the interim, the AE7342.published coordinates in North Carolina will not be AE7342.consistent with the Continuously Operating Reference Stations AE7342.(CORS). The HARN coordinates for these stations are available AE7342.upon request. Contact Gary Thompson(919-733-3836). AE7342. AE7342.In addition, the published North Carolina positions AE7342.(NAD 83 (1986)) are NOT consistent with those determined in AE7342.adjacent state readjustments. The discontinuity between stations AE7342.located in North Carolina and those in adjacent states AE7342.which have been adjusted to the HARN may be as much as 5 AE7342.decimeters. This will result in a significant loss of accuracy AE7342.over lines crossing such state borders. AE7342 AE7342 AE7342.The horizontal coordinates were established by classical geodetic methods AE7342.and adjusted by the National Geodetic Survey in March 1998. AE7342 AE7342.The orthometric height was determined by differential leveling AE7342.and adjusted by the National Geodetic Survey in September 1998. AE7342 AE7342.The Laplace correction was computed from DEFLEC99 derived deflections. AE7342 AE7342.The geoid height was determined by GEOID03. AE7342 AE7342.The dynamic height is computed by dividing the NAVD 88 AE7342.geopotential number by the normal gravity value computed on the AE7342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7342.degrees latitude (g = 980.6199 gals.). AE7342 AE7342.The modeled gravity was interpolated from observed gravity values. AE7342 AE7342; North East Units Scale Factor Converg. AE7342;SPC NC - 237,036.059 634,212.101 MT 0.99993383 +0 09 26.4 AE7342;SPC NC - 777,675.80 2,080,744.20 sFT 0.99993383 +0 09 26.4 AE7342;UTM 17 - 3,973,739.797 705,132.959 MT 1.00011854 +1 19 57.4 AE7342 AE7342! - Elev Factor x Scale Factor = Combined Factor AE7342!SPC NC - 0.99998238 x 0.99993383 = 0.99991621 AE7342!UTM 17 - 0.99998238 x 1.00011854 = 1.00010092 AE7342 AE7342 SUPERSEDED SURVEY CONTROL AE7342 AE7342 NGVD 29 (03/10/98) 144.79 (m) 475.0 (f) LEVELING 3 AE7342 AE7342.Superseded values are not recommended for survey control. AE7342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7342.See file dsdata.txt to determine how the superseded data were derived. AE7342 AE7342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0513373740(NAD 83) AE7342_MARKER: DH = HORIZONTAL CONTROL DISK AE7342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7342_STAMPING: TROUTMAN 1986 AE7342_MARK LOGO: NCGS AE7342_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7342+STABILITY: SURFACE MOTION AE7342 AE7342 HISTORY - Date Condition Report By AE7342 HISTORY - 1986 MONUMENTED NCGS AE7342 HISTORY - 19870101 GOOD NCGS AE7342 AE7342 STATION DESCRIPTION AE7342 AE7342'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7342'STATION IS LOCATED ABOUT 14.3 KM (8.90 MI) NORTHWEST OF CAPITOL SQUARE AE7342'(IN RALEIGH) AND 2.3 KM (1.40 MI) SOUTH OF LEESVILLE COMMUNITY. ALONG AE7342'SR 1835 (PINECREST DRIVE) FOR 1.4 KM (0.85 MI) NORTH FROM US 70 OR 0.2 AE7342'KM (0.10 MI) SOUTH OF SR 3364 (COUNTRY TRAIL). MARK IS RECESSED 1 INCH AE7342'BELOW GROUND AND LEVEL WITH ROAD. LOCATED 8.3 M (27.2 FT) WEST OF THE AE7342'CENTERLINE OF THE ROAD, 29.6 M (97.1 FT) NORTH-NORTHWEST OF THE AE7342'CENTERLINE OF THE ROAD AT--TROUTMAN--DRIVE EAST--AND 2.2 M (7.2 FT) AE7342'NORTH OF A TELEPHONE PEDESTAL (P17) BESIDE A POWER POLE WITH A AE7342'TRANSFORMER, 7.6 M (24.9 FT) SOUTHEAST OF A 14-INCH OAK--BOTH WITH AE7342'REFERENCE TAGS. AE7342 AE7342 STATION RECOVERY (1987) AE7342 AE7342'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7342'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5205 *********************************************************************** EZ5205 DESIGNATION - TUESDAY EZ5205 PID - EZ5205 EZ5205 STATE/COUNTY- NC/WAKE EZ5205 USGS QUAD - BAYLEAF (1987) EZ5205 EZ5205 *CURRENT SURVEY CONTROL EZ5205 ___________________________________________________________________ EZ5205* NAD 83(1986)- 35 54 07.39721(N) 078 40 24.29639(W) ADJUSTED EZ5205* NAVD 88 - 146.6 (meters) 481. (feet) VERTCON EZ5205 ___________________________________________________________________ EZ5205 LAPLACE CORR- -6.80 (seconds) DEFLEC99 EZ5205 GEOID HEIGHT- -32.45 (meters) GEOID03 EZ5205 EZ5205 HORZ ORDER - SECOND EZ5205 EZ5205.The North Carolina HARNS have been completed but, EZ5205.due to contractual restrictions, coordinates for these stations EZ5205.will NOT be published in the near future. In the interim, the EZ5205.published coordinates in North Carolina will not be EZ5205.consistent with the Continuously Operating Reference Stations EZ5205.(CORS). The HARN coordinates for these stations are available EZ5205.upon request. Contact Gary Thompson(919-733-3836). EZ5205. EZ5205.In addition, the published North Carolina positions EZ5205.(NAD 83 (1986)) are NOT consistent with those determined in EZ5205.adjacent state readjustments. The discontinuity between stations EZ5205.located in North Carolina and those in adjacent states EZ5205.which have been adjusted to the HARN may be as much as 5 EZ5205.decimeters. This will result in a significant loss of accuracy EZ5205.over lines crossing such state borders. EZ5205 EZ5205 EZ5205.The horizontal coordinates were established by classical geodetic methods EZ5205.and adjusted by the National Geodetic Survey in July 1986. EZ5205 EZ5205.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5205 EZ5205.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5205 EZ5205.The geoid height was determined by GEOID03. EZ5205 EZ5205; North East Units Scale Factor Converg. EZ5205;SPC NC - 238,781.967 639,081.722 MT 0.99993688 +0 11 18.6 EZ5205;SPC NC - 783,403.84 2,096,720.62 sFT 0.99993688 +0 11 18.6 EZ5205;UTM 17 - 3,975,585.623 709,966.673 MT 1.00014326 +1 21 53.3 EZ5205 EZ5205! - Elev Factor x Scale Factor = Combined Factor EZ5205!SPC NC - 0.99998208 x 0.99993688 = 0.99991896 EZ5205!UTM 17 - 0.99998208 x 1.00014326 = 1.00012534 EZ5205 EZ5205 SUPERSEDED SURVEY CONTROL EZ5205 EZ5205 NAD 27 - 35 54 06.87089(N) 078 40 25.28232(W) AD( ) 2 EZ5205 NGVD 29 (07/19/86) 146.9 (m) 482. (f) VERT ANG EZ5205 EZ5205.Superseded values are not recommended for survey control. EZ5205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5205.See file dsdata.txt to determine how the superseded data were derived. EZ5205 EZ5205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0996775586(NAD 83) EZ5205_MARKER: DE = TRAVERSE STATION DISK EZ5205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5205_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5205_STAMPING: TUESDAY 1961 EZ5205_MARK LOGO: NCGS EZ5205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5205+STABILITY: SURFACE MOTION EZ5205 EZ5205 HISTORY - Date Condition Report By EZ5205 HISTORY - 1961 MONUMENTED NCGS EZ5205 HISTORY - 1971 MARK NOT FOUND LOCSUR EZ5205 EZ5205 STATION DESCRIPTION EZ5205 EZ5205'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ5205'TUESDAY IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5205'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5205' EZ5205'TUESDAY IS 8.9 MILES NNW OF RALEIGH. PROCEED WEST ON U.S. 70 EZ5205'FOR 5.3 MILES TO CRABTREE CREEK, CONTINUE ON U.S. 70 FOR 0.4 EZ5205'MILES TO INTERSECTION OF NC 50 AND BEAR RIGHT ON NC 50 TOWARDS EZ5205'CREEDMOOR AND GO 4.3 MILES TO INTERSECTION OF SR 1829, TURN EZ5205'RIGHT ON SR 1829 AND GO 0.5 MILES TO STATION ON LEFT SIDE OF EZ5205'ROAD ON TOP OF 6 FT. BANK, 5 FEET NORTH OF TOP OF BANK OR 1.2 EZ5205'MILES W OF SIX FORKS. EZ5205' EZ5205'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5205'TUESDAY 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ5205'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5205' EZ5205'MARK IS EZ5205' EZ5205'15.0 FT W OF C/L OF DIRT ROAD EZ5205' EZ5205'64.6 FT W OF TP WITH ALUMINUM REF. TAG EZ5205' EZ5205'30.6 FT S OF C/L OF SR 1829 EZ5205' EZ5205'97.5 FT N OF NE CORNER OF BARN WITH ALUMINUM REF. TAG EZ5205 EZ5205 STATION RECOVERY (1971) EZ5205 EZ5205'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1971 EZ5205'STATION REPORTED DESTROYED BY MR. ISAACSON, PIEDMONT AERIAL SURVEY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1068 *********************************************************************** EZ1068 DESIGNATION - TURN EZ1068 PID - EZ1068 EZ1068 STATE/COUNTY- NC/WAKE EZ1068 USGS QUAD - APEX (1993) EZ1068 EZ1068 *CURRENT SURVEY CONTROL EZ1068 ___________________________________________________________________ EZ1068* NAD 83(1986)- 35 44 14.10366(N) 078 47 35.73581(W) ADJUSTED EZ1068* NAVD 88 - 108.347 (meters) 355.47 (feet) ADJUSTED EZ1068 ___________________________________________________________________ EZ1068 LAPLACE CORR- -5.89 (seconds) DEFLEC99 EZ1068 GEOID HEIGHT- -32.38 (meters) GEOID03 EZ1068 DYNAMIC HT - 108.254 (meters) 355.16 (feet) COMP EZ1068 MODELED GRAV- 979,766.3 (mgal) NAVD 88 EZ1068 EZ1068 HORZ ORDER - SECOND EZ1068 VERT ORDER - SECOND CLASS 0 EZ1068 EZ1068.The North Carolina HARNS have been completed but, EZ1068.due to contractual restrictions, coordinates for these stations EZ1068.will NOT be published in the near future. In the interim, the EZ1068.published coordinates in North Carolina will not be EZ1068.consistent with the Continuously Operating Reference Stations EZ1068.(CORS). The HARN coordinates for these stations are available EZ1068.upon request. Contact Gary Thompson(919-733-3836). EZ1068. EZ1068.In addition, the published North Carolina positions EZ1068.(NAD 83 (1986)) are NOT consistent with those determined in EZ1068.adjacent state readjustments. The discontinuity between stations EZ1068.located in North Carolina and those in adjacent states EZ1068.which have been adjusted to the HARN may be as much as 5 EZ1068.decimeters. This will result in a significant loss of accuracy EZ1068.over lines crossing such state borders. EZ1068 EZ1068 EZ1068.The horizontal coordinates were established by classical geodetic methods EZ1068.and adjusted by the National Geodetic Survey in July 1986. EZ1068 EZ1068.The orthometric height was determined by differential leveling EZ1068.and adjusted by the National Geodetic Survey in June 1991. EZ1068 EZ1068.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1068 EZ1068.The geoid height was determined by GEOID03. EZ1068 EZ1068.The dynamic height is computed by dividing the NAVD 88 EZ1068.geopotential number by the normal gravity value computed on the EZ1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1068.degrees latitude (g = 980.6199 gals.). EZ1068 EZ1068.The modeled gravity was interpolated from observed gravity values. EZ1068 EZ1068; North East Units Scale Factor Converg. EZ1068;SPC NC - 220,468.463 628,301.576 MT 0.99990840 +0 07 09.6 EZ1068;SPC NC - 723,320.28 2,061,352.75 sFT 0.99990840 +0 07 09.6 EZ1068;UTM 17 - 3,957,051.643 699,561.694 MT 1.00009077 +1 17 21.5 EZ1068 EZ1068! - Elev Factor x Scale Factor = Combined Factor EZ1068!SPC NC - 0.99998808 x 0.99990840 = 0.99989648 EZ1068!UTM 17 - 0.99998808 x 1.00009077 = 1.00007885 EZ1068 EZ1068: Primary Azimuth Mark Grid Az EZ1068:SPC NC - LINE 236 03 29.7 EZ1068:UTM 17 - LINE 234 53 17.8 EZ1068 EZ1068|---------------------------------------------------------------------| EZ1068| PID Reference Object Distance Geod. Az | EZ1068| dddmmss.s | EZ1068| EZ1066 LINE APPROX. 2.2 KM 2361039.3 | EZ1068|---------------------------------------------------------------------| EZ1068 EZ1068 SUPERSEDED SURVEY CONTROL EZ1068 EZ1068 NAD 27 - 35 44 13.55587(N) 078 47 36.71405(W) AD( ) 2 EZ1068 NGVD 29 (??/??/92) 108.604 (m) 356.31 (f) ADJ UNCH 2 0 EZ1068 EZ1068.Superseded values are not recommended for survey control. EZ1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1068.See file dsdata.txt to determine how the superseded data were derived. EZ1068 EZ1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9956257052(NAD 83) EZ1068_MARKER: DE = TRAVERSE STATION DISK EZ1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1068_SP_SET: CONCRETE POST EZ1068_STAMPING: TURN 1967 EZ1068_MARK LOGO: NCGS EZ1068_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1068+STABILITY: SURFACE MOTION EZ1068 EZ1068 HISTORY - Date Condition Report By EZ1068 HISTORY - 1967 MONUMENTED NCGS EZ1068 HISTORY - 1973 GOOD NCGS EZ1068 HISTORY - 1974 GOOD NCGS EZ1068 HISTORY - 1979 GOOD NCGS EZ1068 HISTORY - 1984 GOOD NCGS EZ1068 HISTORY - 1984 GOOD NCGS EZ1068 EZ1068 STATION DESCRIPTION EZ1068 EZ1068'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1068'TURN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1068'IN THE VICINITY OF APEX, NORTH CAROLINA. EZ1068' EZ1068'TURN IS LOCATED APPROXIMATELY 3.3 MILES ENE OF THE CENTER OF EZ1068'APEX. STATION IS AT THE INTERSECTION OF U.S. 64 AND U.S. 1 EZ1068'SOUTH OF CARY, ON THE NORTHWEST SHOULDER OF U.S. 1, IN LINE EZ1068'BETWEEN THE 3RD METAL POST FOR GUARD SOUTHWEST OF NORTHWEST EZ1068'CORNER OF U.S. 1 BRIDGE OVER U.S. 64. EZ1068' EZ1068'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1068'TURN 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1068'WHICH IS 5 INCHES BELOW THE SURFACE OF THE GROUND. EZ1068' EZ1068'MARK IS EZ1068' EZ1068'19.2 FT NW OF C/L OF U.S. 1 EZ1068' EZ1068'3.5 FT SE OF 3RD METAL POST SW OF BRIDGE EZ1068' EZ1068'21.5 FT WSW OF W END OF CONCRETE CURB EZ1068' EZ1068'29.0 FT WSW OF NW END OF CONCRETE BRIDGE GUARD RAIL EZ1068' EZ1068'15.7 FT W OF 4X4 POST WITH REFLECTOR SIGN, AND WITH EZ1068'ALUMINUM REF. TAG EZ1068 EZ1068 STATION RECOVERY (1973) EZ1068 EZ1068'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1068'3.2 MI E FROM APEX. EZ1068'TURN IS LOCATED APPROXIMATELY 9.5 MILES WSW OF CAPITOL SQUARE IN EZ1068'RALEIGH. STATION IS AT THE JUNCTION OF U.S. 1 AND U.S. 64 EAST EZ1068'OF APEX, IN THE WEST QUADRANT OF INTERSECTION AND IN THE NW EZ1068'SHOULDER OF U.S. 1 19.2 FT NW OF C/L OF U.S. 1, 29.0 FT WSW OF NW EZ1068'END OF CONCRETE BRIDGE GUARD RAIL, 21.5 FT WSW OF W END OF CONCRETE EZ1068'CURB, 3.5 FT SE OF THIRD GUARD RAIL POST FROM SW END OF BRIDGE, AND EZ1068'15.7 FT WSW OF REFECTOR SIGN POST. DISK IS SET IN CONCRETE EZ1068'CYLINDER 5 INCHES BELOW THE SURFACE OF THE GROUND. EZ1068 EZ1068 STATION RECOVERY (1974) EZ1068 EZ1068'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 EZ1068'RECOVERED IN GOOD CONDITION. EZ1068 EZ1068 STATION RECOVERY (1979) EZ1068 EZ1068'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EZ1068'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ1068 EZ1068 STATION RECOVERY (1984) EZ1068 EZ1068'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ1068'THE STATION WAS RECOVERED AT THIS DATE. EZ1068'MARK IS IN GOOD CONDITION AS DESCRIBED. EZ1068' EZ1068'STATION IS ALSO A BENCH MARK. EZ1068 EZ1068 STATION RECOVERY (1984) EZ1068 EZ1068'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ1068'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3267 *********************************************************************** EZ3267 DESIGNATION - TUTOR EZ3267 PID - EZ3267 EZ3267 STATE/COUNTY- NC/WAKE EZ3267 USGS QUAD - RALEIGH WEST (1988) EZ3267 EZ3267 *CURRENT SURVEY CONTROL EZ3267 ___________________________________________________________________ EZ3267* NAD 83(1986)- 35 45 28.80256(N) 078 44 29.55084(W) ADJUSTED EZ3267* NAVD 88 - 147.772 (meters) 484.82 (feet) ADJUSTED EZ3267 ___________________________________________________________________ EZ3267 LAPLACE CORR- -6.83 (seconds) DEFLEC99 EZ3267 GEOID HEIGHT- -32.53 (meters) GEOID03 EZ3267 DYNAMIC HT - 147.644 (meters) 484.40 (feet) COMP EZ3267 MODELED GRAV- 979,765.0 (mgal) NAVD 88 EZ3267 EZ3267 HORZ ORDER - SECOND EZ3267 VERT ORDER - FIRST CLASS II EZ3267 EZ3267.The North Carolina HARNS have been completed but, EZ3267.due to contractual restrictions, coordinates for these stations EZ3267.will NOT be published in the near future. In the interim, the EZ3267.published coordinates in North Carolina will not be EZ3267.consistent with the Continuously Operating Reference Stations EZ3267.(CORS). The HARN coordinates for these stations are available EZ3267.upon request. Contact Gary Thompson(919-733-3836). EZ3267. EZ3267.In addition, the published North Carolina positions EZ3267.(NAD 83 (1986)) are NOT consistent with those determined in EZ3267.adjacent state readjustments. The discontinuity between stations EZ3267.located in North Carolina and those in adjacent states EZ3267.which have been adjusted to the HARN may be as much as 5 EZ3267.decimeters. This will result in a significant loss of accuracy EZ3267.over lines crossing such state borders. EZ3267 EZ3267 EZ3267.The horizontal coordinates were established by classical geodetic methods EZ3267.and adjusted by the National Geodetic Survey in July 1986. EZ3267 EZ3267.The orthometric height was determined by differential leveling EZ3267.and adjusted by the National Geodetic Survey in June 1991. EZ3267 EZ3267.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3267 EZ3267.The geoid height was determined by GEOID03. EZ3267 EZ3267.The dynamic height is computed by dividing the NAVD 88 EZ3267.geopotential number by the normal gravity value computed on the EZ3267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ3267.degrees latitude (g = 980.6199 gals.). EZ3267 EZ3267.The modeled gravity was interpolated from observed gravity values. EZ3267 EZ3267; North East Units Scale Factor Converg. EZ3267;SPC NC - 222,781.478 632,973.650 MT 0.99991153 +0 08 57.0 EZ3267;SPC NC - 730,908.90 2,076,681.05 sFT 0.99991153 +0 08 57.0 EZ3267;UTM 17 - 3,959,460.079 704,186.432 MT 1.00011378 +1 19 12.8 EZ3267 EZ3267! - Elev Factor x Scale Factor = Combined Factor EZ3267!SPC NC - 0.99998191 x 0.99991153 = 0.99989344 EZ3267!UTM 17 - 0.99998191 x 1.00011378 = 1.00009569 EZ3267 EZ3267: Primary Azimuth Mark Grid Az EZ3267:SPC NC - FIRE 324 39 48.9 EZ3267:UTM 17 - FIRE 323 29 33.1 EZ3267 EZ3267|---------------------------------------------------------------------| EZ3267| PID Reference Object Distance Geod. Az | EZ3267| dddmmss.s | EZ3267| EZ5123 FIRE APPROX. 0.7 KM 3244845.9 | EZ3267|---------------------------------------------------------------------| EZ3267 EZ3267 SUPERSEDED SURVEY CONTROL EZ3267 EZ3267 NAD 27 - 35 45 28.25478(N) 078 44 30.53390(W) AD( ) 2 EZ3267 NGVD 29 (12/28/92) 148.03 (m) 485.7 (f) LEVELING 3 EZ3267 EZ3267.Superseded values are not recommended for survey control. EZ3267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3267.See file dsdata.txt to determine how the superseded data were derived. EZ3267 EZ3267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0418659460(NAD 83) EZ3267_MARKER: DE = TRAVERSE STATION DISK EZ3267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3267_SP_SET: CONCRETE POST EZ3267_STAMPING: TUTOR 1965 EZ3267_MARK LOGO: NCGS EZ3267_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ3267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3267+STABILITY: SURFACE MOTION EZ3267 EZ3267 HISTORY - Date Condition Report By EZ3267 HISTORY - 1965 MONUMENTED NCGS EZ3267 HISTORY - 1984 GOOD NCGS EZ3267 HISTORY - 1984 GOOD NCGS EZ3267 HISTORY - 1987 GOOD USPSQD EZ3267 EZ3267 STATION DESCRIPTION EZ3267 EZ3267'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ3267'TUTOR IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ3267'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ3267' EZ3267'TUTOR IS 5.9 MILES WSW OF RALEIGH AND 3.0 MILES SE OF EZ3267'CARY. LOCATED 0.3 MILES SE ALONG SR 1313 FROM BRIDGE OVER EZ3267'U.S. 1. 1.0 MILE NW OF MACEDONIA. 0.85 MILES NW OF Y EZ3267'INTERSECTION OF SR 1319 AND SR 1313. E OF CURVE IN SR 1313. NE EZ3267'OF C/L OF SR 1313. 50 FT SE OF FIELD ROAD AND 20 FT E OF EZ3267'UNDERGROUND CABLE JUNCTION BOX. EZ3267' EZ3267'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ3267'TUTOR 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ3267'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ3267' EZ3267'MARK IS EZ3267' EZ3267'41.5 FT NE OF C/L OF SR 1313 EZ3267' EZ3267'54.0 FT SE OF C/L OF FIELD ROAD EZ3267' EZ3267'19.4 FT E OF ALUMINUM REF. TAG ON TP WITH JUNCTION BOX EZ3267' EZ3267'83.5 FT NE OF ALUMINUM REF. TAG ON PP 3 EZ3267' EZ3267'105.0 FT SE OF ALUMINUM REF. TAG ON PP 13 EZ3267' EZ3267'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ3267 EZ3267 STATION RECOVERY (1984) EZ3267 EZ3267'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ3267'THE STATION WAS RECOVERED AT THIS DATE. EZ3267'MARK IS IN GOOD CONDITION AS DESCRIBED. EZ3267' EZ3267'THE STATION IS ABOUT 4.8 KM (3.0 MI) SOUTHEAST OF CARY. EZ3267' EZ3267'0.6 KM (0.3 MI) SOUTHEAST ALONG CARY MACEDONIA ROAD (SR 1313) FROM EZ3267'US 1-64 OVERPASS, IN CURVE AT WOODS LINE. EZ3267' EZ3267'THE STATION IS A STANDARD NCGS DISK STAMPED---TUTOR 1965---, SET IN EZ3267'THE TOP OF A ROUND CONCRETE MONUMENT. LOCATED 12.6 METERS (41.5 FT) EZ3267'EAST OF THE CENTERLINE OF ROAD, EZ3267'16.5 METERS (54.0 FT) SOUTH-SOUTHEAST OF CENTER OF WOODS ROAD, EZ3267'5.5 METERS (18.1 FT) SOUTHEAST OF TELEPHONE POLE WITH TELEPHONE EZ3267'PEDESTAL WITH REFERENCE TAG, EZ3267'5.2 METERS (1.3 FT) NORTHEAST OF FIRE HYDRANT AND EZ3267'0.5 METER (1.5 FT) NORTH-NORTHEAST OF 6 INCH PINE. EZ3267' EZ3267'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK. EZ3267 EZ3267 STATION RECOVERY (1984) EZ3267 EZ3267'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ3267'4.8 KM (3.0 MI) SE FROM CARY. EZ3267'THE STATION IS ABOUT 4.8 KM (3.0 MI) SOUTHEAST OF CARY. 0.6 KM (0.3 EZ3267'MI) SOUTHEAST ALONG CARY MACEDONIA ROAD (SR 1313) FROM US 1-64 EZ3267'OVERPASS, IN CURVE AT WOODS LINE. THE STATION IS A STANDARD NCGS EZ3267'DISK STAMPED---TUTOR 1965---, SET IN THE TOP OF A ROUND CONCRETE EZ3267'MONUMENT. LOCATED 12.6 METERS (41.5 FT) EAST OF THE CENTERLINE OF EZ3267'ROAD, 16.5 METERS (54.0 FT) SOUTH-SOUTHEAST OF CENTER OF WOODS ROAD, EZ3267'5.5 METERS (18.1 FT) SOUTHEAST OF TELEPHONE POLE WITH TELEPHONE EZ3267'PEDESTAL WITH REFERENCE TAG, 5.2 METERS (1.3 FT) NORTHEAST OF FIRE EZ3267'HYDRANT AND 0.5 METER (1.5 FT) NORTH-NORTHEAST OF 6 INCH PINE. THE EZ3267'STATION IS 1.0 FOOT BELOW THE LEVEL OF THE ROAD. EZ3267 EZ3267 STATION RECOVERY (1987) EZ3267 EZ3267'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ3267'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1898 *********************************************************************** EZ1898 DESIGNATION - TWILIGHT EZ1898 PID - EZ1898 EZ1898 STATE/COUNTY- NC/WAKE EZ1898 USGS QUAD - BAYLEAF (1987) EZ1898 EZ1898 *CURRENT SURVEY CONTROL EZ1898 ___________________________________________________________________ EZ1898* NAD 83(1986)- 35 59 58.43455(N) 078 41 06.65990(W) ADJUSTED EZ1898* NAVD 88 - 100.606 (meters) 330.07 (feet) ADJUSTED EZ1898 ___________________________________________________________________ EZ1898 LAPLACE CORR- -6.84 (seconds) DEFLEC99 EZ1898 GEOID HEIGHT- -32.15 (meters) GEOID03 EZ1898 DYNAMIC HT - 100.523 (meters) 329.80 (feet) COMP EZ1898 MODELED GRAV- 979,802.7 (mgal) NAVD 88 EZ1898 EZ1898 HORZ ORDER - SECOND EZ1898 VERT ORDER - SECOND CLASS I EZ1898 EZ1898.The North Carolina HARNS have been completed but, EZ1898.due to contractual restrictions, coordinates for these stations EZ1898.will NOT be published in the near future. In the interim, the EZ1898.published coordinates in North Carolina will not be EZ1898.consistent with the Continuously Operating Reference Stations EZ1898.(CORS). The HARN coordinates for these stations are available EZ1898.upon request. Contact Gary Thompson(919-733-3836). EZ1898. EZ1898.In addition, the published North Carolina positions EZ1898.(NAD 83 (1986)) are NOT consistent with those determined in EZ1898.adjacent state readjustments. The discontinuity between stations EZ1898.located in North Carolina and those in adjacent states EZ1898.which have been adjusted to the HARN may be as much as 5 EZ1898.decimeters. This will result in a significant loss of accuracy EZ1898.over lines crossing such state borders. EZ1898 EZ1898 EZ1898.The horizontal coordinates were established by classical geodetic methods EZ1898.and adjusted by the National Geodetic Survey in March 1998. EZ1898 EZ1898.The orthometric height was determined by differential leveling EZ1898.and adjusted by the National Geodetic Survey in June 1991. EZ1898 EZ1898.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1898 EZ1898.The geoid height was determined by GEOID03. EZ1898 EZ1898.The dynamic height is computed by dividing the NAVD 88 EZ1898.geopotential number by the normal gravity value computed on the EZ1898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1898.degrees latitude (g = 980.6199 gals.). EZ1898 EZ1898.The modeled gravity was interpolated from observed gravity values. EZ1898 EZ1898; North East Units Scale Factor Converg. EZ1898;SPC NC - 249,597.473 637,985.160 MT 0.99995765 +0 10 54.1 EZ1898;SPC NC - 818,887.71 2,093,122.98 sFT 0.99995765 +0 10 54.1 EZ1898;UTM 17 - 3,986,378.383 708,647.765 MT 1.00013645 +1 21 39.9 EZ1898 EZ1898! - Elev Factor x Scale Factor = Combined Factor EZ1898!SPC NC - 0.99998926 x 0.99995765 = 0.99994691 EZ1898!UTM 17 - 0.99998926 x 1.00013645 = 1.00012571 EZ1898 EZ1898: Primary Azimuth Mark Grid Az EZ1898:SPC NC - FN 34 176 55 21.2 EZ1898:UTM 17 - FN 34 175 44 35.4 EZ1898 EZ1898|---------------------------------------------------------------------| EZ1898| PID Reference Object Distance Geod. Az | EZ1898| dddmmss.s | EZ1898| EZ1899 FN 34 406.846 METERS 1770615.3 | EZ1898| FY1969 EDWARD 394.940 METERS 34916 | EZ1898|---------------------------------------------------------------------| EZ1898 EZ1898 SUPERSEDED SURVEY CONTROL EZ1898 EZ1898 NAD 83(1986)- 35 59 58.43359(N) 078 41 06.66173(W) AD( ) 2 EZ1898 NAD 27 - 35 59 57.90320(N) 078 41 07.64213(W) AD( ) 2 EZ1898 NGVD 29 (03/05/92) 100.876 (m) 330.96 (f) ADJUSTED 2 1 EZ1898 EZ1898.Superseded values are not recommended for survey control. EZ1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1898.See file dsdata.txt to determine how the superseded data were derived. EZ1898 EZ1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0864886378(NAD 83) EZ1898_MARKER: DE = TRAVERSE STATION DISK EZ1898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1898_SP_SET: CONCRETE POST EZ1898_STAMPING: TWILIGHT 1969 EZ1898_MARK LOGO: NCGS EZ1898_PROJECTION: FLUSH EZ1898_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ1898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1898+STABILITY: SURFACE MOTION EZ1898_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ1898+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2004 EZ1898 EZ1898 HISTORY - Date Condition Report By EZ1898 HISTORY - 1969 MONUMENTED NCGS EZ1898 HISTORY - 1977 GOOD NCGS EZ1898 HISTORY - 1977 GOOD NCGS EZ1898 HISTORY - 1985 GOOD USPSQD EZ1898 HISTORY - 19850101 GOOD NCGS EZ1898 HISTORY - 1987 GOOD USPSQD EZ1898 HISTORY - 1987 GOOD USPSQD EZ1898 HISTORY - 1987 GOOD USPSQD EZ1898 HISTORY - 20041121 GOOD USPSQD EZ1898 EZ1898 STATION DESCRIPTION EZ1898 EZ1898'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ1898'TWILIGHT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1898'IN THE VICINITY OF WAKE FOREST, NORTH CAROLINA. EZ1898' EZ1898'TWILIGHT IS LOCATED APPROXIMATELY 10.0 MILES WEST OF WAKE EZ1898'FOREST. TO REACH STATION PROCEED FROM THE INTERSECTION OF NC 98 EZ1898'AND NC 50, GO NORTH ON NC 50 FOR 0.8 MILE TO STATION ON EAST EZ1898'SIDE OF ROAD AND 0.3 MILE SOUTH OF SR 1831. EZ1898' EZ1898'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1898'TWILIGHT 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ1898'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ1898' EZ1898'MARK IS EZ1898' EZ1898'36.4 FT E OF C/L OF NC 50 EZ1898' EZ1898'24.7 FT S OF TWILGIHT GRILL SIGN, WITH ALUMINUM REF. TAG EZ1898' EZ1898'7.9 FT SW OF FENCE POST WITH ALUMINUM REF. TAG EZ1898' EZ1898'12.5 FT NW OF FENCE POST WITH ALUMINUM REF. TAG EZ1898' EZ1898'40.0 FT N OF 10 INCH PINE TREE WITH ALUMINUM REF. TAG EZ1898 EZ1898 STATION RECOVERY (1977) EZ1898 EZ1898'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (HGG) EZ1898'THE STATION WAS RECOVERED IN GOOD CONDITION. EZ1898' EZ1898'NEW REFERENCES TO THE MARK ARE AS FOLLOWS--36.9 FEET EAST OF THE EZ1898'CENTERLINE OF NC 50, 24.7 FEET SOUTH OF GRILL SIGN, 5.3 FEET SOUTHWEST EZ1898'OF A FENCE POST, 11.6 FEET NORTHWEST OF A FENCE POST, 40.0 FEET NORTH EZ1898'OF A 10 INCH PINE, 16.0 FEET WEST-SOUTHWEST OF A SMALL GUM, 18.2 FEET EZ1898'NORTH OF AN OAK AND 109.6 FEET NORTH OF A POWER POLE ALL BEARING EZ1898'REFERENCE TAGS ON WOOD OBJECTS. EZ1898 EZ1898 STATION RECOVERY (1977) EZ1898 EZ1898'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 EZ1898'8.5 MI SOUTH FROM CREEDMOOR. EZ1898'STATION IS LOCATED APPROXIMATELY 10.0 MILES WEST OF WAKE FOREST. TO EZ1898'REACH STATION FROM THE INTERSECTION OF NC 50 AND NC 98, PROCEED NORTH EZ1898'ALONG NC 50 FOR 0.8 MILE TO STATION ON EAST SIDE OF ROAD AND 0.3 MILE EZ1898'SOUTH OF SR 1831, 36.9 FT. EAST OF CENTERLINE OF NC 50, 24.7 FT. SOUTH EZ1898'OF TWILIGHT GRILL SIGN WITH ALUMINUM REF. TAG, 5.3 FT. WEST SOUTHWEST EZ1898'OF FENCE POST WITH ALUMINUM REF. TAG, 11.6 FT. NORTH NORTHWEST OF EZ1898'FENCE POST WITH ALUMINUM REF. TAG, 40.0 FT. NORTH OF 10 INCH PINE WITH EZ1898'ALUMINUM REF. TAG, 109.6 FT. NORTH OF POWER POLE WITH ALUMINUM REF. EZ1898'TAG, 16.0 FT. WEST SOUTHWEST OF 3 INCH SWEET GUM WITH ALUMINUM REF. EZ1898'TAG AND 18.2 FT. NORTH NORTHWEST OF 3 INCH WHITE OAK WITH ALUMINUM EZ1898'REF. TAG. EZ1898 EZ1898 STATION RECOVERY (1985) EZ1898 EZ1898'RECOVERY NOTE BY US POWER SQUADRON 1985 (JTS) EZ1898'RECOVERED IN GOOD CONDITION. EZ1898 EZ1898 STATION RECOVERY (1985) EZ1898 EZ1898'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ1898'RECOVERED AS DESCRIBED. ADDITIONAL REFERENCES FOLLOW. MARK IS LOCATED EZ1898'1.2 M (3.9 FT) WEST OF THE FENCE, 57.2 M (187.7 FT) SOUTH OF A EZ1898'TELEPHONE PEDESTAL BESIDE A POWER POLE WITH A REFERENCE TAG--AND 5.6 M EZ1898'(18.4 FT) NORTHWEST OF A 5-INCH OAK, 4.8 M (15.7 FT) WEST-SOUTHWEST OF EZ1898'A 4-INCH GUM, 33.4 M (109.6 FT) NORTH OF A POWER POLE--ALL WITH EZ1898'REFERENCE TAGS. MARK IS ABOUT 1 FOOT (0.3 M) HIGHER THAN HIGHWAY. EZ1898 EZ1898 STATION RECOVERY (1987) EZ1898 EZ1898'RECOVERY NOTE BY US POWER SQUADRON 1987 (SM) EZ1898'RECOVERED IN GOOD CONDITION. EZ1898 EZ1898 STATION RECOVERY (1987) EZ1898 EZ1898'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS) EZ1898'RECOVERED IN GOOD CONDITION. EZ1898 EZ1898 STATION RECOVERY (1987) EZ1898 EZ1898'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ1898'RECOVERED IN GOOD CONDITION. EZ1898 EZ1898 STATION RECOVERY (2004) EZ1898 EZ1898'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ1898'RECOVERED AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0946 *********************************************************************** EZ0946 DESIGNATION - UMSTEAD EZ0946 PID - EZ0946 EZ0946 STATE/COUNTY- NC/WAKE EZ0946 USGS QUAD - SOUTHEAST DURHAM (1993) EZ0946 EZ0946 *CURRENT SURVEY CONTROL EZ0946 ___________________________________________________________________ EZ0946* NAD 83(1986)- 35 53 31.46707(N) 078 45 07.58376(W) ADJUSTED EZ0946* NAVD 88 - 146.060 (meters) 479.20 (feet) ADJUSTED EZ0946 ___________________________________________________________________ EZ0946 LAPLACE CORR- -6.59 (seconds) DEFLEC99 EZ0946 GEOID HEIGHT- -32.14 (meters) GEOID03 EZ0946 DYNAMIC HT - 145.937 (meters) 478.80 (feet) COMP EZ0946 MODELED GRAV- 979,786.0 (mgal) NAVD 88 EZ0946 EZ0946 HORZ ORDER - SECOND EZ0946 VERT ORDER - SECOND CLASS 0 EZ0946 EZ0946.The North Carolina HARNS have been completed but, EZ0946.due to contractual restrictions, coordinates for these stations EZ0946.will NOT be published in the near future. In the interim, the EZ0946.published coordinates in North Carolina will not be EZ0946.consistent with the Continuously Operating Reference Stations EZ0946.(CORS). The HARN coordinates for these stations are available EZ0946.upon request. Contact Gary Thompson(919-733-3836). EZ0946. EZ0946.In addition, the published North Carolina positions EZ0946.(NAD 83 (1986)) are NOT consistent with those determined in EZ0946.adjacent state readjustments. The discontinuity between stations EZ0946.located in North Carolina and those in adjacent states EZ0946.which have been adjusted to the HARN may be as much as 5 EZ0946.decimeters. This will result in a significant loss of accuracy EZ0946.over lines crossing such state borders. EZ0946 EZ0946 EZ0946.The horizontal coordinates were established by classical geodetic methods EZ0946.and adjusted by the National Geodetic Survey in July 1986. EZ0946 EZ0946.The orthometric height was determined by differential leveling EZ0946.and adjusted by the National Geodetic Survey in June 1991. EZ0946 EZ0946.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0946 EZ0946.The geoid height was determined by GEOID03. EZ0946 EZ0946.The dynamic height is computed by dividing the NAVD 88 EZ0946.geopotential number by the normal gravity value computed on the EZ0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0946.degrees latitude (g = 980.6199 gals.). EZ0946 EZ0946.The modeled gravity was interpolated from observed gravity values. EZ0946 EZ0946; North East Units Scale Factor Converg. EZ0946;SPC NC - 237,654.070 631,981.138 MT 0.99993492 +0 08 35.1 EZ0946;SPC NC - 779,703.39 2,073,424.78 sFT 0.99993492 +0 08 35.1 EZ0946;UTM 17 - 3,974,312.022 702,889.389 MT 1.00010726 +1 19 05.9 EZ0946 EZ0946! - Elev Factor x Scale Factor = Combined Factor EZ0946!SPC NC - 0.99998212 x 0.99993492 = 0.99991704 EZ0946!UTM 17 - 0.99998212 x 1.00010726 = 1.00008938 EZ0946 EZ0946: Primary Azimuth Mark Grid Az EZ0946:SPC NC - EBENEZER 2 130 12 04.1 EZ0946:UTM 17 - EBENEZER 2 129 01 33.3 EZ0946 EZ0946|---------------------------------------------------------------------| EZ0946| PID Reference Object Distance Geod. Az | EZ0946| dddmmss.s | EZ0946| EZ0947 EBENEZER 2 APPROX. 1.5 KM 1302039.2 | EZ0946| EZ0945 OPTICAL 2 457.082 METERS 3101758.4 | EZ0946|---------------------------------------------------------------------| EZ0946 EZ0946 SUPERSEDED SURVEY CONTROL EZ0946 EZ0946 NAD 27 - 35 53 30.94076(N) 078 45 08.56291(W) AD( ) 2 EZ0946 NGVD 29 (??/??/92) 146.32 (m) 480.1 (f) COMPUTED 2 0 EZ0946 EZ0946.Superseded values are not recommended for survey control. EZ0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0946.See file dsdata.txt to determine how the superseded data were derived. EZ0946 EZ0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0288974312(NAD 83) EZ0946_MARKER: DE = TRAVERSE STATION DISK EZ0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0946_STAMPING: UMSTEAD 1961 EZ0946_MARK LOGO: NCGS EZ0946_MAGNETIC: N = NO MAGNETIC MATERIAL EZ0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0946+STABILITY: SURFACE MOTION EZ0946 EZ0946 HISTORY - Date Condition Report By EZ0946 HISTORY - 1961 MONUMENTED NCGS EZ0946 HISTORY - 1973 GOOD NCGS EZ0946 HISTORY - 1973 GOOD NCGS EZ0946 HISTORY - 19860101 SEE DESCRIPTION NCGS EZ0946 EZ0946 STATION DESCRIPTION EZ0946 EZ0946'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ0946'UMSTEAD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ0946'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ0946' EZ0946'UMSTEAD IS 10.4 MILES NW OF RALEIGH. PROCEED WEST ON U.S. 70 EZ0946'FOR 5.3 MILES TO CRABTREE CREEK, CONTINUE ON U.S. 70 FOR 6.1 EZ0946'MILES TO STATION. OR 1.1 MILES E OF INTERSECTION OF U.S. 70 EZ0946'AND RALEIGH-DURHAM AIRPORT RD. STATION IS APPROXIMATELY 800 FT EZ0946'W OF THE ENTRANCE TO WILLIAM B. UMSTEAD STATE PARK, 100 FT E EZ0946'OF CREST OF HILL AND AT HIGHWAY STATION 195+00 ON W LANE EZ0946'OF PAVEMENT. EZ0946' EZ0946'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ0946'UMSTEAD 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ0946'OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ0946' EZ0946'MARK IS EZ0946' EZ0946'120.0 FT N OF NE CORNER OF A BRICK HOUSE EZ0946' EZ0946'6.2 FT S OF EDGE OF W LANE WHERE 195+00 IS STAMPED ON EDGE EZ0946'OF PAVEMENT EZ0946' EZ0946'800.0 FT W OF ENTRANCE TO WILLIAM B. UMSTEAD STATE PARK EZ0946' EZ0946'100.0 FT E OF CREST OF HILL EZ0946 EZ0946 STATION RECOVERY (1973) EZ0946 EZ0946'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EZ0946'GOOD. NEW REFERENCES-- EZ0946' EZ0946'120.0 FT NE OF NE CORNER OF BRICK HOME (ON PROJECTION OF E SIDE). EZ0946' EZ0946'6.2 FT SW OF EDGE OF W LANE AT NUMERALS 195+00 EMBEDDED EZ0946'IN PAVEMENT APPRO. 100.0 FT SE OF CREST OF HILL EZ0946' EZ0946'54.6 FT SE OF C/L OF SR 1876 MEDIAN CROSSOVER EZ0946 EZ0946 STATION RECOVERY (1973) EZ0946 EZ0946'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0946'6.3 MI NE FROM MORRISVILLE. EZ0946'UMSTEAD IS LOCATED APPROXIMATELY 10.1 MILES NW OF CAPITOL EZ0946'SQUARE IN RALEIGH. TO REACH STATION FROM THE U.S. 70 UNDERPASS EZ0946'OF U.S. 1 - U.S. 64 BYPASS (BELTLINE) IN NW RALEIGH, PROCEED EZ0946'NW ALONG U.S. 70 FOR APPROXIMATELY 6.1 MILES TO A CROSSOVER FOR EZ0946'SR 1876 AND STATION IN MEDIAN SE OF CROSSOVER, 1.0 MILES SE OF EZ0946'INTERSECTION OF U.S. 70 AND SR 1002 (RDU-AIRPORT ROAD), EZ0946'APPROXIMATELY 800 FT NW OF ENTRANCE TO UMSTEAD STATE PARK, EZ0946'AND ABOUT 100 FT SE OF CREST OF HILL, 54.6 FT SE OF C/L OF EZ0946'CROSSOVER, 6.2 FT SW OF SW EDGE OF U.S. 70 WEST BOUND AT 195 + 00 EZ0946'STAMPED IN PAVEMENT, AND 120.0 NE OF NE CORNER OF BRICK HOUSE EZ0946'AND ON PROJECTION OF EAST SIDE OF HOUSE. DISK IS SET IN CONCRETE EZ0946'CYLINDER 3 INCHES BELOW THE SURFACE OF THE GROUND. EZ0946 EZ0946 STATION RECOVERY (1986) EZ0946 EZ0946'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ0946'EDM WAS USED TO DETERMINE LOCATION OF STATION--PLACED UNDER PAVEMENT EZ0946'OF NEW TURN LANE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0911 *********************************************************************** EZ0911 DESIGNATION - UNITED EZ0911 PID - EZ0911 EZ0911 STATE/COUNTY- NC/WAKE EZ0911 USGS QUAD - RALEIGH EAST (1993) EZ0911 EZ0911 *CURRENT SURVEY CONTROL EZ0911 ___________________________________________________________________ EZ0911* NAD 83(1986)- 35 50 59.92155(N) 078 36 21.74721(W) ADJUSTED EZ0911* NAVD 88 - 103.421 (meters) 339.31 (feet) ADJUSTED EZ0911 ___________________________________________________________________ EZ0911 LAPLACE CORR- -7.47 (seconds) DEFLEC99 EZ0911 GEOID HEIGHT- -32.88 (meters) GEOID03 EZ0911 DYNAMIC HT - 103.332 (meters) 339.02 (feet) COMP EZ0911 MODELED GRAV- 979,776.5 (mgal) NAVD 88 EZ0911 EZ0911 HORZ ORDER - SECOND EZ0911 VERT ORDER - FIRST CLASS II EZ0911 EZ0911.The North Carolina HARNS have been completed but, EZ0911.due to contractual restrictions, coordinates for these stations EZ0911.will NOT be published in the near future. In the interim, the EZ0911.published coordinates in North Carolina will not be EZ0911.consistent with the Continuously Operating Reference Stations EZ0911.(CORS). The HARN coordinates for these stations are available EZ0911.upon request. Contact Gary Thompson(919-733-3836). EZ0911. EZ0911.In addition, the published North Carolina positions EZ0911.(NAD 83 (1986)) are NOT consistent with those determined in EZ0911.adjacent state readjustments. The discontinuity between stations EZ0911.located in North Carolina and those in adjacent states EZ0911.which have been adjusted to the HARN may be as much as 5 EZ0911.decimeters. This will result in a significant loss of accuracy EZ0911.over lines crossing such state borders. EZ0911 EZ0911 EZ0911.The horizontal coordinates were established by classical geodetic methods EZ0911.and adjusted by the National Geodetic Survey in July 1986. EZ0911 EZ0911.The orthometric height was determined by differential leveling EZ0911.and adjusted by the National Geodetic Survey in June 1991. EZ0911 EZ0911.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0911 EZ0911.The geoid height was determined by GEOID03. EZ0911 EZ0911.The dynamic height is computed by dividing the NAVD 88 EZ0911.geopotential number by the normal gravity value computed on the EZ0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0911.degrees latitude (g = 980.6199 gals.). EZ0911 EZ0911.The modeled gravity was interpolated from observed gravity values. EZ0911 EZ0911; North East Units Scale Factor Converg. EZ0911;SPC NC - 233,026.234 645,186.489 MT 0.99992699 +0 13 38.6 EZ0911;SPC NC - 764,520.24 2,116,749.34 sFT 0.99992699 +0 13 38.6 EZ0911;UTM 17 - 3,969,955.088 716,189.677 MT 1.00017595 +1 24 09.4 EZ0911 EZ0911! - Elev Factor x Scale Factor = Combined Factor EZ0911!SPC NC - 0.99998893 x 0.99992699 = 0.99991592 EZ0911!UTM 17 - 0.99998893 x 1.00017595 = 1.00016488 EZ0911 EZ0911: Primary Azimuth Mark Grid Az EZ0911:SPC NC - BISHOP 206 30 33.6 EZ0911:UTM 17 - BISHOP 205 20 02.8 EZ0911 EZ0911|---------------------------------------------------------------------| EZ0911| PID Reference Object Distance Geod. Az | EZ0911| dddmmss.s | EZ0911| EZ0912 TOWN 118.569 METERS 03817 | EZ0911| EZ0910 BISHOP APPROX. 0.9 KM 2064412.2 | EZ0911|---------------------------------------------------------------------| EZ0911 EZ0911 SUPERSEDED SURVEY CONTROL EZ0911 EZ0911 NAD 27 - 35 50 59.38843(N) 078 36 22.73723(W) AD( ) 2 EZ0911 NGVD 29 (03/05/92) 103.697 (m) 340.21 (f) ADJUSTED 1 2 EZ0911 EZ0911.Superseded values are not recommended for survey control. EZ0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0911.See file dsdata.txt to determine how the superseded data were derived. EZ0911 EZ0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1619069955(NAD 83) EZ0911_MARKER: DE = TRAVERSE STATION DISK EZ0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0911_SP_SET: CONCRETE POST EZ0911_STAMPING: UNITED 1972 EZ0911_MARK LOGO: NCGS EZ0911_PROJECTION: RECESSED 3 CENTIMETERS EZ0911_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0911+STABILITY: SURFACE MOTION EZ0911 EZ0911 HISTORY - Date Condition Report By EZ0911 HISTORY - 1972 MONUMENTED NCGS EZ0911 HISTORY - 1972 GOOD NCGS EZ0911 HISTORY - 1980 GOOD NCGS EZ0911 HISTORY - 1985 GOOD NCGS EZ0911 HISTORY - 1985 GOOD NCGS EZ0911 HISTORY - 19871001 GOOD NCGS EZ0911 EZ0911 STATION DESCRIPTION EZ0911 EZ0911'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ0911'UNITED IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0911'VICINITY OF MILLBROOK, RALEIGH, NORTH CAROLINA. EZ0911' EZ0911'UNITED IS LOCATED APPROXIMATELY IN MILLBROOK, AND 5.2 MILES NNE OF EZ0911'CAPITOL SQUARE IN RALEIGH. STATION IS AT MILLBROOK UNITED METHODIST EZ0911'CHURCH, IN MILLBROOK, IN SW QUAD. OF INTERSECTION OF WAKE FOREST EZ0911'ROAD (SR 2030) AND MILLBROOK ROAD (SR 2113). EZ0911' EZ0911'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED UNITED EZ0911'1972, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1 EZ0911'INCH BELOW THE GROUND. EZ0911' EZ0911'MARK IS EZ0911'27.4 FEET NW OF A C/L OF WAKE FOREST ROAD. EZ0911'41.3 FEET SW OF A C/L OF MILLBROOK ROAD. EZ0911'30.4 FEET NNE OF ALUMINUM REF. TAG ON TP NO. 196. EZ0911'36.6 FEET ESE OF ALUMINUM REF. TAG ON PP NO. 12 WITH EZ0911'TRANSFORMERS. 21.5 FEET NE OF ALUMINUM REF. TAG ON 35 INCH WATER EZ0911'OAK. 2.5 FEET SW OF THE SW CORNER OF TOP SIDEWALK EZ0911'STEPS TO UNITED METHODIST CHURCH. EZ0911 EZ0911 STATION RECOVERY (1972) EZ0911 EZ0911'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0911'IN MILLBROOK. EZ0911'UNITED IS LOCATED IN MILLBROOK, AND 5.2 MILES NNE OF CAPITOL EZ0911'SQUARE IN RALEIGH. STATION IS AT MILLBROOK UNITED METHODIST EZ0911'CHURCH, IN SW QUADRANT OF INTERSECTION OF WAKE FOREST ROAD EZ0911'(SR 2030) AND MILLBROOK ROAD (SR 2113), 27.4 FT NW OF C/L OF WAKE EZ0911'FOREST ROAD, 41.3 FT SW OF C/L OF MILLBROOK ROAD, 30.4 FT NNE OF EZ0911'ALUMINUM REF. TAG ON TP 196, 36.6 FT ESE OF ALUMINUM REF. TAG ON EZ0911'PP 12 WITH TRANSFORMERS, 21.5 FT NE OF ALUMINUM REF. TAG ON 35 IN EZ0911'WATER OAK, AND 2.5 FT SW OF THE SW CORNER OF TOP SIDEWALK STEPS EZ0911'TO UNITED METHODIST CHURCH. DISK IS SET IN THE TOP OF A CONCRETE EZ0911'CYLINDER, SET 1 INCH BELOW THE SURFACE OF THE GROUND. EZ0911 EZ0911 STATION RECOVERY (1980) EZ0911 EZ0911'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ0911'LOCATED AT THE T INTERSECTION OF SR 2030 (OLD WAKE FOREST ROAD) EZ0911'WITH SR 2018 (MILLBROOK DRIVE) ON GROUNDS OF MILLBROOK UNITED EZ0911'METHODIST CHURCH, 27.4 FEET NORTHWEST OF CENTERLINE OF SR 2030, EZ0911'41.3 FEET SOUTH OF CENTERLINE OF SR 2018, 30.4 FEET NORTH-NORTHEAST EZ0911'OF TELEPHONE POLE 196 WITH REFERENCE TAG, 36.6 FEET EAST-SOUTHEAST EZ0911'OF POWER POLE 12 WITH REFERENCE TAG, 20.7 FEET NORTHEAST OF 35-INCH EZ0911'WATER OAK WITH REFERENCE TAG AND 2.5 FEET SOUTHWEST OF EZ0911'SOUTHWEST CORNER OF SIDEWALK STEPS. EZ0911'THE MARK IS 3 FT ABOVE ROAD. EZ0911 EZ0911 STATION RECOVERY (1985) EZ0911 EZ0911'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0911'THE STATION WAS RECOVERED AT THIS DATE. EZ0911'STATION IS IN GOOD CONDITION AS DESCRIBED. EZ0911' EZ0911'NCGS EZ0911 EZ0911 STATION RECOVERY (1985) EZ0911 EZ0911'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 EZ0911'RECOVERED IN GOOD CONDITION. EZ0911 EZ0911 STATION RECOVERY (1987) EZ0911 EZ0911'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ0911'RECOVERED AS DESCRIBED. MARK IS NOW RECESSED 3 INCHES BELOW GROUND. EZ0911'LOCATED 19.9 M (65.3 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE EZ0911'CHURCH, AND 9.5 M (31.2 FT) EAST-SOUTHEAST OF A POWER POLE WITH A EZ0911'TRANSFORMER AND A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1140 *********************************************************************** EZ1140 DESIGNATION - UPCHURCH EZ1140 PID - EZ1140 EZ1140 STATE/COUNTY- NC/WAKE EZ1140 USGS QUAD - APEX (1993) EZ1140 EZ1140 *CURRENT SURVEY CONTROL EZ1140 ___________________________________________________________________ EZ1140* NAD 83(1986)- 35 43 43.49230(N) 078 51 28.85574(W) ADJUSTED EZ1140* NAVD 88 - 136.655 (meters) 448.34 (feet) ADJUSTED EZ1140 ___________________________________________________________________ EZ1140 LAPLACE CORR- -5.12 (seconds) DEFLEC99 EZ1140 GEOID HEIGHT- -32.19 (meters) GEOID03 EZ1140 DYNAMIC HT - 136.537 (meters) 447.96 (feet) COMP EZ1140 MODELED GRAV- 979,764.2 (mgal) NAVD 88 EZ1140 EZ1140 HORZ ORDER - SECOND EZ1140 VERT ORDER - SECOND CLASS II EZ1140 EZ1140.The North Carolina HARNS have been completed but, EZ1140.due to contractual restrictions, coordinates for these stations EZ1140.will NOT be published in the near future. In the interim, the EZ1140.published coordinates in North Carolina will not be EZ1140.consistent with the Continuously Operating Reference Stations EZ1140.(CORS). The HARN coordinates for these stations are available EZ1140.upon request. Contact Gary Thompson(919-733-3836). EZ1140. EZ1140.In addition, the published North Carolina positions EZ1140.(NAD 83 (1986)) are NOT consistent with those determined in EZ1140.adjacent state readjustments. The discontinuity between stations EZ1140.located in North Carolina and those in adjacent states EZ1140.which have been adjusted to the HARN may be as much as 5 EZ1140.decimeters. This will result in a significant loss of accuracy EZ1140.over lines crossing such state borders. EZ1140 EZ1140 EZ1140.The horizontal coordinates were established by classical geodetic methods EZ1140.and adjusted by the National Geodetic Survey in July 1986. EZ1140 EZ1140.The orthometric height was determined by differential leveling EZ1140.and adjusted by the National Geodetic Survey in June 1991. EZ1140 EZ1140.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1140 EZ1140.The geoid height was determined by GEOID03. EZ1140 EZ1140.The dynamic height is computed by dividing the NAVD 88 EZ1140.geopotential number by the normal gravity value computed on the EZ1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1140.degrees latitude (g = 980.6199 gals.). EZ1140 EZ1140.The modeled gravity was interpolated from observed gravity values. EZ1140 EZ1140; North East Units Scale Factor Converg. EZ1140;SPC NC - 219,514.804 622,445.567 MT 0.99990716 +0 04 55.0 EZ1140;SPC NC - 720,191.49 2,042,140.16 sFT 0.99990716 +0 04 55.0 EZ1140;UTM 17 - 3,955,978.467 693,725.387 MT 1.00006248 +1 15 04.3 EZ1140 EZ1140! - Elev Factor x Scale Factor = Combined Factor EZ1140!SPC NC - 0.99998360 x 0.99990716 = 0.99989077 EZ1140!UTM 17 - 0.99998360 x 1.00006248 = 1.00004608 EZ1140 EZ1140: Primary Azimuth Mark Grid Az EZ1140:SPC NC - JAYCEE 324 09 24.0 EZ1140:UTM 17 - JAYCEE 322 59 14.7 EZ1140 EZ1140|---------------------------------------------------------------------| EZ1140| PID Reference Object Distance Geod. Az | EZ1140| dddmmss.s | EZ1140| EZ1139 SALEM 375.849 METERS 11735 | EZ1140| EZ5322 JAYCEE 452.276 METERS 3241419.0 | EZ1140| EZ1141 JAYCEE 2 483.689 METERS 3253113.8 | EZ1140|---------------------------------------------------------------------| EZ1140 EZ1140 SUPERSEDED SURVEY CONTROL EZ1140 EZ1140 NAD 27 - 35 43 42.94574(N) 078 51 29.82918(W) AD( ) 2 EZ1140 NGVD 29 (??/??/92) 136.909 (m) 449.18 (f) ADJ UNCH 2 2 EZ1140 EZ1140.Superseded values are not recommended for survey control. EZ1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1140.See file dsdata.txt to determine how the superseded data were derived. EZ1140 EZ1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9372555978(NAD 83) EZ1140_MARKER: DE = TRAVERSE STATION DISK EZ1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1140_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1140_STAMPING: UPCHURCH 1967 EZ1140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1140+STABILITY: SURFACE MOTION EZ1140 EZ1140 HISTORY - Date Condition Report By EZ1140 HISTORY - 1967 MONUMENTED NCGS EZ1140 HISTORY - 1974 GOOD NCGS EZ1140 HISTORY - 19740901 GOOD USGS EZ1140 HISTORY - 1979 GOOD LOCSUR EZ1140 HISTORY - 1987 GOOD USPSQD EZ1140 HISTORY - 1989 GOOD USPSQD EZ1140 EZ1140 STATION DESCRIPTION EZ1140 EZ1140'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1140'UPCHURCH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1140'IN THE VICINITY OF APEX, NORTH CAROLINA. EZ1140' EZ1140'UPCHURCH IS LOCATED APPROXIMATELY 0.4 MILES WEST OF THE EZ1140'CENTER OF APEX. TO REACH STATION PROCEED FROM THE INTERSECTION EZ1140'OF NC 55 WITH OLD U.S. 1 (S. SALEM ST.) IN APEX, GO NORTHWEST EZ1140'ON NC 55 FOR 0.25 MILES TO STATION. WHICH IS AT THE EZ1140'NORTHEAST CORNER OF APEX MFG. COMPANY PARKING LOT. EZ1140' EZ1140'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1140'UPCHURCH 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ1140'OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ1140' EZ1140'MARK IS EZ1140' EZ1140'84.1 FT SW OF C/L OF NC 55 (W. WILLIAMS ST.) EZ1140' EZ1140'67.1 FT SE OF PP WITH ALUMINUM REF. TAG AT SOUTH SIDE OF EZ1140'DRIVEWAY TO APEX MFG. CO. EZ1140' EZ1140'102.4 FT WNW OF FIRE HYDRANT AT N SIDE OF DRIVEWAY TO EZ1140'EMPLOYEES PARKING LOT EZ1140' EZ1140'3.9 FT E OF SE CORNER OF SIDEWALK FROM EMPLOYEE PARKING LOT TO EZ1140'FACTORY EZ1140' EZ1140'2.4 FT SE OF SE 4X4 POST AROUND TRASH CAN, AND WITH EZ1140'ALUMINUM REF. TAG EZ1140 EZ1140 STATION RECOVERY (1974) EZ1140 EZ1140'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 EZ1140'IN APEX. EZ1140'TO REACH STATION FROM INTERSECTION OF NC 55 WITH SOUTH SALEM EZ1140'STREET (OLD U.S. 1) IN APEX, PROCEED NW ALONG NC 55 FOR 0.25 EZ1140'MILE TO STATION ON LEFT AT A SIDEWALK LEADING FROM APEX EZ1140'MANUFACTURING COMPANY FACTORY TO EMPLOYEE PARKING LOT, 84.1 FT EZ1140'SW OF C/L NC 55 (WILLIAMS STREET), 67.1 FT SE OF A PP AT SOUTH EZ1140'SIDE OF DRIVEWAY TO APEX MANUFACTURING COMPANY, WITH ALUMINUM REF. EZ1140'TAG, 102.4 FT WNW OF FIRE HYDRANT AT NORTH SIDE OF DRIVEWAY TO EZ1140'EMPLOYEE PARKING LOT, AND 3.9 FT EAST OF SE CORNER OF SIDEWALK. EZ1140'DISK IS SET IN TOP OF CONCRETE CYLINDER, 1 INCH BELOW THE GROUND. EZ1140 EZ1140 STATION RECOVERY (1974) EZ1140 EZ1140'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (ESL) EZ1140'RECOVERED IN GOOD CONDITION. EZ1140 EZ1140 STATION RECOVERY (1979) EZ1140 EZ1140'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (ARB) EZ1140'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ1140 EZ1140 STATION RECOVERY (1987) EZ1140 EZ1140'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ1140'RECOVERED IN GOOD CONDITION. EZ1140 EZ1140 STATION RECOVERY (1989) EZ1140 EZ1140'RECOVERY NOTE BY US POWER SQUADRON 1989 (WCB) EZ1140'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2429 *********************************************************************** EZ2429 DESIGNATION - VADEN EZ2429 PID - EZ2429 EZ2429 STATE/COUNTY- NC/WAKE EZ2429 USGS QUAD - KNIGHTDALE (1993) EZ2429 EZ2429 *CURRENT SURVEY CONTROL EZ2429 ___________________________________________________________________ EZ2429* NAD 83(1986)- 35 48 25.81724(N) 078 25 21.71728(W) ADJUSTED EZ2429* NAVD 88 - 107.412 (meters) 352.40 (feet) ADJUSTED EZ2429 ___________________________________________________________________ EZ2429 LAPLACE CORR- -5.63 (seconds) DEFLEC99 EZ2429 GEOID HEIGHT- -33.76 (meters) GEOID03 EZ2429 DYNAMIC HT - 107.317 (meters) 352.09 (feet) COMP EZ2429 MODELED GRAV- 979,747.6 (mgal) NAVD 88 EZ2429 EZ2429 HORZ ORDER - SECOND EZ2429 VERT ORDER - SECOND CLASS II EZ2429 EZ2429.The North Carolina HARNS have been completed but, EZ2429.due to contractual restrictions, coordinates for these stations EZ2429.will NOT be published in the near future. In the interim, the EZ2429.published coordinates in North Carolina will not be EZ2429.consistent with the Continuously Operating Reference Stations EZ2429.(CORS). The HARN coordinates for these stations are available EZ2429.upon request. Contact Gary Thompson(919-733-3836). EZ2429. EZ2429.In addition, the published North Carolina positions EZ2429.(NAD 83 (1986)) are NOT consistent with those determined in EZ2429.adjacent state readjustments. The discontinuity between stations EZ2429.located in North Carolina and those in adjacent states EZ2429.which have been adjusted to the HARN may be as much as 5 EZ2429.decimeters. This will result in a significant loss of accuracy EZ2429.over lines crossing such state borders. EZ2429 EZ2429 EZ2429.The horizontal coordinates were established by classical geodetic methods EZ2429.and adjusted by the National Geodetic Survey in July 1986. EZ2429 EZ2429.The orthometric height was determined by differential leveling EZ2429.and adjusted by the National Geodetic Survey in June 1991. EZ2429 EZ2429.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2429 EZ2429.The geoid height was determined by GEOID03. EZ2429 EZ2429.The dynamic height is computed by dividing the NAVD 88 EZ2429.geopotential number by the normal gravity value computed on the EZ2429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2429.degrees latitude (g = 980.6199 gals.). EZ2429 EZ2429.The modeled gravity was interpolated from observed gravity values. EZ2429 EZ2429; North East Units Scale Factor Converg. EZ2429;SPC NC - 228,358.036 661,774.710 MT 0.99991947 +0 19 59.5 EZ2429;SPC NC - 749,204.66 2,171,172.53 sFT 0.99991947 +0 19 59.5 EZ2429;UTM 17 - 3,965,626.830 732,875.137 MT 1.00026830 +1 30 30.8 EZ2429 EZ2429! - Elev Factor x Scale Factor = Combined Factor EZ2429!SPC NC - 0.99998844 x 0.99991947 = 0.99990791 EZ2429!UTM 17 - 0.99998844 x 1.00026830 = 1.00025674 EZ2429 EZ2429 SUPERSEDED SURVEY CONTROL EZ2429 EZ2429 NAD 27 - 35 48 25.25850(N) 078 25 22.70903(W) AD( ) 2 EZ2429 NGVD 29 (??/??/92) 107.695 (m) 353.33 (f) ADJ UNCH 2 2 EZ2429 EZ2429.Superseded values are not recommended for survey control. EZ2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2429.See file dsdata.txt to determine how the superseded data were derived. EZ2429 EZ2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3287565627(NAD 83) EZ2429_MARKER: DE = TRAVERSE STATION DISK EZ2429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2429_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2429_STAMPING: VADEN 1969 EZ2429_MARK LOGO: NCGS EZ2429_PROJECTION: FLUSH EZ2429_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ2429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2429+STABILITY: SURFACE MOTION EZ2429 EZ2429 HISTORY - Date Condition Report By EZ2429 HISTORY - 1969 MONUMENTED NCGS EZ2429 HISTORY - 1976 GOOD NCGS EZ2429 HISTORY - 1980 GOOD LOCSUR EZ2429 HISTORY - 1980 GOOD NCGS EZ2429 HISTORY - 19860101 GOOD NCGS EZ2429 HISTORY - 1987 GOOD USPSQD EZ2429 EZ2429 STATION DESCRIPTION EZ2429 EZ2429'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ2429'VADEN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ2429'THE VICINITY OF WENDELL, NORTH CAROLINA. EZ2429' EZ2429'VADEN IS LOCATED APPROXIMATELY 3.4 MILES NORTHWEST OF WENDELL. TO EZ2429'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 64 BUSINESS AND EZ2429'U.S. 64 BYPASS APPROXIMATELY 1.5 MILES NORTHWEST OF WENDELL, GO EZ2429'WEST ON U.S. 64 FOR 1.0 MILE TO INTERSECTION OF U.S. 64 AND EZ2429'S.R. 1003, TURN RIGHT (NORTH) ON S.R. 1003 FOR 0.4 MILE TO EZ2429'STATION ON WEST SIDE OF ROAD NEAR NORTHWEST CORNER OF BRIDGE. EZ2429' EZ2429'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2429'VADEN 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2429'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ2429' EZ2429'MARK IS EZ2429' EZ2429'15.8 FT W OF C/L OF S.R. 1003 EZ2429' EZ2429'1.6 FT E OF GUARD RAIL EZ2429' EZ2429'20.8 FT N OF SSE END OF GUARD RAIL EZ2429' EZ2429'4.6 FT NW OF REFLECTOR SIGN ON WEST SIDE OF S.R. 1003 AND EZ2429'N END OF BRIDGE OVER U.S. 64, AND WITH ALUMINUM REF. TAG EZ2429' EZ2429'30.4 FT W OF REFLECTOR SIGN ON WEST SIDE OF SR 1003 AND EZ2429'N END OF BRIDGE OVER U.S. 64, AND WITH ALUMINUM REF. TAG EZ2429' EZ2429'11.4 FT NNW OF N END OF CONCRETE ABUTMENT OF BRIDGE EZ2429' EZ2429'79.7 FT SW OF PP WITH ALUMINUM REF. TAG EZ2429 EZ2429 STATION RECOVERY (1976) EZ2429 EZ2429'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2429'1.3 MI NW FROM EAGLE ROCK. EZ2429'STATION IS LOCATED ALONG US 64 BYPASS AT THE NORTHWEST CORNER OF SR EZ2429'1003 OVERPASS, 0.4 MILE NORTHEAST OF JUNCTION OF US 64 BYPASS AND US EZ2429'64 BUSINESS, AND 0.4 MILE SOUTH OF VADEN WHITLEY HIGH SCHOOL. 15.8 EZ2429'FT. W OF CENTERLINE OF SR 1003, 1.6 FT. E OF GUARD RAIL, 20.8 FT. N OF EZ2429'SSE END OF GUARD RAIL, 4.6 FT. NW OF REFLECTOR SIGN ON WEST SIDE OF SR EZ2429'1003 AND NORTH END OF BRIDGE OVER US 64 AND WITH ALUMINUM REF. TAG, EZ2429'30.4 FT. W OF REFLECTOR SIGN ON EAST SIDE OF SR 1003 AND NORTH END OF EZ2429'BRIDGE OVER US 64 AND WITH ALUMINUM REF. TAG, 11.4 FT. NNW OF NORTH EZ2429'END OF CONCRETE ABUTMENT OF BRIDGE AND 79.7 FT. SW OF POWER POLE WITH EZ2429'ALUMINUM REF. TAG. DISK IS SET IN TOP OF CONCRETE CYLINDER, 1 INCH EZ2429'BELOW THE SURFACE OF THE GROUND. EZ2429 EZ2429 STATION RECOVERY (1980) EZ2429 EZ2429'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 (RWK) EZ2429'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE ONLY EZ2429'REMAINING REFERENCE TAG IS ON THE POWER POLE. STATION WILL SEE NCGS EZ2429'PHONE AT GROUND LEVEL. EZ2429 EZ2429 STATION RECOVERY (1980) EZ2429 EZ2429'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EZ2429'THE STATION WAS RECOVERED IN GOOD CONDITION. DESCRIPTION IS ADEQUATE EZ2429'EXCEPT FOR THE FOLLOWING CORRECTIONS. STATION IS 1.0 FEET WEST OF EZ2429'GUARD RAIL AND 20.7 FEET NORTH-NORTHWEST OF THE NORTH END OF THE WEST EZ2429'BRIDGE RAIL. EZ2429 EZ2429 STATION RECOVERY (1986) EZ2429 EZ2429'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ2429'RECOVERED AS DESCRIBED. LOCATED 0.3 M (1.0 FT) WEST-SOUTHWEST OF EZ2429'GUARDRAIL, AND 11.0 M (36.1 FT) WEST OF A REFLECTOR POST ON THE EAST EZ2429'SIDE OF SR 1003. EZ2429 EZ2429 STATION RECOVERY (1987) EZ2429 EZ2429'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ2429'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5222 *********************************************************************** EZ5222 DESIGNATION - VAN EZ5222 PID - EZ5222 EZ5222 STATE/COUNTY- NC/WAKE EZ5222 USGS QUAD - BAYLEAF (1987) EZ5222 EZ5222 *CURRENT SURVEY CONTROL EZ5222 ___________________________________________________________________ EZ5222* NAD 83(1986)- 35 57 03.82615(N) 078 38 05.09192(W) ADJUSTED EZ5222* NAVD 88 - 121.7 (meters) 399. (feet) VERTCON EZ5222 ___________________________________________________________________ EZ5222 LAPLACE CORR- -6.97 (seconds) DEFLEC99 EZ5222 GEOID HEIGHT- -32.49 (meters) GEOID03 EZ5222 EZ5222 HORZ ORDER - SECOND EZ5222 EZ5222.The North Carolina HARNS have been completed but, EZ5222.due to contractual restrictions, coordinates for these stations EZ5222.will NOT be published in the near future. In the interim, the EZ5222.published coordinates in North Carolina will not be EZ5222.consistent with the Continuously Operating Reference Stations EZ5222.(CORS). The HARN coordinates for these stations are available EZ5222.upon request. Contact Gary Thompson(919-733-3836). EZ5222. EZ5222.In addition, the published North Carolina positions EZ5222.(NAD 83 (1986)) are NOT consistent with those determined in EZ5222.adjacent state readjustments. The discontinuity between stations EZ5222.located in North Carolina and those in adjacent states EZ5222.which have been adjusted to the HARN may be as much as 5 EZ5222.decimeters. This will result in a significant loss of accuracy EZ5222.over lines crossing such state borders. EZ5222 EZ5222 EZ5222.The horizontal coordinates were established by classical geodetic methods EZ5222.and adjusted by the National Geodetic Survey in July 1986. EZ5222 EZ5222.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5222 EZ5222.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5222 EZ5222.The geoid height was determined by GEOID03. EZ5222 EZ5222; North East Units Scale Factor Converg. EZ5222;SPC NC - 244,231.594 642,552.222 MT 0.99994696 +0 12 38.9 EZ5222;SPC NC - 801,283.15 2,108,106.75 sFT 0.99994696 +0 12 38.9 EZ5222;UTM 17 - 3,981,106.567 713,325.174 MT 1.00016078 +1 23 20.9 EZ5222 EZ5222! - Elev Factor x Scale Factor = Combined Factor EZ5222!SPC NC - 0.99998599 x 0.99994696 = 0.99993295 EZ5222!UTM 17 - 0.99998599 x 1.00016078 = 1.00014677 EZ5222 EZ5222: Primary Azimuth Mark Grid Az EZ5222:SPC NC - DON 212 56 42.7 EZ5222:UTM 17 - DON 211 46 00.7 EZ5222 EZ5222|---------------------------------------------------------------------| EZ5222| PID Reference Object Distance Geod. Az | EZ5222| dddmmss.s | EZ5222| EZ5220 DON 459.203 METERS 2130921.6 | EZ5222|---------------------------------------------------------------------| EZ5222 EZ5222 SUPERSEDED SURVEY CONTROL EZ5222 EZ5222 NAD 27 - 35 57 03.29460(N) 078 38 06.08818(W) AD( ) 2 EZ5222 NGVD 29 (07/19/86) 122.0 (m) 400. (f) VERT ANG EZ5222 EZ5222.Superseded values are not recommended for survey control. EZ5222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5222.See file dsdata.txt to determine how the superseded data were derived. EZ5222 EZ5222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1332581107(NAD 83) EZ5222_MARKER: DE = TRAVERSE STATION DISK EZ5222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5222_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5222_STAMPING: VAN 1970 EZ5222_MARK LOGO: NCGS EZ5222_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ5222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5222+STABILITY: SURFACE MOTION EZ5222 EZ5222 HISTORY - Date Condition Report By EZ5222 HISTORY - 1970 MONUMENTED NCGS EZ5222 HISTORY - 1987 GOOD USPSQD EZ5222 HISTORY - 19870501 GOOD NCGS EZ5222 EZ5222 STATION DESCRIPTION EZ5222 EZ5222'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ5222'VAN IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ5222'VICINITY OF NORTHWEST WAKE COUNTY. EZ5222' EZ5222'VAN IS LOCATED APPROXIMATELY 0.6 MILE NNE OF BAYLEAF. TO REACH EZ5222'STATION PROCEED FROM THE INTERSECTION OF NC 98 AND SR 2003, GO SOUTH EZ5222'ON SR 2003 FOR 2.05 MILES TO INTERSECTION OF SR 2003 AND SR 2002, EZ5222'ON EAST SIDE OF SR 2003 AND NORTH SIDE OF SR 2002. EZ5222' EZ5222'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED VAN EZ5222'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1 EZ5222'INCH BELOW THE SURFACE OF THE GROUND. EZ5222' EZ5222'MARK IS-- EZ5222'45.9 FEET SSE OF C/L OF SR 2003. EZ5222'28.9 FEET SSE OF ALUMINUM REF. TAG ON SPEED SIGN. EZ5222'29.7 FEET E OF ALUMINUM REF. TAG ON STOP SIGN. EZ5222'63.4 FEET SSE OF ALUMINUM REF. TAG ON SPEED LIMIT SIGN. EZ5222'52.1 FEET NNW OF C/L OF SR 2002. EZ5222'69.9 FEET NW OF TOP OF S END OF 20 INCH CONCRETE CULVERT UNDER EZ5222'SR 2002. EZ5222'35.5 FEET WNW OF TOP OF N END OF 20 INCH CONCRETE CULVERT EZ5222'UNDER SR 2002. EZ5222'55.0 FEET S OF ALUMINUM REF. TAG ON 8 INCH PERSIMMON EZ5222'TREE. EZ5222 EZ5222 STATION RECOVERY (1987) EZ5222 EZ5222'RECOVERY NOTE BY US POWER SQUADRON 1987 (FBB) EZ5222'RECOVERED IN GOOD CONDITION. EZ5222 EZ5222 STATION RECOVERY (1987) EZ5222 EZ5222'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ5222'RECOVERED AS DESCRIBED. DESCRIPTION IS ADEQUATE EXCEPT FOR THE EZ5222'FOLLOWING CORRECTIONS. DELETE REFERENCES TO STOP SIGN AND 8-INCH EZ5222'PERSIMMON TREE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1147 *********************************************************************** EZ1147 DESIGNATION - VANCE EZ1147 PID - EZ1147 EZ1147 STATE/COUNTY- NC/WAKE EZ1147 USGS QUAD - APEX (1993) EZ1147 EZ1147 *CURRENT SURVEY CONTROL EZ1147 ___________________________________________________________________ EZ1147* NAD 83(1986)- 35 44 56.92252(N) 078 50 54.18672(W) ADJUSTED EZ1147* NAVD 88 - 153.886 (meters) 504.87 (feet) ADJUSTED EZ1147 ___________________________________________________________________ EZ1147 LAPLACE CORR- -4.98 (seconds) DEFLEC99 EZ1147 GEOID HEIGHT- -32.16 (meters) GEOID03 EZ1147 DYNAMIC HT - 153.753 (meters) 504.44 (feet) COMP EZ1147 MODELED GRAV- 979,766.1 (mgal) NAVD 88 EZ1147 EZ1147 HORZ ORDER - SECOND EZ1147 VERT ORDER - SECOND CLASS II EZ1147 EZ1147.The North Carolina HARNS have been completed but, EZ1147.due to contractual restrictions, coordinates for these stations EZ1147.will NOT be published in the near future. In the interim, the EZ1147.published coordinates in North Carolina will not be EZ1147.consistent with the Continuously Operating Reference Stations EZ1147.(CORS). The HARN coordinates for these stations are available EZ1147.upon request. Contact Gary Thompson(919-733-3836). EZ1147. EZ1147.In addition, the published North Carolina positions EZ1147.(NAD 83 (1986)) are NOT consistent with those determined in EZ1147.adjacent state readjustments. The discontinuity between stations EZ1147.located in North Carolina and those in adjacent states EZ1147.which have been adjusted to the HARN may be as much as 5 EZ1147.decimeters. This will result in a significant loss of accuracy EZ1147.over lines crossing such state borders. EZ1147 EZ1147 EZ1147.The horizontal coordinates were established by classical geodetic methods EZ1147.and adjusted by the National Geodetic Survey in July 1986. EZ1147 EZ1147.The orthometric height was determined by differential leveling EZ1147.and adjusted by the National Geodetic Survey in June 1991. EZ1147 EZ1147.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1147 EZ1147.The geoid height was determined by GEOID03. EZ1147 EZ1147.The dynamic height is computed by dividing the NAVD 88 EZ1147.geopotential number by the normal gravity value computed on the EZ1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1147.degrees latitude (g = 980.6199 gals.). EZ1147 EZ1147.The modeled gravity was interpolated from observed gravity values. EZ1147 EZ1147; North East Units Scale Factor Converg. EZ1147;SPC NC - 221,779.046 623,313.294 MT 0.99991018 +0 05 15.0 EZ1147;SPC NC - 727,620.09 2,044,987.03 sFT 0.99991018 +0 05 15.0 EZ1147;UTM 17 - 3,958,260.305 694,546.844 MT 1.00006641 +1 15 26.8 EZ1147 EZ1147! - Elev Factor x Scale Factor = Combined Factor EZ1147!SPC NC - 0.99998090 x 0.99991018 = 0.99989108 EZ1147!UTM 17 - 0.99998090 x 1.00006641 = 1.00004730 EZ1147 EZ1147: Primary Azimuth Mark Grid Az EZ1147:SPC NC - SEA 089 36 55.2 EZ1147:UTM 17 - SEA 088 26 43.4 EZ1147 EZ1147|---------------------------------------------------------------------| EZ1147| PID Reference Object Distance Geod. Az | EZ1147| dddmmss.s | EZ1147| EZ1148 SEA APPROX. 0.7 KM 0894210.2 | EZ1147| EZ1146 CAROL 2 478.425 METERS 2791328.2 | EZ1147|---------------------------------------------------------------------| EZ1147 EZ1147 SUPERSEDED SURVEY CONTROL EZ1147 EZ1147 NAD 27 - 35 44 56.37936(N) 078 50 55.16218(W) AD( ) 2 EZ1147 NGVD 29 (??/??/92) 154.139 (m) 505.70 (f) ADJ UNCH 2 2 EZ1147 EZ1147.Superseded values are not recommended for survey control. EZ1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1147.See file dsdata.txt to determine how the superseded data were derived. EZ1147 EZ1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9454758260(NAD 83) EZ1147_MARKER: DE = TRAVERSE STATION DISK EZ1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1147_STAMPING: VANCE 1967 EZ1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1147+STABILITY: SURFACE MOTION EZ1147 EZ1147 HISTORY - Date Condition Report By EZ1147 HISTORY - 1967 MONUMENTED NCGS EZ1147 HISTORY - 1975 GOOD NCGS EZ1147 EZ1147 STATION DESCRIPTION EZ1147 EZ1147'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1147'VANCE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1147'IN THE VICINITY OF APEX, NORTH CAROLINA. EZ1147' EZ1147'VANCE IS LOCATED APPROXIMATELY 1.3 MILES NORTH OF THE CENTER EZ1147'OF APEX. TO REACH STATION PROCEED FROM THE INTERSECTION OF EZ1147'NC 55 AND U.S. 64 NORTHWEST OF APEX, GO EAST ON U.S. 64 FOR EZ1147'1.5 MILES TO U.S. 64 BRIDGE OVER DURHAM-SOUTHERN RR, AND EZ1147'STATION. WHICH IS ON THE SOUTH SHOULDER OF U.S. 64, WEST OF EZ1147'BRIDGE, SOUTH OF METAL GUARD RAIL BETWEEN 7TH AND 8TH POST OF EZ1147'GUARD RAIL WEST OF BRIDGE. EZ1147' EZ1147'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1147'VANCE 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1147'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ1147' EZ1147'MARK IS EZ1147' EZ1147'34.2 FT S OF S EDGE OF U.S. 64 EZ1147' EZ1147'82.8 FT W OF SW END OF CONCRETE BRIDGE GUARD RAIL EZ1147' EZ1147'75.5 FT W OF CONCRETE CURB AT SW END OF BRIDGE EZ1147' EZ1147'3.0 FT S OF METAL GUARD RAIL EZ1147' EZ1147'7.2 FT SW OF 7TH POST FOR GUARD RAIL W OF BRIDGE EZ1147' EZ1147'6.9 FT SE OF 8TH METAL POST FOR GUARD RAIL W OF BRIDGE EZ1147 EZ1147 STATION RECOVERY (1975) EZ1147 EZ1147'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EZ1147'1.3 MI N FROM APEX. EZ1147'VANCE IS LOCATED APPROXIMATELY 12.1 MILES WEST OF STATE CAPITOL EZ1147'BUILDING IN RALEIGH. TO REACH STATION FROM THE U.S. 64 UNDERPASS EZ1147'OF NC 55 NW OF APEX, PROCEED EAST ALONG U.S. 64 FOR 1.5 MILES TO EZ1147'BRIDGE OVER THE DURHAM - SOUTHERN RR AND STATION ON RIGHT JUST WEST EZ1147'OF BRIDGE, 9.6 FT SOUTH OF SOUTH EDGE OF PAVEMENT, 82.1 FT WEST EZ1147'OF WEST END OF SOUTH BRIDGE RAIL, 75.0 FT WEST OF WEST EDGE OF EZ1147'CURB AT SW CORNER OF BRIDGE, 6.6 FT WEST OF 7TH GUARD RAIL POST EZ1147'WEST OF BRIDGE, 6.2 FT SE OF 8TH GUARD RAIL POST WEST OF BRIDGE, EZ1147'AND 3.0 FT SOUTH OF THE GUARD RAIL. DISK IS SET IN CONCRETE EZ1147'CYLINDER 1 INCH BELOW THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1040 *********************************************************************** EZ1040 DESIGNATION - VARINA EZ1040 PID - EZ1040 EZ1040 STATE/COUNTY- NC/WAKE EZ1040 USGS QUAD - FUQUAY-VARINA (1993) EZ1040 EZ1040 *CURRENT SURVEY CONTROL EZ1040 ___________________________________________________________________ EZ1040* NAD 83(1986)- 35 35 33.05611(N) 078 47 38.85747(W) ADJUSTED EZ1040* NAVD 88 - 129.469 (meters) 424.77 (feet) ADJUSTED EZ1040 ___________________________________________________________________ EZ1040 LAPLACE CORR- -4.68 (seconds) DEFLEC99 EZ1040 GEOID HEIGHT- -32.70 (meters) GEOID03 EZ1040 DYNAMIC HT - 129.355 (meters) 424.39 (feet) COMP EZ1040 MODELED GRAV- 979,749.2 (mgal) NAVD 88 EZ1040 EZ1040 HORZ ORDER - SECOND EZ1040 VERT ORDER - SECOND CLASS 0 EZ1040 EZ1040.The North Carolina HARNS have been completed but, EZ1040.due to contractual restrictions, coordinates for these stations EZ1040.will NOT be published in the near future. In the interim, the EZ1040.published coordinates in North Carolina will not be EZ1040.consistent with the Continuously Operating Reference Stations EZ1040.(CORS). The HARN coordinates for these stations are available EZ1040.upon request. Contact Gary Thompson(919-733-3836). EZ1040. EZ1040.In addition, the published North Carolina positions EZ1040.(NAD 83 (1986)) are NOT consistent with those determined in EZ1040.adjacent state readjustments. The discontinuity between stations EZ1040.located in North Carolina and those in adjacent states EZ1040.which have been adjusted to the HARN may be as much as 5 EZ1040.decimeters. This will result in a significant loss of accuracy EZ1040.over lines crossing such state borders. EZ1040 EZ1040 EZ1040.The horizontal coordinates were established by classical geodetic methods EZ1040.and adjusted by the National Geodetic Survey in July 1986. EZ1040 EZ1040.The orthometric height was determined by differential leveling EZ1040.and adjusted by the National Geodetic Survey in June 1991. EZ1040 EZ1040.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1040 EZ1040.The geoid height was determined by GEOID03. EZ1040 EZ1040.The dynamic height is computed by dividing the NAVD 88 EZ1040.geopotential number by the normal gravity value computed on the EZ1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1040.degrees latitude (g = 980.6199 gals.). EZ1040 EZ1040.The modeled gravity was interpolated from observed gravity values. EZ1040 EZ1040; North East Units Scale Factor Converg. EZ1040;SPC NC - 204,411.159 628,256.442 MT 0.99989022 +0 07 07.8 EZ1040;SPC NC - 670,638.94 2,061,204.68 sFT 0.99989022 +0 07 07.8 EZ1040;UTM 17 - 3,940,993.660 699,843.859 MT 1.00009217 +1 17 03.4 EZ1040 EZ1040! - Elev Factor x Scale Factor = Combined Factor EZ1040!SPC NC - 0.99998481 x 0.99989022 = 0.99987503 EZ1040!UTM 17 - 0.99998481 x 1.00009217 = 1.00007698 EZ1040 EZ1040: Primary Azimuth Mark Grid Az EZ1040:SPC NC - TILLEY 319 34 51.1 EZ1040:UTM 17 - TILLEY 318 24 55.5 EZ1040 EZ1040|---------------------------------------------------------------------| EZ1040| PID Reference Object Distance Geod. Az | EZ1040| dddmmss.s | EZ1040| EZ1041 TILLEY APPROX. 1.1 KM 3194158.9 | EZ1040|---------------------------------------------------------------------| EZ1040 EZ1040 SUPERSEDED SURVEY CONTROL EZ1040 EZ1040 NAD 27 - 35 35 32.50170(N) 078 47 39.82065(W) AD( ) 2 EZ1040 NGVD 29 (??/??/92) 129.734 (m) 425.64 (f) ADJ UNCH 2 0 EZ1040 EZ1040.Superseded values are not recommended for survey control. EZ1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1040.See file dsdata.txt to determine how the superseded data were derived. EZ1040 EZ1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9984440994(NAD 83) EZ1040_MARKER: DE = TRAVERSE STATION DISK EZ1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1040_SP_SET: CONCRETE POST EZ1040_STAMPING: VARINA 1967 EZ1040_MARK LOGO: NCGS EZ1040_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1040+STABILITY: SURFACE MOTION EZ1040 EZ1040 HISTORY - Date Condition Report By EZ1040 HISTORY - 1967 MONUMENTED NCGS EZ1040 HISTORY - 1973 GOOD NCGS EZ1040 HISTORY - 1979 MARK NOT FOUND LOCSUR EZ1040 HISTORY - 19830101 MARK NOT FOUND NCGS EZ1040 HISTORY - 20041106 MARK NOT FOUND GEOCAC EZ1040 EZ1040 STATION DESCRIPTION EZ1040 EZ1040'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1040'VARINA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1040'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ1040' EZ1040'VARINA IS LOCATED APPROXIMATELY 0.8 MILE NNE OF FUQUAY EZ1040'SPRINGS. THE STATION IS AT THE NORTHWEST END OF EZ1040'NORFOLK-SOUTHERN RR DEPOT IN FUQUAY SPRINGS. EZ1040' EZ1040'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1040'VARINA 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1040'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ1040' EZ1040'MARK IS EZ1040' EZ1040'7.9 FT SSW OF S RAIL OF SIDE TRACK EZ1040' EZ1040'74.3 FT SSW OF PP WITH ALUMINUM REF. TAG IN SE CORNER OF YARD EZ1040'OF DURHAM AND SOUTHERN RR DEPOT EZ1040' EZ1040'10.0 FT NW OF POLE FOR RADIO ANTENNA AT NW END OF EZ1040'NORFOLK-SOUTHERN DEPOT, AND WITH ALUMINUM REF. TAG EZ1040' EZ1040'4.8 FT N OF FIRST POST FOR TRAFFIC BARRICADE AT NW END EZ1040'OF NW END OF DEPOT, WITH ALUMINUM REF. TAG EZ1040' EZ1040'9.6 FT NNE OF NW CORNER OF NORFOLK AND SOUTHERN LOADING PLATFORM EZ1040 EZ1040 STATION RECOVERY (1973) EZ1040 EZ1040'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1040'IN FUQUAY VARINA. EZ1040'THE STATION IS LOCATED AT THE NW END OF THE NORFOLK-SOUTHERN EZ1040'R/R DEPOT, 7.9 FT SSW OF S RAIL OF SIDE TRACK, 9.6 FT NNE OF EZ1040'NW CORNER OF NORFOLK-SOUTHERN LOADING PLATFORM, 4.8 FT N OF FIRST EZ1040'POST FOR TRAFFIC BARRICADE AT NW END OF DEPOT W/ALUMINUM REF. EZ1040'TAG, 10.0 FT NW OF RADIO ANTENNA POLE W/ALUMINUM REF. TAG, AND EZ1040'74.3 FT SSW OF PP IN SE CORNER OF YARD OF DURHAM AND SOUTHERN EZ1040'R/R DEPOT AND W/ALUMINUM REF. TAG. DISK IS SET IN CONCRETE EZ1040'CYLINDER 1 INCH BELOW THE SURFACE OF THE GROUND. EZ1040 EZ1040 STATION RECOVERY (1979) EZ1040 EZ1040'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (ARB) EZ1040'THE STATION WAS REPORTED NOT FOUND. EZ1040 EZ1040 STATION RECOVERY (1983) EZ1040 EZ1040'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 EZ1040'STATION NOT RECOVERED--SEARCHED FOR BUT NOT FOUND. REFERENCES FALL EZ1040'UNDER PAVEMENT OF PARKING AREA. EZ1040 EZ1040 STATION RECOVERY (2004) EZ1040 EZ1040'RECOVERY NOTE BY GEOCACHING 2004 (PFF) EZ1040'APPEARS TO BE UNDER PAVEMENT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5082 *********************************************************************** EZ5082 DESIGNATION - VEHICLES EZ5082 PID - EZ5082 EZ5082 STATE/COUNTY- NC/WAKE EZ5082 USGS QUAD - RALEIGH EAST (1993) EZ5082 EZ5082 *CURRENT SURVEY CONTROL EZ5082 ___________________________________________________________________ EZ5082* NAD 83(1986)- 35 46 47.14727(N) 078 37 20.53487(W) ADJUSTED EZ5082* NAVD 88 - 108.09 (+/-2cm) 354.6 (feet) VERTCON EZ5082 ___________________________________________________________________ EZ5082 LAPLACE CORR- -7.64 (seconds) DEFLEC99 EZ5082 GEOID HEIGHT- -32.99 (meters) GEOID03 EZ5082 EZ5082 HORZ ORDER - SECOND EZ5082 VERT ORDER - THIRD ? (See Below) EZ5082 EZ5082.The North Carolina HARNS have been completed but, EZ5082.due to contractual restrictions, coordinates for these stations EZ5082.will NOT be published in the near future. In the interim, the EZ5082.published coordinates in North Carolina will not be EZ5082.consistent with the Continuously Operating Reference Stations EZ5082.(CORS). The HARN coordinates for these stations are available EZ5082.upon request. Contact Gary Thompson(919-733-3836). EZ5082. EZ5082.In addition, the published North Carolina positions EZ5082.(NAD 83 (1986)) are NOT consistent with those determined in EZ5082.adjacent state readjustments. The discontinuity between stations EZ5082.located in North Carolina and those in adjacent states EZ5082.which have been adjusted to the HARN may be as much as 5 EZ5082.decimeters. This will result in a significant loss of accuracy EZ5082.over lines crossing such state borders. EZ5082 EZ5082 EZ5082.The horizontal coordinates were established by classical geodetic methods EZ5082.and adjusted by the National Geodetic Survey in July 1986. EZ5082 EZ5082.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5082.The vertical order pertains to the NGVD 29 superseded value. EZ5082 EZ5082.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5082 EZ5082.The geoid height was determined by GEOID03. EZ5082 EZ5082; North East Units Scale Factor Converg. EZ5082;SPC NC - 225,230.420 643,741.093 MT 0.99991495 +0 13 04.6 EZ5082;SPC NC - 738,943.47 2,112,007.24 sFT 0.99991495 +0 13 04.6 EZ5082;UTM 17 - 3,962,129.328 714,903.983 MT 1.00016913 +1 23 26.4 EZ5082 EZ5082! - Elev Factor x Scale Factor = Combined Factor EZ5082!SPC NC - 0.99998821 x 0.99991495 = 0.99990316 EZ5082!UTM 17 - 0.99998821 x 1.00016913 = 1.00015734 EZ5082 EZ5082 SUPERSEDED SURVEY CONTROL EZ5082 EZ5082 NAD 27 - 35 46 46.60655(N) 078 37 21.52240(W) AD( ) 2 EZ5082 NGVD 29 (07/19/86) 108.37 (m) 355.5 (f) LEVELING 3 EZ5082 EZ5082.Superseded values are not recommended for survey control. EZ5082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5082.See file dsdata.txt to determine how the superseded data were derived. EZ5082 EZ5082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1490462129(NAD 83) EZ5082_MARKER: DE = TRAVERSE STATION DISK EZ5082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5082_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5082_STAMPING: VEHICLES 1967 EZ5082_MARK LOGO: NCGS EZ5082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5082+STABILITY: SURFACE MOTION EZ5082 EZ5082 HISTORY - Date Condition Report By EZ5082 HISTORY - 1967 MONUMENTED NCGS EZ5082 HISTORY - 1983 MARK NOT FOUND USPSQD EZ5082 HISTORY - 20040520 MARK NOT FOUND USPSQD EZ5082 EZ5082 STATION DESCRIPTION EZ5082 EZ5082'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ5082'VEHICLES IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5082'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5082' EZ5082'VEHICLES IS LOCATED APPROXIMATELY 1.0 MILE EAST OF RALEIGH EZ5082'CAPITOL SQUARE. TO REACH STATION PROCEED FROM CAPITOL SQUARE EZ5082'EAST ON NEW BERN AVE. FOR 1.0 MILE TO STATION IN THE SOUTHWEST EZ5082'QUADRANT OF INTERSECTION OF TARBORO RD. AND NEW BERN AVE., EZ5082'APPROXIMATELY 550 FT NE OF THE DEPARTMENT OF MOTOR VEHICLES EZ5082'BUILDING AND IN THE CORNER OF THE SIDEWALKS. EZ5082' EZ5082'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5082'VEHICLES 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ5082'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5082' EZ5082'MARK IS EZ5082' EZ5082'26.0 FT NNE OF 24 INCH SYCAMORE TREE WITH ALUMINUM REF. TAG EZ5082' EZ5082'18.0 FT NW OF NEW BERN AVE. AND TARBORO RD. STREET MARKER EZ5082' EZ5082'2.5 FT SE OF SIGNAL POLE WITH ALUMINUM REF. TAG EZ5082' EZ5082'20.7 FT NW OF SIGNAL POLE WITH ALUMINUM REF. TAG EZ5082' EZ5082'6.8 FT ESE OF FIRE HYDRANT EZ5082' EZ5082'2.0 FT S OF N EDGE OF CURB EZ5082 EZ5082 STATION RECOVERY (1983) EZ5082 EZ5082'RECOVERY NOTE BY US POWER SQUADRON 1983 (JGS) EZ5082'STATION DESTROYED. EZ5082' EZ5082'THERE APPEARS TO HAVE BEEN A CONSIDERABLE AMOUNT OF UTILITY WORK EZ5082'AT THIS LOCATION. IN ADDITION THE SIDEWALK HAS BEEN RECONSTRUCTED. EZ5082'THIS STATION WAS PROBABLY DESTROYED DURING SOME OF THIS WORK IN ANY EZ5082'EVENT NONE OF THE REFERENCE POINTS WERE IN PLACE. BENCH MARK EZ5082'STATION WAK-33 WAS ESTABLISHED BY NCGS IN 1976 APPROXIMATELY 17 EZ5082'FEET S. OF WHERE VEHICLES STATION SHOULD HAVE BEEN. WAK-33 WAS EZ5082'IN GOOD CONDITION. EZ5082 EZ5082 STATION RECOVERY (2004) EZ5082 EZ5082'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ5082'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5160 *********************************************************************** EZ5160 DESIGNATION - VELVET EZ5160 PID - EZ5160 EZ5160 STATE/COUNTY- NC/WAKE EZ5160 USGS QUAD - RALEIGH WEST (1988) EZ5160 EZ5160 *CURRENT SURVEY CONTROL EZ5160 ___________________________________________________________________ EZ5160* NAD 83(1986)- 35 47 02.76378(N) 078 39 26.64113(W) ADJUSTED EZ5160* NAVD 88 - 111.43 (+/-2cm) 365.6 (feet) VERTCON EZ5160 ___________________________________________________________________ EZ5160 LAPLACE CORR- -7.29 (seconds) DEFLEC99 EZ5160 GEOID HEIGHT- -32.82 (meters) GEOID03 EZ5160 EZ5160 HORZ ORDER - SECOND EZ5160 VERT ORDER - THIRD ? (See Below) EZ5160 EZ5160.The North Carolina HARNS have been completed but, EZ5160.due to contractual restrictions, coordinates for these stations EZ5160.will NOT be published in the near future. In the interim, the EZ5160.published coordinates in North Carolina will not be EZ5160.consistent with the Continuously Operating Reference Stations EZ5160.(CORS). The HARN coordinates for these stations are available EZ5160.upon request. Contact Gary Thompson(919-733-3836). EZ5160. EZ5160.In addition, the published North Carolina positions EZ5160.(NAD 83 (1986)) are NOT consistent with those determined in EZ5160.adjacent state readjustments. The discontinuity between stations EZ5160.located in North Carolina and those in adjacent states EZ5160.which have been adjusted to the HARN may be as much as 5 EZ5160.decimeters. This will result in a significant loss of accuracy EZ5160.over lines crossing such state borders. EZ5160 EZ5160 EZ5160.The horizontal coordinates were established by classical geodetic methods EZ5160.and adjusted by the National Geodetic Survey in July 1986. EZ5160 EZ5160.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5160.The vertical order pertains to the NGVD 29 superseded value. EZ5160 EZ5160.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5160 EZ5160.The geoid height was determined by GEOID03. EZ5160 EZ5160; North East Units Scale Factor Converg. EZ5160;SPC NC - 225,700.202 640,572.574 MT 0.99991565 +0 11 51.9 EZ5160;SPC NC - 740,484.75 2,101,611.85 sFT 0.99991565 +0 11 51.9 EZ5160;UTM 17 - 3,962,534.268 711,725.733 MT 1.00015242 +1 22 13.1 EZ5160 EZ5160! - Elev Factor x Scale Factor = Combined Factor EZ5160!SPC NC - 0.99998766 x 0.99991565 = 0.99990331 EZ5160!UTM 17 - 0.99998766 x 1.00015242 = 1.00014008 EZ5160 EZ5160: Primary Azimuth Mark Grid Az EZ5160:SPC NC - MAYO 127 39 04.7 EZ5160:UTM 17 - MAYO 126 28 43.5 EZ5160 EZ5160|---------------------------------------------------------------------| EZ5160| PID Reference Object Distance Geod. Az | EZ5160| dddmmss.s | EZ5160| EZ5132 MAYO 465.008 METERS 1275056.6 | EZ5160| EZ5161 VOYAGER 268.199 METERS 29757 | EZ5160|---------------------------------------------------------------------| EZ5160 EZ5160 SUPERSEDED SURVEY CONTROL EZ5160 EZ5160 NAD 27 - 35 47 02.22119(N) 078 39 27.62911(W) AD( ) 2 EZ5160 NGVD 29 (07/19/86) 111.70 (m) 366.5 (f) LEVELING 3 EZ5160 EZ5160.Superseded values are not recommended for survey control. EZ5160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5160.See file dsdata.txt to determine how the superseded data were derived. EZ5160 EZ5160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1172662534(NAD 83) EZ5160_MARKER: DE = TRAVERSE STATION DISK EZ5160_SETTING: 0 = UNSPECIFIED SETTING EZ5160_STAMPING: VELVET 1967 EZ5160_MARK LOGO: NCGS EZ5160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ5160 EZ5160 HISTORY - Date Condition Report By EZ5160 HISTORY - 1967 MONUMENTED NCGS EZ5160 HISTORY - 1985 GOOD USPSQD EZ5160 EZ5160 STATION DESCRIPTION EZ5160 EZ5160'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ5160'VELVET IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5160'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5160' EZ5160'VELVET IS LOCATED APPROXIMATELY 1.1 MILES WEST OF RALEIGH EZ5160'CAPITOL SQUARE. TO REACH STATION PROCEED FROM CAPITOL SQUARE EZ5160'WEST ON HILLSBOROUGH STREET FOR 1.1 MILES TO STATION ON NORTH EZ5160'SIDE OF HILLSBOROUGH ST., AT THE T INTERSECTION OF HILLCREST EZ5160'RD. AND HILLSBOROUGH ST., IN CORNER OF SIDEWALKS, AND EZ5160'APPROXIMATELY 100 FT NORTHEAST OF THE VELVET CLOAK INN. EZ5160' EZ5160'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5160'VELVET 1967, SET IN THE SIDEWALK WHICH IS FLUSH WITH THE SIDEWALK. EZ5160' EZ5160'MARK IS EZ5160' EZ5160'38.0 FT NE OF C/L OF HILLSBOROUGH ST. EZ5160' EZ5160'20.0 FT SE OF C/L OF HILLCREST RD. EZ5160' EZ5160'5.7 FT S OF 7 INCH MAPLE WITH ALUMINUM REF. TAG EZ5160' EZ5160'10.2 FT N OF 6 INCH MAPLE WITH ALUMINUM REF. TAG EZ5160' EZ5160'6.0 FT W OF SW CORNER OF STONE PARAPET EZ5160' EZ5160'5.4 FT S OF FIRE HYDRANT TOP EZ5160 EZ5160 STATION RECOVERY (1985) EZ5160 EZ5160'RECOVERY NOTE BY US POWER SQUADRON 1985 (RLS) EZ5160'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0960 *********************************************************************** EZ0960 DESIGNATION - VIEW EZ0960 PID - EZ0960 EZ0960 STATE/COUNTY- NC/WAKE EZ0960 USGS QUAD - CARY (1993) EZ0960 EZ0960 *CURRENT SURVEY CONTROL EZ0960 ___________________________________________________________________ EZ0960* NAD 83(1986)- 35 51 41.68772(N) 078 48 51.72575(W) ADJUSTED EZ0960* NAVD 88 - 99.627 (meters) 326.86 (feet) ADJUSTED EZ0960 ___________________________________________________________________ EZ0960 LAPLACE CORR- -6.07 (seconds) DEFLEC99 EZ0960 GEOID HEIGHT- -31.99 (meters) GEOID03 EZ0960 DYNAMIC HT - 99.544 (meters) 326.59 (feet) COMP EZ0960 MODELED GRAV- 979,793.9 (mgal) NAVD 88 EZ0960 EZ0960 HORZ ORDER - SECOND EZ0960 VERT ORDER - SECOND CLASS 0 EZ0960 EZ0960.The North Carolina HARNS have been completed but, EZ0960.due to contractual restrictions, coordinates for these stations EZ0960.will NOT be published in the near future. In the interim, the EZ0960.published coordinates in North Carolina will not be EZ0960.consistent with the Continuously Operating Reference Stations EZ0960.(CORS). The HARN coordinates for these stations are available EZ0960.upon request. Contact Gary Thompson(919-733-3836). EZ0960. EZ0960.In addition, the published North Carolina positions EZ0960.(NAD 83 (1986)) are NOT consistent with those determined in EZ0960.adjacent state readjustments. The discontinuity between stations EZ0960.located in North Carolina and those in adjacent states EZ0960.which have been adjusted to the HARN may be as much as 5 EZ0960.decimeters. This will result in a significant loss of accuracy EZ0960.over lines crossing such state borders. EZ0960 EZ0960 EZ0960.The horizontal coordinates were established by classical geodetic methods EZ0960.and adjusted by the National Geodetic Survey in July 1986. EZ0960 EZ0960.The orthometric height was determined by differential leveling EZ0960.and adjusted by the National Geodetic Survey in June 1991. EZ0960 EZ0960.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0960 EZ0960.The geoid height was determined by GEOID03. EZ0960 EZ0960.The dynamic height is computed by dividing the NAVD 88 EZ0960.geopotential number by the normal gravity value computed on the EZ0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0960.degrees latitude (g = 980.6199 gals.). EZ0960 EZ0960.The modeled gravity was interpolated from observed gravity values. EZ0960 EZ0960; North East Units Scale Factor Converg. EZ0960;SPC NC - 234,258.489 626,366.464 MT 0.99992912 +0 06 25.7 EZ0960;SPC NC - 768,563.06 2,055,003.97 sFT 0.99992912 +0 06 25.7 EZ0960;UTM 17 - 3,970,801.506 697,344.596 MT 1.00007991 +1 16 51.0 EZ0960 EZ0960! - Elev Factor x Scale Factor = Combined Factor EZ0960!SPC NC - 0.99998938 x 0.99992912 = 0.99991851 EZ0960!UTM 17 - 0.99998938 x 1.00007991 = 1.00006929 EZ0960 EZ0960: Primary Azimuth Mark Grid Az EZ0960:SPC NC - BED 308 35 13.0 EZ0960:UTM 17 - BED 307 24 47.7 EZ0960 EZ0960|---------------------------------------------------------------------| EZ0960| PID Reference Object Distance Geod. Az | EZ0960| dddmmss.s | EZ0960| EZ1103 REBECCA 218.453 METERS 05940 | EZ0960| EZ0959 BED APPROX. 1.9 KM 3084138.7 | EZ0960|---------------------------------------------------------------------| EZ0960 EZ0960 SUPERSEDED SURVEY CONTROL EZ0960 EZ0960 NAD 27 - 35 51 41.16222(N) 078 48 52.70469(W) AD( ) 2 EZ0960 NGVD 29 (??/??/92) 99.880 (m) 327.69 (f) ADJ UNCH 2 0 EZ0960 EZ0960.Superseded values are not recommended for survey control. EZ0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0960.See file dsdata.txt to determine how the superseded data were derived. EZ0960 EZ0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9734570802(NAD 83) EZ0960_MARKER: DE = TRAVERSE STATION DISK EZ0960_SETTING: 30 = SET IN A LIGHT STRUCTURE EZ0960_SP_SET: WALL EZ0960_STAMPING: VIEW 1972 EZ0960_MARK LOGO: NCGS EZ0960_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0960+STABILITY: SURFACE MOTION EZ0960_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ0960+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2005 EZ0960 EZ0960 HISTORY - Date Condition Report By EZ0960 HISTORY - 1972 MONUMENTED NCGS EZ0960 HISTORY - 1973 GOOD NCGS EZ0960 HISTORY - 1982 GOOD NC-183 EZ0960 HISTORY - 1982 GOOD NCGS EZ0960 HISTORY - 1985 GOOD USPSQD EZ0960 HISTORY - 1987 GOOD USPSQD EZ0960 HISTORY - 1987 GOOD USPSQD EZ0960 HISTORY - 1988 GOOD USPSQD EZ0960 HISTORY - 20030307 GOOD USPSQD EZ0960 HISTORY - 20040902 GOOD NCGS EZ0960 HISTORY - 20050529 GOOD USPSQD EZ0960 EZ0960 STATION DESCRIPTION EZ0960 EZ0960'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ0960'VIEW IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0960'VICINITY OF MORRISVILLE, NORTH CAROLINA. EZ0960' EZ0960'VIEW IS LOCATED APPROXIMATELY 2.8 MILES NORTH OF MORRISVILLE, AND EZ0960'10.5 MILES WNW OF CAPITOL SQUARE IN RALEIGH. STATION IS LOCATED EZ0960'ABOUT 2.0 MILES EAST OF THE RALEIGH-DURHAM AIRPORT, AT THE SR 1788 EZ0960'OVERPASS OF I-40, AND IN THE RETAINING WALL AT NE CORNER OF BRIDGE, EZ0960'1.0 MILES SE OF DURHAM-WAKE COUNTY LINE CROSSING ON I-40. EZ0960' EZ0960'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED VIEW EZ0960'1972, SET FLUSH IN DRILL HOLE IN TOP OF A CONCRETE RETAINING WALL. EZ0960' EZ0960'MARK IS EZ0960'3.0 FEET N OF E END OF N BRIDGE RAIL. EZ0960'0.8 FEET SW OF E END OF RETAINING WALL. EZ0960 EZ0960 STATION RECOVERY (1973) EZ0960 EZ0960'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0960'2.8 MI N FROM MORRISVILLE. EZ0960'VIEW IS LOCATED APPROXIMATELY 10.5 MILES WNW OF CAPITOL SQUARE IN EZ0960'RALEIGH. STATION IS LOCATED ABOUT 2.0 MILES WEST OF THE EZ0960'RALEIGH-DURHAM AIRPORT, AT THE SR 1788 OVERPASS OF I-40, AND IN EZ0960'THE RETAINING WALL AT NE CORNER OF BRIDGE, 1.0 MILES SE OF EZ0960'DURHAM-WAKE COUNTY LINE CROSSING ON I-40, 3.0 FT N OF E END OF N EZ0960'BRIDGE RAIL, AND 0.8 FT SW OF E END OF RETAINING WALL. DISK IS EZ0960'SET FLUSH IN DRILL HOLE IN TOP OF A CONCRETE RETAINING WALL. EZ0960 EZ0960 STATION RECOVERY (1982) EZ0960 EZ0960'RECOVERY NOTE BY WAKE COUNTY NORTH CAROLINA 1982 (DHC) EZ0960'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ0960 EZ0960 STATION RECOVERY (1982) EZ0960 EZ0960'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1982 (ACD) EZ0960'THE STATION WAS RECOVERED AT THIS DATE. EZ0960'DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS. MARK EZ0960'LOCATED 26.2 FEET SOUTH-SOUTHEAST OF POWER POLE WITH REFERENCE TAG. EZ0960' EZ0960'THE STATION IS ALSO A BENCH MARK. EZ0960 EZ0960 STATION RECOVERY (1985) EZ0960 EZ0960'RECOVERY NOTE BY US POWER SQUADRON 1985 (PC) EZ0960'VIEW TRIANGULATION TRAVERSE STATION FOUND GOOD. EZ0960' EZ0960'SE QUAD HEAD WALL OF BRIDGE CARRYING SR1002 OVER US 40 W. EZ0960'080 DEG 24 MIN FM CL SR 1002. EZ0960 EZ0960 STATION RECOVERY (1987) EZ0960 EZ0960'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCB) EZ0960'RECOVERED IN GOOD CONDITION. EZ0960 EZ0960 STATION RECOVERY (1987) EZ0960 EZ0960'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ0960'RECOVERED IN GOOD CONDITION. EZ0960 EZ0960 STATION RECOVERY (1988) EZ0960 EZ0960'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EZ0960'RECOVERED IN GOOD CONDITION. EZ0960 EZ0960 STATION RECOVERY (2003) EZ0960 EZ0960'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ0960'RECOVERED IN GOOD CONDITION. EZ0960 EZ0960 STATION RECOVERY (2004) EZ0960 EZ0960'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL) EZ0960'RECOVERED AS DESCRIBED WITH THE FOLLOWING CORRECTION. SR 1788 IS NOW EZ0960'SR 3015 (AIRPORT BLVD). EZ0960 EZ0960 STATION RECOVERY (2005) EZ0960 EZ0960'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ0960'N 35 51.694 EZ0960'W 078 48.860 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7315 *********************************************************************** AE7315 DESIGNATION - VILLAGE AE7315 PID - AE7315 AE7315 STATE/COUNTY- NC/WAKE AE7315 USGS QUAD - RALEIGH WEST (1988) AE7315 AE7315 *CURRENT SURVEY CONTROL AE7315 ___________________________________________________________________ AE7315* NAD 83(1986)- 35 50 15.38972(N) 078 41 27.28502(W) ADJUSTED AE7315* NAVD 88 - 106.1 (meters) 348. (feet) VERTCON AE7315 ___________________________________________________________________ AE7315 LAPLACE CORR- -6.94 (seconds) DEFLEC99 AE7315 GEOID HEIGHT- -32.55 (meters) GEOID03 AE7315 AE7315 HORZ ORDER - SECOND AE7315 AE7315.The North Carolina HARNS have been completed but, AE7315.due to contractual restrictions, coordinates for these stations AE7315.will NOT be published in the near future. In the interim, the AE7315.published coordinates in North Carolina will not be AE7315.consistent with the Continuously Operating Reference Stations AE7315.(CORS). The HARN coordinates for these stations are available AE7315.upon request. Contact Gary Thompson(919-733-3836). AE7315. AE7315.In addition, the published North Carolina positions AE7315.(NAD 83 (1986)) are NOT consistent with those determined in AE7315.adjacent state readjustments. The discontinuity between stations AE7315.located in North Carolina and those in adjacent states AE7315.which have been adjusted to the HARN may be as much as 5 AE7315.decimeters. This will result in a significant loss of accuracy AE7315.over lines crossing such state borders. AE7315 AE7315 AE7315.The horizontal coordinates were established by classical geodetic methods AE7315.and adjusted by the National Geodetic Survey in March 1998. AE7315 AE7315.The NAVD 88 height was computed by applying the VERTCON shift value to AE7315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7315 AE7315.The Laplace correction was computed from DEFLEC99 derived deflections. AE7315 AE7315.The geoid height was determined by GEOID03. AE7315 AE7315; North East Units Scale Factor Converg. AE7315;SPC NC - 231,626.674 637,524.565 MT 0.99992476 +0 10 42.2 AE7315;SPC NC - 759,928.51 2,091,611.84 sFT 0.99992476 +0 10 42.2 AE7315;UTM 17 - 3,968,398.398 708,556.299 MT 1.00013600 +1 21 08.8 AE7315 AE7315! - Elev Factor x Scale Factor = Combined Factor AE7315!SPC NC - 0.99998845 x 0.99992476 = 0.99991321 AE7315!UTM 17 - 0.99998845 x 1.00013600 = 1.00012445 AE7315 AE7315|---------------------------------------------------------------------| AE7315| PID Reference Object Distance Geod. Az | AE7315| dddmmss.s | AE7315| AE7314 NATION 354.070 METERS 05218 | AE7315| AE7316 VILLAGE AZ MK 268.902 METERS 09646 | AE7315| AE7317 LAUREL HILLS HUB 372.301 METERS 23147 | AE7315|---------------------------------------------------------------------| AE7315 AE7315 SUPERSEDED SURVEY CONTROL AE7315 AE7315 NGVD 29 (03/10/98) 106.4 (m) 349. (f) VERT ANG AE7315 AE7315.Superseded values are not recommended for survey control. AE7315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7315.See file dsdata.txt to determine how the superseded data were derived. AE7315 AE7315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0855668398(NAD 83) AE7315_MARKER: DH = HORIZONTAL CONTROL DISK AE7315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7315_STAMPING: VILLAGE 1986 AE7315_MARK LOGO: NCGS AE7315_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7315+STABILITY: SURFACE MOTION AE7315 AE7315 HISTORY - Date Condition Report By AE7315 HISTORY - 1986 MONUMENTED NCGS AE7315 AE7315 STATION DESCRIPTION AE7315 AE7315'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7315'STATION IS LOCATED ABOUT 7.9 KM (4.90 MI) NORTHWEST OF CAPITOL SQUARE, AE7315'IN NORTHWEST RALEIGH. ALONG SR 3009 (CREEDMOOR ROAD EXTENSION) FOR 1.1 AE7315'KM (0.70 MI) SOUTHWEST FROM THE US 70-NC 50 INTERSECTION, AT SR 1669 AE7315'(EDWARDS MILL ROAD) AND MILL VILLAGE ROAD, IN THE SOUTHWEST QUADRANT AE7315'OF THE CROSSROADS. MARK IS RECESSED 1 INCH BELOW GROUND AND LEVEL WITH AE7315'HIGHWAY. LOCATED 18.8 M (61.7 FT) WEST FROM THE CENTERLINE AE7315'INTERSECTION OF CREEDMOOR ROAD AND EDWARDS MILL ROAD, 16.9 M (55.4 FT) AE7315'SOUTHWEST OF THE SOUTH END OF A TRAFFIC ISLAND IN MILL VILLAGE ROAD, AE7315'6.3 M (20.7 FT) WEST-SOUTHWEST OF A WATER VALVE, 20.3 M (66.6 FT) EAST AE7315'OF A TELEPHONE PEDESTAL, 14.6 M (47.9 FT) SOUTH-SOUTHEAST OF A WATER AE7315'METER, 13.9 M (45.6 FT) SOUTHEAST OF NORTH END OF EDWARDS MILL AE7315'APARTMENT SIGN, AND 21.4 M (70.2 FT) NORTH-NORTHWEST OF A RIGHT-OF-WAY AE7315'MONUMENT. AZIMUTH MARK IS A STANDARD AZ MK DISK STAMPED---VILLAGE AE7315'1986---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 10 INCHES IN AE7315'DIAMETER RECESSED 4 INCHES BELOW GROUND. LOCATED 4.5 M (14.8 FT) AE7315'SOUTH OF THE CENTERLINE OF EDWARDS MILL ROAD, 16.1 M (52.8 FT) AE7315'SOUTHWEST OF A STORM DRAIN, 9.7 M (31.8 FT) SOUTH-SOUTHEAST OF A WATER AE7315'VALVE, AND 22.8 M (74.8 FT) EAST-NORTHEAST OF A POWER POLE WITH A LAMP AE7315'AND A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7316 *********************************************************************** AE7316 DESIGNATION - VILLAGE AZ MK AE7316 PID - AE7316 AE7316 STATE/COUNTY- NC/WAKE AE7316 USGS QUAD - RALEIGH WEST (1988) AE7316 AE7316 *CURRENT SURVEY CONTROL AE7316 ___________________________________________________________________ AE7316* NAD 83(1986)- 35 50 14.36056(N) 078 41 16.64520(W) ADJUSTED AE7316* NAVD 88 - 107.2 (meters) 352. (feet) VERTCON AE7316 ___________________________________________________________________ AE7316 LAPLACE CORR- -6.91 (seconds) DEFLEC99 AE7316 GEOID HEIGHT- -32.56 (meters) GEOID03 AE7316 AE7316 HORZ ORDER - SECOND AE7316 AE7316.The North Carolina HARNS have been completed but, AE7316.due to contractual restrictions, coordinates for these stations AE7316.will NOT be published in the near future. In the interim, the AE7316.published coordinates in North Carolina will not be AE7316.consistent with the Continuously Operating Reference Stations AE7316.(CORS). The HARN coordinates for these stations are available AE7316.upon request. Contact Gary Thompson(919-733-3836). AE7316. AE7316.In addition, the published North Carolina positions AE7316.(NAD 83 (1986)) are NOT consistent with those determined in AE7316.adjacent state readjustments. The discontinuity between stations AE7316.located in North Carolina and those in adjacent states AE7316.which have been adjusted to the HARN may be as much as 5 AE7316.decimeters. This will result in a significant loss of accuracy AE7316.over lines crossing such state borders. AE7316 AE7316 AE7316.The horizontal coordinates were established by classical geodetic methods AE7316.and adjusted by the National Geodetic Survey in March 1998. AE7316 AE7316.The NAVD 88 height was computed by applying the VERTCON shift value to AE7316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7316 AE7316.The Laplace correction was computed from DEFLEC99 derived deflections. AE7316 AE7316.The geoid height was determined by GEOID03. AE7316 AE7316; North East Units Scale Factor Converg. AE7316;SPC NC - 231,595.792 637,791.668 MT 0.99992471 +0 10 48.4 AE7316;SPC NC - 759,827.19 2,092,488.16 sFT 0.99992471 +0 10 48.4 AE7316;UTM 17 - 3,968,372.989 708,824.035 MT 1.00013737 +1 21 15.0 AE7316 AE7316! - Elev Factor x Scale Factor = Combined Factor AE7316!SPC NC - 0.99998828 x 0.99992471 = 0.99991299 AE7316!UTM 17 - 0.99998828 x 1.00013737 = 1.00012565 AE7316 AE7316 SUPERSEDED SURVEY CONTROL AE7316 AE7316 NGVD 29 (03/10/98) 107.5 (m) 353. (f) VERT ANG AE7316 AE7316.Superseded values are not recommended for survey control. AE7316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7316.See file dsdata.txt to determine how the superseded data were derived. AE7316 AE7316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0882468373(NAD 83) AE7316_MARKER: DZ = AZIMUTH MARK DISK AE7316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7316_STAMPING: VILLAGE 1986 AE7316_MARK LOGO: NCGS AE7316_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7316+STABILITY: SURFACE MOTION AE7316 AE7316 HISTORY - Date Condition Report By AE7316 HISTORY - 1986 MONUMENTED NCGS AE7316 AE7316 STATION DESCRIPTION AE7316 AE7316'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7316'STATION IS LOCATED ABOUT 7.9 KM (4.90 MI) NORTHWEST OF CAPITOL SQUARE, AE7316'IN NORTHWEST RALEIGH. PROCEED ALONG SR 3009 (CREEDMOOR ROAD EXTENSION) AE7316'FOR 1.1 KM (0.70 MI) SOUTHWEST FROM THE US 70-NC 50 INTERSECTION, TO AE7316'SR 1669 (EDWARDS MILL ROAD), THENCE 0.2 KM (0.10 MI) TO AZIMUTH MARK, AE7316'AT ENTRANCE TO MARTINIQUE APARTMENTS. MARK IS A STANDARD AZ MK DISK AE7316'STAMPED---VILLAGE 1986---, SET INTO THE TOP OF A ROUND CONCRETE AE7316'MONUMENT 25 CM IN DIAMETER RECESSED 4 INCHES BELOW GROUND. LOCATED AE7316'4.5 M (14.8 FT) SOUTH OF THE CENTERLINE OF EDWARDS MILL ROAD, 16.1 M AE7316'(52.8 FT) SOUTHWEST OF A STORM DRAIN, 9.7 M (31.8 FT) SOUTH-SOUTHEAST AE7316'OF A WATER VALVE, AND 22.8 M (74.8 FT) EAST-NORTHEAST OF A POWER POLE AE7316'WITH A LAMP AND A REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7334 *********************************************************************** AE7334 DESIGNATION - VILLE AE7334 PID - AE7334 AE7334 STATE/COUNTY- NC/WAKE AE7334 USGS QUAD - BAYLEAF (1987) AE7334 AE7334 *CURRENT SURVEY CONTROL AE7334 ___________________________________________________________________ AE7334* NAD 83(1986)- 35 54 22.98386(N) 078 43 29.44755(W) ADJUSTED AE7334* NAVD 88 - 159.922 (meters) 524.68 (feet) ADJUSTED AE7334 ___________________________________________________________________ AE7334 LAPLACE CORR- -7.41 (seconds) DEFLEC99 AE7334 GEOID HEIGHT- -32.22 (meters) GEOID03 AE7334 DYNAMIC HT - 159.787 (meters) 524.23 (feet) COMP AE7334 MODELED GRAV- 979,783.8 (mgal) NAVD 88 AE7334 AE7334 HORZ ORDER - SECOND AE7334 VERT ORDER - SECOND CLASS II AE7334 AE7334.The North Carolina HARNS have been completed but, AE7334.due to contractual restrictions, coordinates for these stations AE7334.will NOT be published in the near future. In the interim, the AE7334.published coordinates in North Carolina will not be AE7334.consistent with the Continuously Operating Reference Stations AE7334.(CORS). The HARN coordinates for these stations are available AE7334.upon request. Contact Gary Thompson(919-733-3836). AE7334. AE7334.In addition, the published North Carolina positions AE7334.(NAD 83 (1986)) are NOT consistent with those determined in AE7334.adjacent state readjustments. The discontinuity between stations AE7334.located in North Carolina and those in adjacent states AE7334.which have been adjusted to the HARN may be as much as 5 AE7334.decimeters. This will result in a significant loss of accuracy AE7334.over lines crossing such state borders. AE7334 AE7334 AE7334.The horizontal coordinates were established by classical geodetic methods AE7334.and adjusted by the National Geodetic Survey in March 1998. AE7334 AE7334.The orthometric height was determined by differential leveling AE7334.and adjusted by the National Geodetic Survey in September 1998. AE7334 AE7334.The Laplace correction was computed from DEFLEC99 derived deflections. AE7334 AE7334.The geoid height was determined by GEOID03. AE7334 AE7334.The dynamic height is computed by dividing the NAVD 88 AE7334.geopotential number by the normal gravity value computed on the AE7334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7334.degrees latitude (g = 980.6199 gals.). AE7334 AE7334.The modeled gravity was interpolated from observed gravity values. AE7334 AE7334; North East Units Scale Factor Converg. AE7334;SPC NC - 239,248.268 634,437.780 MT 0.99993774 +0 09 31.7 AE7334;SPC NC - 784,933.69 2,081,484.62 sFT 0.99993774 +0 09 31.7 AE7334;UTM 17 - 3,975,956.576 705,313.236 MT 1.00011945 +1 20 05.1 AE7334 AE7334! - Elev Factor x Scale Factor = Combined Factor AE7334!SPC NC - 0.99997996 x 0.99993774 = 0.99991770 AE7334!UTM 17 - 0.99997996 x 1.00011945 = 1.00009941 AE7334 AE7334 SUPERSEDED SURVEY CONTROL AE7334 AE7334 NGVD 29 (03/10/98) 160.19 (m) 525.6 (f) LEVELING 3 AE7334 AE7334.Superseded values are not recommended for survey control. AE7334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7334.See file dsdata.txt to determine how the superseded data were derived. AE7334 AE7334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0531375957(NAD 83) AE7334_MARKER: DH = HORIZONTAL CONTROL DISK AE7334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7334_STAMPING: VILLE 1986 AE7334_MARK LOGO: NCGS AE7334_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7334+STABILITY: SURFACE MOTION AE7334_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AE7334+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2005 AE7334 AE7334 HISTORY - Date Condition Report By AE7334 HISTORY - 1986 MONUMENTED NCGS AE7334 HISTORY - 19870101 GOOD NCGS AE7334 HISTORY - 20050810 GOOD USPSQD AE7334 AE7334 STATION DESCRIPTION AE7334 AE7334'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7334'STATION IS LOCATED ABOUT 16.0 KM (9.95 MI) NORTH-NORTHWEST OF CAPITOL AE7334'SQUARE (IN RALEIGH), IN LEESVILLE COMMUNITY. ALONG SR 1829 (STRICKLAND AE7334'ROAD) FOR 0.2 KM (0.10 MI) EAST FROM THE SR 1822 (LEESVILLE ROAD) AE7334'INTERSECTION, ON THE RIGHT, NEAR THE BASE OF A 5-FT BANK. MARK IS AE7334'RECESSED 1 INCH BELOW GROUND AND LEVEL WITH ROAD. LOCATED 7.0 M (23.0 AE7334'FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 30.6 M (100.4 FT) AE7334'SOUTHEAST OF THE CENTER OF AN ASPHALT DRIVE, 26.9 M (88.3 FT) AE7334'NORTHWEST OF THE WEST END OF A DRIVEWAY CULVERT, 24.2 M (79.4 FT) AE7334'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, AND 3.5 M (11.5 FT) AE7334'NORTH-NORTHWEST OF A TELEPHONE PEDESTAL (1E1) BESIDE A POLE WITH A AE7334'REFERENCE TAG. AE7334 AE7334 STATION RECOVERY (1987) AE7334 AE7334'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7334'RECOVERED AS DESCRIBED. AE7334 AE7334 STATION RECOVERY (2005) AE7334 AE7334'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) AE7334'N 35 54.385 AE7334'W 078 43.489 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1064 *********************************************************************** EZ1064 DESIGNATION - VIOLET EZ1064 PID - EZ1064 EZ1064 STATE/COUNTY- NC/WAKE EZ1064 USGS QUAD - APEX (1993) EZ1064 EZ1064 *CURRENT SURVEY CONTROL EZ1064 ___________________________________________________________________ EZ1064* NAD 83(1986)- 35 43 20.94780(N) 078 49 43.38000(W) ADJUSTED EZ1064* NAVD 88 - 135.729 (meters) 445.30 (feet) ADJUSTED EZ1064 ___________________________________________________________________ EZ1064 LAPLACE CORR- -5.20 (seconds) DEFLEC99 EZ1064 GEOID HEIGHT- -32.30 (meters) GEOID03 EZ1064 DYNAMIC HT - 135.611 (meters) 444.92 (feet) COMP EZ1064 MODELED GRAV- 979,763.1 (mgal) NAVD 88 EZ1064 EZ1064 HORZ ORDER - SECOND EZ1064 VERT ORDER - SECOND CLASS 0 EZ1064 EZ1064.The North Carolina HARNS have been completed but, EZ1064.due to contractual restrictions, coordinates for these stations EZ1064.will NOT be published in the near future. In the interim, the EZ1064.published coordinates in North Carolina will not be EZ1064.consistent with the Continuously Operating Reference Stations EZ1064.(CORS). The HARN coordinates for these stations are available EZ1064.upon request. Contact Gary Thompson(919-733-3836). EZ1064. EZ1064.In addition, the published North Carolina positions EZ1064.(NAD 83 (1986)) are NOT consistent with those determined in EZ1064.adjacent state readjustments. The discontinuity between stations EZ1064.located in North Carolina and those in adjacent states EZ1064.which have been adjusted to the HARN may be as much as 5 EZ1064.decimeters. This will result in a significant loss of accuracy EZ1064.over lines crossing such state borders. EZ1064 EZ1064 EZ1064.The horizontal coordinates were established by classical geodetic methods EZ1064.and adjusted by the National Geodetic Survey in July 1986. EZ1064 EZ1064.The orthometric height was determined by differential leveling EZ1064.and adjusted by the National Geodetic Survey in June 1991. EZ1064 EZ1064.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1064 EZ1064.The geoid height was determined by GEOID03. EZ1064 EZ1064.The dynamic height is computed by dividing the NAVD 88 EZ1064.geopotential number by the normal gravity value computed on the EZ1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1064.degrees latitude (g = 980.6199 gals.). EZ1064 EZ1064.The modeled gravity was interpolated from observed gravity values. EZ1064 EZ1064; North East Units Scale Factor Converg. EZ1064;SPC NC - 218,824.218 625,097.222 MT 0.99990625 +0 05 55.9 EZ1064;SPC NC - 717,925.79 2,050,839.80 sFT 0.99990625 +0 05 55.9 EZ1064;UTM 17 - 3,955,342.032 696,391.015 MT 1.00007530 +1 16 05.3 EZ1064 EZ1064! - Elev Factor x Scale Factor = Combined Factor EZ1064!SPC NC - 0.99998377 x 0.99990625 = 0.99989002 EZ1064!UTM 17 - 0.99998377 x 1.00007530 = 1.00005907 EZ1064 EZ1064: Primary Azimuth Mark Grid Az EZ1064:SPC NC - PETE 079 09 47.8 EZ1064:UTM 17 - PETE 077 59 38.4 EZ1064 EZ1064|---------------------------------------------------------------------| EZ1064| PID Reference Object Distance Geod. Az | EZ1064| dddmmss.s | EZ1064| EZ1065 PETE APPROX. 0.6 KM 0791543.7 | EZ1064|---------------------------------------------------------------------| EZ1064 EZ1064 SUPERSEDED SURVEY CONTROL EZ1064 EZ1064 NAD 27 - 35 43 20.40267(N) 078 49 44.35393(W) AD( ) 2 EZ1064 NGVD 29 (??/??/92) 135.983 (m) 446.14 (f) ADJ UNCH 2 0 EZ1064 EZ1064.Superseded values are not recommended for survey control. EZ1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1064.See file dsdata.txt to determine how the superseded data were derived. EZ1064 EZ1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9639155342(NAD 83) EZ1064_MARKER: DE = TRAVERSE STATION DISK EZ1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1064_STAMPING: VIOLET 1967 EZ1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1064+STABILITY: SURFACE MOTION EZ1064 EZ1064 HISTORY - Date Condition Report By EZ1064 HISTORY - 1967 MONUMENTED NCGS EZ1064 HISTORY - 1973 GOOD NCGS EZ1064 HISTORY - 1979 GOOD NCGS EZ1064 HISTORY - 1983 MARK NOT FOUND USPSQD EZ1064 EZ1064 STATION DESCRIPTION EZ1064 EZ1064'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1064'VIOLET IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1064'IN THE VICINITY OF APEX, NORTH CAROLINA. EZ1064' EZ1064'VIOLET IS LOCATED APPROXIMATELY 1.4 MILES SOUTHEAST OF THE EZ1064'CENTER OF APEX. TO REACH STATION PROCEED FROM THE INTERSECTION EZ1064'OF SR 1010 (OLD 42) WITH U.S. 1, GO SOUTHWEST ON U.S. 1 FOR EZ1064'0.3 MILES TO STATION. WHICH IS ON THE NORTHWEST BANK OF EZ1064'U.S. 1, SOUTH OF FENCE, ABOUT 50 FEET SOUTHWEST OF A 10 POST EZ1064'HOLIDAY INN SIGN, AND 1.2 MILES NORTHEAST OF INTERSECTION OF EZ1064'NC 55 AND U.S. 1. EZ1064' EZ1064'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1064'VIOLET 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1064'WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EZ1064' EZ1064'MARK IS EZ1064' EZ1064'94.2 FT NNW OF C/L OF U.S. 1 EZ1064' EZ1064'4.1 FT S OF CENTER FENCE BRACE POST, WITH ALUMINUM REF. TAG EZ1064' EZ1064'8.3 FT ESE OF W END FENCE BRACE POST, WITH ALUMINUM REF. TAG EZ1064' EZ1064'9.4 FT SW OF E END FENCE BRACE POST, WITH ALUMINUM REF. TAG EZ1064 EZ1064 STATION RECOVERY (1973) EZ1064 EZ1064'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1064'1.4 MI ESE FROM APEX. EZ1064'VIOLET IS LOCATED APPROXIMATELY 11.5 MILES WSW OF CAPITOL SQUARE EZ1064'IN RALEIGH. TO REACH STATION FROM JUNCTION OF U.S. 1 AND U.S. EZ1064'64 EAST OF APEX, PROCEED SW ALONG U.S. 1 FOR 2.3 MILES TO STATION EZ1064'ON RIGHT ON NW BANK AND ABOUT 50 FT SW OF HOLIDAY INN SIGN, 0.3 EZ1064'MILES SW OF SR 1010 (OLD NC 42) OVERPASS OF U.S. 1, 0.6 MILES NE EZ1064'OF R/R BRIDGE OVER U.S. 1, 94.2 FT NNW OF C/L OF U.S. 1, 4.1 FT EZ1064'S OF CENTER FENCE BRACE POST W/ALUMINUM REF. TAG, 8.3 FT ESE EZ1064'OF W END OF FENCE BRACE POST W/ALUMINUM REF. TAG, 9.4 FT SW OF EZ1064'E END OF FENCE BRACE POST W/ALUMINUM REF. TAG. DISK IS SET IN EZ1064'CONCRETE CYLINDER 3 INCHES BELOW THE SURFACE OF THE GROUND. EZ1064 EZ1064 STATION RECOVERY (1979) EZ1064 EZ1064'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1979 (JDB) EZ1064'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ1064 EZ1064 STATION RECOVERY (1983) EZ1064 EZ1064'RECOVERY NOTE BY US POWER SQUADRON 1983 (RKG) EZ1064'NOT RECOVERED - HEAVY UNDERGROWTH SEVERELY LIMITED ACCESS TO FENCE EZ1064'LINE FROM U.S. 1. - OBSERVER IS FAMILIAR WITH REFERENCED HOLIDAY EZ1064'INN SIGN, HAVING SEEN IT THIS PAST WINTER. WILL ATTEMPT RECOVERY EZ1064'WHEN FOLIAGE GOES DORMANT THIS COMING WINTER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1915 *********************************************************************** EZ1915 DESIGNATION - VIRGINIA EZ1915 PID - EZ1915 EZ1915 STATE/COUNTY- NC/WAKE EZ1915 USGS QUAD - WAKE FOREST (1987) EZ1915 EZ1915 *CURRENT SURVEY CONTROL EZ1915 ___________________________________________________________________ EZ1915* NAD 83(1986)- 35 57 24.60204(N) 078 31 27.41262(W) ADJUSTED EZ1915* NAVD 88 - 122.508 (meters) 401.93 (feet) ADJUSTED EZ1915 ___________________________________________________________________ EZ1915 LAPLACE CORR- -7.18 (seconds) DEFLEC99 EZ1915 GEOID HEIGHT- -32.92 (meters) GEOID03 EZ1915 DYNAMIC HT - 122.404 (meters) 401.59 (feet) COMP EZ1915 MODELED GRAV- 979,781.6 (mgal) NAVD 88 EZ1915 EZ1915 HORZ ORDER - SECOND EZ1915 VERT ORDER - FIRST CLASS II EZ1915 EZ1915.The North Carolina HARNS have been completed but, EZ1915.due to contractual restrictions, coordinates for these stations EZ1915.will NOT be published in the near future. In the interim, the EZ1915.published coordinates in North Carolina will not be EZ1915.consistent with the Continuously Operating Reference Stations EZ1915.(CORS). The HARN coordinates for these stations are available EZ1915.upon request. Contact Gary Thompson(919-733-3836). EZ1915. EZ1915.In addition, the published North Carolina positions EZ1915.(NAD 83 (1986)) are NOT consistent with those determined in EZ1915.adjacent state readjustments. The discontinuity between stations EZ1915.located in North Carolina and those in adjacent states EZ1915.which have been adjusted to the HARN may be as much as 5 EZ1915.decimeters. This will result in a significant loss of accuracy EZ1915.over lines crossing such state borders. EZ1915 EZ1915 EZ1915.The horizontal coordinates were established by classical geodetic methods EZ1915.and adjusted by the National Geodetic Survey in July 1986. EZ1915 EZ1915.The orthometric height was determined by differential leveling EZ1915.and adjusted by the National Geodetic Survey in June 1991. EZ1915 EZ1915.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1915 EZ1915.The geoid height was determined by GEOID03. EZ1915 EZ1915.The dynamic height is computed by dividing the NAVD 88 EZ1915.geopotential number by the normal gravity value computed on the EZ1915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1915.degrees latitude (g = 980.6199 gals.). EZ1915 EZ1915.The modeled gravity was interpolated from observed gravity values. EZ1915 EZ1915; North East Units Scale Factor Converg. EZ1915;SPC NC - 244,914.114 652,514.749 MT 0.99994819 +0 16 28.5 EZ1915;SPC NC - 803,522.39 2,140,792.14 sFT 0.99994819 +0 16 28.5 EZ1915;UTM 17 - 3,981,994.147 723,273.933 MT 1.00021431 +1 27 15.4 EZ1915 EZ1915! - Elev Factor x Scale Factor = Combined Factor EZ1915!SPC NC - 0.99998594 x 0.99994819 = 0.99993413 EZ1915!UTM 17 - 0.99998594 x 1.00021431 = 1.00020025 EZ1915 EZ1915: Primary Azimuth Mark Grid Az EZ1915:SPC NC - FORESTVILLE 047 41 08.0 EZ1915:UTM 17 - FORESTVILLE 046 30 21.1 EZ1915 EZ1915|---------------------------------------------------------------------| EZ1915| PID Reference Object Distance Geod. Az | EZ1915| dddmmss.s | EZ1915| EZ1914 FORESTVILLE APPROX. 0.7 KM 0475736.5 | EZ1915|---------------------------------------------------------------------| EZ1915 EZ1915 SUPERSEDED SURVEY CONTROL EZ1915 EZ1915 NAD 27 - 35 57 24.06427(N) 078 31 28.40789(W) AD( ) 2 EZ1915 NGVD 29 (03/05/92) 122.782 (m) 402.83 (f) ADJUSTED 1 2 EZ1915 EZ1915.Superseded values are not recommended for survey control. EZ1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1915.See file dsdata.txt to determine how the superseded data were derived. EZ1915 EZ1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2327481994(NAD 83) EZ1915_MARKER: DE = TRAVERSE STATION DISK EZ1915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1915_SP_SET: CONCRETE POST EZ1915_STAMPING: VIRGINIA 1978 EZ1915_MARK LOGO: NCGS EZ1915_PROJECTION: FLUSH EZ1915_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ1915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1915+STABILITY: SURFACE MOTION EZ1915 EZ1915 HISTORY - Date Condition Report By EZ1915 HISTORY - 1978 MONUMENTED NCGS EZ1915 HISTORY - 1980 GOOD NCGS EZ1915 HISTORY - 1984 GOOD NCGS EZ1915 HISTORY - 1984 GOOD NCGS EZ1915 HISTORY - 1985 GOOD USPSQD EZ1915 HISTORY - 1987 GOOD USPSQD EZ1915 HISTORY - 1987 GOOD USPSQD EZ1915 HISTORY - 20041128 MARK NOT FOUND USPSQD EZ1915 EZ1915 STATION DESCRIPTION EZ1915 EZ1915'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ1915'THE STATION IS LOCATED APPROXIMATELY 1.8 MILES SOUTHWEST OF WAKE EZ1915'FOREST. EZ1915' EZ1915'TO REACH THE STATION FROM THE SOUTHERNMOST INTERSECTION OF US 1A WITH EZ1915'NC 98 IN WAKE FOREST, PROCEED SOUTHERLY ALONG US 1A FOR 1.75 MILES TO EZ1915'SR 2089 ON THE RIGHT AND STATION IN NORTH QUADRANT. EZ1915' EZ1915'STATION MARK IS A STANDARD DISK STAMPED---VIRGINIA 1978---SET IN THE EZ1915'TOP OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE. EZ1915'THE MARK IS 26.0 FEET NORTHWEST OF CENTERLINE OF US 1A, 43.2 FEET EZ1915'NORTH OF CENTERLINE INTERSECTION OF US 1A AND SR 2089, 11.2 FEET EAST- EZ1915'NORTHEAST OF POWER POLE 42-A WITH REFERENCE TAG, 21.9 FEET SOUTH- EZ1915'SOUTHEAST OF 14 INCH PINE WITH REFERENCE TAG, 34.9 FEET SOUTHWEST OF EZ1915'POWER POLE WITH REFERENCE TAG AND 22.4 FEET SOUTHEAST OF 6 INCH CEDAR EZ1915'WITH REFERENCE TAG. EZ1915 EZ1915 STATION RECOVERY (1980) EZ1915 EZ1915'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ1915'1.8 MI SW FROM WAKE FOREST. EZ1915'1.2 MILES NORTHEAST ALONG U.S. 1-A FROM INTERSECTION WITH U.S. 1 EZ1915'SOUTHWEST OF WAKE FOREST, IN NORTH QUADRANT AT INTERSECTION WITH EZ1915'SR 2089, 26.0 FEET NORTHWEST OF CENTERLINE OF HIGHWAY, 43.2 FEET EZ1915'NORTH OF CENTERLINE INTERSECTION, 11.2 FEET NORTHEAST OF POWER EZ1915'POLE 42-A WITH REFERENCE TAG, 21.9 FEET SOUTHEAST OF 14-INCH EZ1915'PINE WITH REFERENCE TAG, 34.9 FEET SOUTHWEST OF POWER POLE WITH EZ1915'REFERENCE TAG AND 22.4 FEET SOUTHEAST OF 6-INCH CEDAR WITH EZ1915'REFERENCE TAG. EZ1915'THE MARK IS 1 FT ABOVE HIGHWAY. EZ1915 EZ1915 STATION RECOVERY (1984) EZ1915 EZ1915'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ1915'THE STATION WAS RECOVERED AT THIS DATE. EZ1915'STATION IS IN GOOD CONDITION AS DESCRIBED. EZ1915' EZ1915'NCGS EZ1915 EZ1915 STATION RECOVERY (1984) EZ1915 EZ1915'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ1915'RECOVERED IN GOOD CONDITION. EZ1915 EZ1915 STATION RECOVERY (1985) EZ1915 EZ1915'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ1915'VIRGINIA 1978 FOUND GOOD. EZ1915 EZ1915 STATION RECOVERY (1987) EZ1915 EZ1915'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ1915'RECOVERED IN GOOD CONDITION. EZ1915 EZ1915 STATION RECOVERY (1987) EZ1915 EZ1915'RECOVERY NOTE BY US POWER SQUADRON 1987 (SM) EZ1915'RECOVERED IN GOOD CONDITION. EZ1915 EZ1915 STATION RECOVERY (2004) EZ1915 EZ1915'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ1915'HIGHWAY CONSTRUCTION,MARKER INSTRUCTIONS PLACE MAKER IN NEW SIDEWALK EZ1915'ALONG HIGHWAY, ONLY 14 INCH PINE REMAINING FOR REFERENCE MARKERS 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5711 *********************************************************************** EZ5711 DESIGNATION - VISHAY EZ5711 PID - EZ5711 EZ5711 STATE/COUNTY- NC/WAKE EZ5711 USGS QUAD - KNIGHTDALE (1993) EZ5711 EZ5711 *CURRENT SURVEY CONTROL EZ5711 ___________________________________________________________________ EZ5711* NAD 83(1986)- 35 48 11.50224(N) 078 24 45.41409(W) ADJUSTED EZ5711* NAVD 88 - 87. (meters) 285. (feet) SCALED EZ5711 ___________________________________________________________________ EZ5711 LAPLACE CORR- -5.44 (seconds) DEFLEC99 EZ5711 GEOID HEIGHT- -33.80 (meters) GEOID03 EZ5711 EZ5711 HORZ ORDER - SECOND EZ5711 EZ5711.The North Carolina HARNS have been completed but, EZ5711.due to contractual restrictions, coordinates for these stations EZ5711.will NOT be published in the near future. In the interim, the EZ5711.published coordinates in North Carolina will not be EZ5711.consistent with the Continuously Operating Reference Stations EZ5711.(CORS). The HARN coordinates for these stations are available EZ5711.upon request. Contact Gary Thompson(919-733-3836). EZ5711. EZ5711.In addition, the published North Carolina positions EZ5711.(NAD 83 (1986)) are NOT consistent with those determined in EZ5711.adjacent state readjustments. The discontinuity between stations EZ5711.located in North Carolina and those in adjacent states EZ5711.which have been adjusted to the HARN may be as much as 5 EZ5711.decimeters. This will result in a significant loss of accuracy EZ5711.over lines crossing such state borders. EZ5711 EZ5711 EZ5711.The horizontal coordinates were established by classical geodetic methods EZ5711.and adjusted by the National Geodetic Survey in January 1990. EZ5711 EZ5711.The orthometric height was scaled from a topographic map. EZ5711 EZ5711.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5711 EZ5711.The geoid height was determined by GEOID03. EZ5711 EZ5711; North East Units Scale Factor Converg. EZ5711;SPC NC - 227,922.224 662,688.670 MT 0.99991880 +0 20 20.5 EZ5711;SPC NC - 747,774.83 2,174,171.08 sFT 0.99991880 +0 20 20.5 EZ5711;UTM 17 - 3,965,209.710 733,798.169 MT 1.00027361 +1 30 51.5 EZ5711 EZ5711! - Elev Factor x Scale Factor = Combined Factor EZ5711!SPC NC - 0.99999159 x 0.99991880 = 0.99991039 EZ5711!UTM 17 - 0.99999159 x 1.00027361 = 1.00026520 EZ5711 EZ5711: Primary Azimuth Mark Grid Az EZ5711:SPC NC - PHONE 264 51 24.9 EZ5711:UTM 17 - PHONE 263 40 53.9 EZ5711 EZ5711|---------------------------------------------------------------------| EZ5711| PID Reference Object Distance Geod. Az | EZ5711| dddmmss.s | EZ5711| EZ2431 STRICK 186.349 METERS 10025 | EZ5711| EZ2430 PHONE APPROX. 0.6 KM 2651145.4 | EZ5711|---------------------------------------------------------------------| EZ5711 EZ5711 SUPERSEDED SURVEY CONTROL EZ5711 EZ5711.No superseded survey control is available for this station. EZ5711 EZ5711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3379865210(NAD 83) EZ5711_MARKER: DE = TRAVERSE STATION DISK EZ5711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5711_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5711_STAMPING: VISHAY 1980 EZ5711_MARK LOGO: NCGS EZ5711_PROJECTION: FLUSH EZ5711_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ5711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5711+STABILITY: SURFACE MOTION EZ5711 EZ5711 HISTORY - Date Condition Report By EZ5711 HISTORY - 1980 MONUMENTED NCGS EZ5711 HISTORY - 19860101 GOOD NCGS EZ5711 HISTORY - 1987 GOOD USPSQD EZ5711 EZ5711 STATION DESCRIPTION EZ5711 EZ5711'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EZ5711'THE STATION IS LOCATED APPROXIMATELY 2.8 MILES NORTHWEST OF WENDELL EZ5711'AND 3.7 MILES EAST-NORTHEAST OF KNIGHTDALE. EZ5711' EZ5711'TO REACH THE STATION FROM THE INTERSECTION OF US 64 BUSINESS WITH NC EZ5711'97 AT HEPHZIBAH CHURCH, PROCEED WEST ALONG US 64 FOR 0.65 MILES TO EZ5711'STATION IN THE RIGHT SHOULDER, APPROXIMATELY 100 FEET EAST OF THE EZ5711'ENTRANCE TO MEASUREMENTS GROUP PLANT. EZ5711' EZ5711'STATION MARK IS A STANDARD DISK STAMPED---VISHAY 1980---SET IN TOP OF EZ5711'A 10 INCH CONCRETE CYLINDER, WHICH IS 6 INCHES BELOW GROUND SURFACE. EZ5711'THE MARK IS 23.7 FEET NORTH OF CENTERLINE OF WEST BOUND LANES, 85.0 EZ5711'FEET EAST OF EAST END OF CULVERT UNDER ENTRANCE TO PLANT, 115.0 FEET EZ5711'EAST-NORTHEAST OF EAST END OF CULVERT UNDER CROSSOVER, 154.6 FEET EZ5711'WEST-NORTHWEST OF CENTER OF DRAINAGE COVER IN MEDIAN, AND 28.4 FEET EZ5711'SOUTH-SOUTHWEST OF 8 INCH PINE WITH REFERENCE TAG. EZ5711 EZ5711 STATION RECOVERY (1986) EZ5711 EZ5711'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ5711'RECOVERED AS DESCRIBED. MARK IS ALSO LOCATED 10.8 M (35.4 FT) EZ5711'SOUTHWEST OF AN 8-INCH PINE WITH REFERENCE TAG. MARK IS LEVEL WITH EZ5711'HIGHWAY. EZ5711 EZ5711 STATION RECOVERY (1987) EZ5711 EZ5711'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ5711'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2671 *********************************************************************** EZ2671 DESIGNATION - VOL EZ2671 PID - EZ2671 EZ2671 STATE/COUNTY- NC/WAKE EZ2671 USGS QUAD - GARNER (1993) EZ2671 EZ2671 *CURRENT SURVEY CONTROL EZ2671 ___________________________________________________________________ EZ2671* NAD 83(1986)- 35 40 53.40664(N) 078 37 14.98833(W) ADJUSTED EZ2671* NAVD 88 - 94.167 (meters) 308.95 (feet) ADJUSTED EZ2671 ___________________________________________________________________ EZ2671 LAPLACE CORR- -7.35 (seconds) DEFLEC99 EZ2671 GEOID HEIGHT- -33.19 (meters) GEOID03 EZ2671 DYNAMIC HT - 94.084 (meters) 308.67 (feet) COMP EZ2671 MODELED GRAV- 979,750.3 (mgal) NAVD 88 EZ2671 EZ2671 HORZ ORDER - SECOND EZ2671 VERT ORDER - SECOND CLASS I EZ2671 EZ2671.The North Carolina HARNS have been completed but, EZ2671.due to contractual restrictions, coordinates for these stations EZ2671.will NOT be published in the near future. In the interim, the EZ2671.published coordinates in North Carolina will not be EZ2671.consistent with the Continuously Operating Reference Stations EZ2671.(CORS). The HARN coordinates for these stations are available EZ2671.upon request. Contact Gary Thompson(919-733-3836). EZ2671. EZ2671.In addition, the published North Carolina positions EZ2671.(NAD 83 (1986)) are NOT consistent with those determined in EZ2671.adjacent state readjustments. The discontinuity between stations EZ2671.located in North Carolina and those in adjacent states EZ2671.which have been adjusted to the HARN may be as much as 5 EZ2671.decimeters. This will result in a significant loss of accuracy EZ2671.over lines crossing such state borders. EZ2671 EZ2671 EZ2671.The horizontal coordinates were established by classical geodetic methods EZ2671.and adjusted by the National Geodetic Survey in December 1990. EZ2671 EZ2671.The orthometric height was determined by differential leveling EZ2671.and adjusted by the National Geodetic Survey in June 1991. EZ2671 EZ2671.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2671 EZ2671.The geoid height was determined by GEOID03. EZ2671 EZ2671.The dynamic height is computed by dividing the NAVD 88 EZ2671.geopotential number by the normal gravity value computed on the EZ2671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2671.degrees latitude (g = 980.6199 gals.). EZ2671 EZ2671.The modeled gravity was interpolated from observed gravity values. EZ2671 EZ2671; North East Units Scale Factor Converg. EZ2671;SPC NC - 214,329.555 643,922.020 MT 0.99990064 +0 13 07.8 EZ2671;SPC NC - 703,179.55 2,112,600.83 sFT 0.99990064 +0 13 07.8 EZ2671;UTM 17 - 3,951,231.575 715,307.763 MT 1.00017128 +1 23 17.7 EZ2671 EZ2671! - Elev Factor x Scale Factor = Combined Factor EZ2671!SPC NC - 0.99999043 x 0.99990064 = 0.99989107 EZ2671!UTM 17 - 0.99999043 x 1.00017128 = 1.00016171 EZ2671 EZ2671 SUPERSEDED SURVEY CONTROL EZ2671 EZ2671 NGVD 29 (12/03/90) 94.41 (m) 309.7 (f) LEVELING 3 EZ2671 EZ2671.Superseded values are not recommended for survey control. EZ2671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2671.See file dsdata.txt to determine how the superseded data were derived. EZ2671 EZ2671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1530851232(NAD 83) EZ2671_MARKER: DE = TRAVERSE STATION DISK EZ2671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2671_SP_SET: CONCRETE POST EZ2671_STAMPING: VOL 1978 EZ2671_MARK LOGO: NCGS EZ2671_PROJECTION: FLUSH EZ2671_MAGNETIC: N = NO MAGNETIC MATERIAL EZ2671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2671+STABILITY: SURFACE MOTION EZ2671 EZ2671 HISTORY - Date Condition Report By EZ2671 HISTORY - 1978 MONUMENTED NCGS EZ2671 HISTORY - 1978 GOOD NCGS EZ2671 HISTORY - 20050530 MARK NOT FOUND USPSQD EZ2671 EZ2671 STATION DESCRIPTION EZ2671 EZ2671'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ2671'THE STATION IS LOCATED APPROXIMATELY 2.0 MILES SOUTH-SOUTHWEST OF EZ2671'GARNER. EZ2671' EZ2671'TO REACH THE STATION FROM THE Y INTERSECTION OF SR 2794 (SEVENTH EZ2671'AVENUE) AND SR 2710 (AVERSBORO ROAD) AT THE GARNER TOWN HALL, PROCEED EZ2671'SOUTHERLY ALONG SR 2710 FOR 1.6 MILES TO STATION ON LEFT ON BANK AND EZ2671'ON PROLONGATION OF FENCE LINE ALONG NORTHEAST SIDE OF GARNER VOLUNTEER EZ2671'FIRE DEPARTMENT BUILDING SITE NUMBER 2 AND 0.4 MILE NORTHEAST OF T EZ2671'INTERSECTION WITH SR 2711. EZ2671' EZ2671'STATION MARK IS A STANDARD DISK STAMPED---VOL 1978---SET IN THE TOP OF EZ2671'A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE. THE MARK EZ2671'IS 26.4 FEET SOUTHEAST OF CENTERLINE OF SR 2710, 4.8 FEET NORTHWEST OF EZ2671'CORNER FENCE POST WITH REFERENCE TAG, 14.7 FEET WEST-SOUTHWEST OF EZ2671'FENCE POST WITH REFERENCE TAG, 6.6 FEET NORTH-NORTHEAST OF 4 INCH PINE EZ2671'WITH REFERENCE TAG, 70.1 FEET NORTHEAST OF NORTHEAST END OF CULVERT EZ2671'UNDER DRIVE TO VOL. FIRE DEPT. L.O.T., AND 73.3 FEET SOUTH OF EZ2671'TELEPHONE JUNCTION BOX. EZ2671 EZ2671 STATION RECOVERY (1978) EZ2671 EZ2671'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 EZ2671'2.0 MI SSW FROM GARNER. EZ2671'TO REACH STATION FROM THE WYE INTERSECTION OF SR 2794 (SEVENTH EZ2671'AVENUE) AND SR 2710 (AVERSBORO ROAD) AT THE GARNER TOWN HALL. PROCEED EZ2671'SOUTHERLY ALONG SR 2710 FOR 1.6 MILES TO STATION ON LEFT ON BANK AND EZ2671'ON PROLONGATION OF FENCE LINE ALONG NORTHEAST SIDE OF GARNER EZ2671'VOLUNTEER FIRE DEPARTMENT BUILDING SITE NO. 2, AND 0.4 MILE EZ2671'NORTHEAST OF T INTERSECTION WITH SR 2711. MARK IS 26.4 FEET EZ2671'SOUTHEAST OF CENTERLINE OF SR 2710, 4.8 FEET NORTHWEST OF CORNER EZ2671'FENCE POST WITH REFERENCE TAG, 14.7 FEET WEST-SOUTHWEST OF FENCE EZ2671'POST WITH REFERENCE TAG, 6.6 FEET NORTH-NORTHEAST OF 4 INCH PINE EZ2671'WITH REFERENCE TAG, 70.1 FEET NORTHEAST OF NORTHEAST END OF CULVERT EZ2671'UNDER DRIVE TO VOL. FIRE DEPT. LOT, AND 73.3 FEET SOUTH OF EZ2671'TELEPHONE JUNCTION BOX. EZ2671'THE MARK IS 2 FT ABOVE ROAD. EZ2671 EZ2671 STATION RECOVERY (2005) EZ2671 EZ2671'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ2671'MARK NOT FOUND 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5161 *********************************************************************** EZ5161 DESIGNATION - VOYAGER EZ5161 PID - EZ5161 EZ5161 STATE/COUNTY- NC/WAKE EZ5161 USGS QUAD - RALEIGH WEST (1988) EZ5161 EZ5161 *CURRENT SURVEY CONTROL EZ5161 ___________________________________________________________________ EZ5161* NAD 83(1986)- 35 47 06.84233(N) 078 39 36.07500(W) ADJUSTED EZ5161* NAVD 88 - 118.74 (+/-2cm) 389.6 (feet) VERTCON EZ5161 ___________________________________________________________________ EZ5161 LAPLACE CORR- -7.26 (seconds) DEFLEC99 EZ5161 GEOID HEIGHT- -32.80 (meters) GEOID03 EZ5161 EZ5161 HORZ ORDER - SECOND EZ5161 VERT ORDER - THIRD ? (See Below) EZ5161 EZ5161.The North Carolina HARNS have been completed but, EZ5161.due to contractual restrictions, coordinates for these stations EZ5161.will NOT be published in the near future. In the interim, the EZ5161.published coordinates in North Carolina will not be EZ5161.consistent with the Continuously Operating Reference Stations EZ5161.(CORS). The HARN coordinates for these stations are available EZ5161.upon request. Contact Gary Thompson(919-733-3836). EZ5161. EZ5161.In addition, the published North Carolina positions EZ5161.(NAD 83 (1986)) are NOT consistent with those determined in EZ5161.adjacent state readjustments. The discontinuity between stations EZ5161.located in North Carolina and those in adjacent states EZ5161.which have been adjusted to the HARN may be as much as 5 EZ5161.decimeters. This will result in a significant loss of accuracy EZ5161.over lines crossing such state borders. EZ5161 EZ5161 EZ5161.The horizontal coordinates were established by classical geodetic methods EZ5161.and adjusted by the National Geodetic Survey in July 1986. EZ5161 EZ5161.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5161.The vertical order pertains to the NGVD 29 superseded value. EZ5161 EZ5161.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5161 EZ5161.The geoid height was determined by GEOID03. EZ5161 EZ5161; North East Units Scale Factor Converg. EZ5161;SPC NC - 225,825.081 640,335.247 MT 0.99991584 +0 11 46.4 EZ5161;SPC NC - 740,894.45 2,100,833.22 sFT 0.99991584 +0 11 46.4 EZ5161;UTM 17 - 3,962,654.292 711,485.843 MT 1.00015117 +1 22 07.7 EZ5161 EZ5161! - Elev Factor x Scale Factor = Combined Factor EZ5161!SPC NC - 0.99998651 x 0.99991584 = 0.99990235 EZ5161!UTM 17 - 0.99998651 x 1.00015117 = 1.00013768 EZ5161 EZ5161 SUPERSEDED SURVEY CONTROL EZ5161 EZ5161 NAD 27 - 35 47 06.29964(N) 078 39 37.06264(W) AD( ) 2 EZ5161 NGVD 29 (07/19/86) 119.01 (m) 390.5 (f) LEVELING 3 EZ5161 EZ5161.Superseded values are not recommended for survey control. EZ5161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5161.See file dsdata.txt to determine how the superseded data were derived. EZ5161 EZ5161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1148662654(NAD 83) EZ5161_MARKER: DE = TRAVERSE STATION DISK EZ5161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5161_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5161_STAMPING: VOYAGER 1967 EZ5161_MARK LOGO: NCGS EZ5161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5161+STABILITY: SURFACE MOTION EZ5161 EZ5161 HISTORY - Date Condition Report By EZ5161 HISTORY - 1967 MONUMENTED NCGS EZ5161 HISTORY - 1970 MARK NOT FOUND NCGS EZ5161 HISTORY - 20040520 MARK NOT FOUND USPSQD EZ5161 EZ5161 STATION DESCRIPTION EZ5161 EZ5161'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ5161'VOYAGER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5161'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5161' EZ5161'VOYAGER IS LOCATED APPROXIMATELY 1.3 MILES WEST OF RALEIGH EZ5161'CAPITOL SQUARE. TO REACH STATION PROCEED FROM CAPITOL SQUARE EZ5161'WEST ON HILLSBOROUGH STREET FOR 1.3 MILES TO STATION ON NORTH EZ5161'SIDE OF HILLSBOROUGH ST., 150 FT APPROXIMATELY NORTH OF VOYAGER EZ5161'INN MOTEL, APPROXIMATELY 100 FT ESE OF INTERSECTION OF WOODBURN EZ5161'RD. AND HILLSBOROUGH ST, BETWEEN SIDEWALK AND CURB ON NORTH SIDE EZ5161'OF HILLSBOROUGH ST. EZ5161' EZ5161'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5161'VOYAGER 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5161'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5161' EZ5161'MARK IS EZ5161' EZ5161'93.1 FT SE OF PP WITH ALUMINUM REF. TAG EZ5161' EZ5161'11.8 FT S OF SW CORNER OF STONE PARAPET EZ5161' EZ5161'29.0 FT SSW OF 8 INCH MAPLE WITH ALUMINUM REF. TAG EZ5161' EZ5161'40.7 FT W OF 30 INCH WHITE OAK WITH ALUMINUM REF. TAG EZ5161' EZ5161'4.3 FT WNW OF WATER METER EZ5161' EZ5161'2.0 FT SSW OF S EDGE OF SIDEWALK ON N SIDE OF HILLSBOROUGH ST. EZ5161' EZ5161'29.5 FT NNE OF C/L OF HILLSBOROUGH ST. EZ5161 EZ5161 STATION RECOVERY (1970) EZ5161 EZ5161'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1970 (WCF) EZ5161'DESTROYED EZ5161 EZ5161 STATION RECOVERY (2004) EZ5161 EZ5161'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ5161'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4478 *********************************************************************** EZ4478 DESIGNATION - WABUN EZ4478 PID - EZ4478 EZ4478 STATE/COUNTY- NC/WAKE EZ4478 USGS QUAD - ROLESVILLE (1993) EZ4478 EZ4478 *CURRENT SURVEY CONTROL EZ4478 ___________________________________________________________________ EZ4478* NAD 83(1986)- 35 57 38.07973(N) 078 27 06.54903(W) ADJUSTED EZ4478* NAVD 88 - 133.9 (meters) 439. (feet) VERTCON EZ4478 ___________________________________________________________________ EZ4478 LAPLACE CORR- -7.03 (seconds) DEFLEC99 EZ4478 GEOID HEIGHT- -33.22 (meters) GEOID03 EZ4478 EZ4478 HORZ ORDER - SECOND EZ4478 EZ4478.The North Carolina HARNS have been completed but, EZ4478.due to contractual restrictions, coordinates for these stations EZ4478.will NOT be published in the near future. In the interim, the EZ4478.published coordinates in North Carolina will not be EZ4478.consistent with the Continuously Operating Reference Stations EZ4478.(CORS). The HARN coordinates for these stations are available EZ4478.upon request. Contact Gary Thompson(919-733-3836). EZ4478. EZ4478.In addition, the published North Carolina positions EZ4478.(NAD 83 (1986)) are NOT consistent with those determined in EZ4478.adjacent state readjustments. The discontinuity between stations EZ4478.located in North Carolina and those in adjacent states EZ4478.which have been adjusted to the HARN may be as much as 5 EZ4478.decimeters. This will result in a significant loss of accuracy EZ4478.over lines crossing such state borders. EZ4478 EZ4478 EZ4478.The horizontal coordinates were established by classical geodetic methods EZ4478.and adjusted by the National Geodetic Survey in July 1986. EZ4478 EZ4478.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4478 EZ4478.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4478 EZ4478.The geoid height was determined by GEOID03. EZ4478 EZ4478; North East Units Scale Factor Converg. EZ4478;SPC NC - 245,363.202 659,049.039 MT 0.99994900 +0 18 59.0 EZ4478;SPC NC - 804,995.77 2,162,230.06 sFT 0.99994900 +0 18 59.0 EZ4478;UTM 17 - 3,982,577.889 729,799.439 MT 1.00025074 +1 29 49.3 EZ4478 EZ4478! - Elev Factor x Scale Factor = Combined Factor EZ4478!SPC NC - 0.99998419 x 0.99994900 = 0.99993319 EZ4478!UTM 17 - 0.99998419 x 1.00025074 = 1.00023493 EZ4478 EZ4478: Primary Azimuth Mark Grid Az EZ4478:SPC NC - FRAZIERS 079 22 51.0 EZ4478:UTM 17 - FRAZIERS 078 12 00.7 EZ4478 EZ4478|---------------------------------------------------------------------| EZ4478| PID Reference Object Distance Geod. Az | EZ4478| dddmmss.s | EZ4478| EZ4477 FRAZIERS APPROX. 1.5 KM 0794150.0 | EZ4478| EZ4480 JIM AVERY 372.934 METERS 28737 | EZ4478|---------------------------------------------------------------------| EZ4478 EZ4478 SUPERSEDED SURVEY CONTROL EZ4478 EZ4478 NAD 27 - 35 57 37.52922(N) 078 27 07.55103(W) AD( ) 2 EZ4478 NGVD 29 (07/19/86) 134.2 (m) 440. (f) VERT ANG EZ4478 EZ4478.Superseded values are not recommended for survey control. EZ4478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4478.See file dsdata.txt to determine how the superseded data were derived. EZ4478 EZ4478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2979982578(NAD 83) EZ4478_MARKER: DE = TRAVERSE STATION DISK EZ4478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4478_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4478_MAGNETIC: N = NO MAGNETIC MATERIAL EZ4478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4478+STABILITY: SURFACE MOTION EZ4478 EZ4478 HISTORY - Date Condition Report By EZ4478 HISTORY - 1978 MONUMENTED NCGS EZ4478 HISTORY - 20041203 MARK NOT FOUND USPSQD EZ4478 EZ4478 STATION DESCRIPTION EZ4478 EZ4478'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ4478'THE STATION IS LOCATED APPROXIMATELY 2.6 MILES NORTH OF ROLESVILLE AND EZ4478'3.5 MILES EAST OF WAKE FOREST. EZ4478' EZ4478'TO REACH THE STATION FROM THE INTERSECTION OF NC 98 WITH NC 96 AT EZ4478'FRAZIERS CROSSROADS, PROCEED WESTERLY ALONG NC 98 FOR 0.95 MILE TO EZ4478'STATION ON THE LEFT, NEAR TELEPHONE POLE AND 0.1 MILE EAST OF SR 1945 EZ4478'CROSSROADS. EZ4478' EZ4478'STATION MARK IS A STANDARD DISK STAMPED---WABUN 1978---SET IN THE TOP EZ4478'OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE. THE EZ4478'MARK IS 28.1 FEET SOUTH OF CENTERLINE OF NC 98, 156.6 FEET SOUTHEAST EZ4478'OF CENTERLINE INTERSECTION OF HIGHWAY WITH DIRT DRIVEWAY LEADNG NORTH, EZ4478'8.3 FEET NORTHEAST OF TELEPHONE POLE 89 WITH REFERENCE TAG, 135.3 FEET EZ4478'WEST OF METAL HIGHWAY SIGN POST AND 114.8 FEET SOUTHWEST OF POWER POLE EZ4478'ACROSS ROAD. EZ4478 EZ4478 STATION RECOVERY (2004) EZ4478 EZ4478'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ4478'POWER POLE WITH REFERENCE MARKER PRESENT BUT NO MARKER 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0929 *********************************************************************** EZ0929 DESIGNATION - WADE EZ0929 PID - EZ0929 EZ0929 STATE/COUNTY- NC/WAKE EZ0929 USGS QUAD - RALEIGH WEST (1988) EZ0929 EZ0929 *CURRENT SURVEY CONTROL EZ0929 ___________________________________________________________________ EZ0929* NAD 83(1986)- 35 48 15.13684(N) 078 41 38.32411(W) ADJUSTED EZ0929* NAVD 88 - 127.985 (meters) 419.90 (feet) ADJUSTED EZ0929 ___________________________________________________________________ EZ0929 LAPLACE CORR- -6.88 (seconds) DEFLEC99 EZ0929 GEOID HEIGHT- -32.62 (meters) GEOID03 EZ0929 DYNAMIC HT - 127.875 (meters) 419.54 (feet) COMP EZ0929 MODELED GRAV- 979,776.8 (mgal) NAVD 88 EZ0929 EZ0929 HORZ ORDER - SECOND EZ0929 VERT ORDER - SECOND CLASS 0 EZ0929 EZ0929.The North Carolina HARNS have been completed but, EZ0929.due to contractual restrictions, coordinates for these stations EZ0929.will NOT be published in the near future. In the interim, the EZ0929.published coordinates in North Carolina will not be EZ0929.consistent with the Continuously Operating Reference Stations EZ0929.(CORS). The HARN coordinates for these stations are available EZ0929.upon request. Contact Gary Thompson(919-733-3836). EZ0929. EZ0929.In addition, the published North Carolina positions EZ0929.(NAD 83 (1986)) are NOT consistent with those determined in EZ0929.adjacent state readjustments. The discontinuity between stations EZ0929.located in North Carolina and those in adjacent states EZ0929.which have been adjusted to the HARN may be as much as 5 EZ0929.decimeters. This will result in a significant loss of accuracy EZ0929.over lines crossing such state borders. EZ0929 EZ0929 EZ0929.The horizontal coordinates were established by classical geodetic methods EZ0929.and adjusted by the National Geodetic Survey in December 1992. EZ0929 EZ0929.The orthometric height was determined by differential leveling EZ0929.and adjusted by the National Geodetic Survey in June 1991. EZ0929 EZ0929.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0929 EZ0929.The geoid height was determined by GEOID03. EZ0929 EZ0929.The dynamic height is computed by dividing the NAVD 88 EZ0929.geopotential number by the normal gravity value computed on the EZ0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0929.degrees latitude (g = 980.6199 gals.). EZ0929 EZ0929.The modeled gravity was interpolated from observed gravity values. EZ0929 EZ0929; North East Units Scale Factor Converg. EZ0929;SPC NC - 227,919.806 637,258.967 MT 0.99991897 +0 10 35.9 EZ0929;SPC NC - 747,766.90 2,090,740.46 sFT 0.99991897 +0 10 35.9 EZ0929;UTM 17 - 3,964,686.075 708,366.631 MT 1.00013503 +1 20 58.4 EZ0929 EZ0929! - Elev Factor x Scale Factor = Combined Factor EZ0929!SPC NC - 0.99998503 x 0.99991897 = 0.99990400 EZ0929!UTM 17 - 0.99998503 x 1.00013503 = 1.00012006 EZ0929 EZ0929: Primary Azimuth Mark Grid Az EZ0929:SPC NC - PALMS 003 25 13.1 EZ0929:UTM 17 - PALMS 002 14 50.6 EZ0929 EZ0929|---------------------------------------------------------------------| EZ0929| PID Reference Object Distance Geod. Az | EZ0929| dddmmss.s | EZ0929| EZ0928 PALMS APPROX. 0.7 KM 0033549.0 | EZ0929|---------------------------------------------------------------------| EZ0929 EZ0929 SUPERSEDED SURVEY CONTROL EZ0929 EZ0929 NAD 83(1986)- 35 48 15.13735(N) 078 41 38.32595(W) AD( ) 2 EZ0929 NAD 27 - 35 48 14.59968(N) 078 41 39.31305(W) AD( ) 2 EZ0929 NGVD 29 (??/??/92) 128.252 (m) 420.77 (f) ADJ UNCH 2 0 EZ0929 EZ0929.Superseded values are not recommended for survey control. EZ0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0929.See file dsdata.txt to determine how the superseded data were derived. EZ0929 EZ0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0836764686(NAD 83) EZ0929_MARKER: DE = TRAVERSE STATION DISK EZ0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0929_STAMPING: WADE 1972 EZ0929_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0929+STABILITY: SURFACE MOTION EZ0929 EZ0929 HISTORY - Date Condition Report By EZ0929 HISTORY - 1972 MONUMENTED NCGS EZ0929 HISTORY - 1973 GOOD NCGS EZ0929 HISTORY - 1984 GOOD NCGS EZ0929 EZ0929 STATION DESCRIPTION EZ0929 EZ0929'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1972 (JWC) EZ0929'WADE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0929'VICINITY OF RALEIGH, NORTH CAROLINA. EZ0929' EZ0929'WADE IS LOCATED APPROXIMATELY 3.5 MILES WNW OF CAPITOL SQUARE, IN EZ0929'RALEIGH. THE STATION IS AT THE US 1-US 64 BYPASS (BELTLINE) BRIDGES EZ0929'OVER I-40 (WADE AVE.), AND NEAR THE NW CORNER OF THE SOUTH BOUND EZ0929'LANE BRIDGE, 0.60 MILES NORTH OF BRIDGE OVER HILLSBOROUGH STREET. EZ0929' EZ0929'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED WADE EZ0929'1972, SET IN THE TOP OF A CONCRETE PRECAST MONUMENT, THE TOP OF EZ0929'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0929' EZ0929'MARK IS EZ0929'34.7 FEET W OF C/L OF S BOUND LANE OF US 1. EZ0929'46.1 FEET W OF N END OF W RAIL OF S BOUND LANE BRIDGE. EZ0929'04.2 FEET W OF GUARD RAIL. EZ0929'220.8 FEET S OF METAL POST WITH YIELD SIGN. EZ0929 EZ0929 STATION RECOVERY (1973) EZ0929 EZ0929'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0929'3.5 MI WNW FROM RALEIGH. EZ0929'THE STATION IS AT THE U.S. 1 - U.S. 64 BYPASS (BELTLINE) BRIDGES EZ0929'OVER I-40 (WADE AVE.), AND NEAR THE NW CORNER OF THE SOUTH BOUND EZ0929'LANE BRIDGE, 0.60 MILES NORTH OF BRIDGE OVER HILLSBOROUGH STREET, EZ0929'34.7 FT W OF C/L OF SOUTH BOUND LANE OF U.S. 1, 46.1 FT W OF EZ0929'NORTH END OF WEST RAIL OF SOUTH BOUND LANE BRIDGE, 04.2 FT W OF EZ0929'GUARD RAIL, AND 220.8 FT S OF METAL POST WITH YIELD SIGN. DISK EZ0929'IS SET IN TOP OF A CONCRETE PRECAST FLUSH WITH THE GROUND. EZ0929 EZ0929 STATION RECOVERY (1984) EZ0929 EZ0929'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ0929'THE STATION WAS RECOVERED AT THIS DATE. EZ0929'MARK IS IN GOOD CONDITION AS DESCRIBED. EZ0929' EZ0929'STATION IS ALSO A BENCH MARK. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7491 *********************************************************************** AE7491 DESIGNATION - WAINE AE7491 PID - AE7491 AE7491 STATE/COUNTY- NC/WAKE AE7491 USGS QUAD - RALEIGH EAST (1993) AE7491 AE7491 *CURRENT SURVEY CONTROL AE7491 ___________________________________________________________________ AE7491* NAD 83(1986)- 35 49 38.22163(N) 078 36 15.98148(W) ADJUSTED AE7491* NAVD 88 - 87.079 (meters) 285.69 (feet) ADJUSTED AE7491 ___________________________________________________________________ AE7491 LAPLACE CORR- -7.60 (seconds) DEFLEC99 AE7491 GEOID HEIGHT- -32.95 (meters) GEOID03 AE7491 DYNAMIC HT - 87.004 (meters) 285.45 (feet) COMP AE7491 MODELED GRAV- 979,773.5 (mgal) NAVD 88 AE7491 AE7491 HORZ ORDER - SECOND AE7491 VERT ORDER - SECOND CLASS II AE7491 AE7491.The North Carolina HARNS have been completed but, AE7491.due to contractual restrictions, coordinates for these stations AE7491.will NOT be published in the near future. In the interim, the AE7491.published coordinates in North Carolina will not be AE7491.consistent with the Continuously Operating Reference Stations AE7491.(CORS). The HARN coordinates for these stations are available AE7491.upon request. Contact Gary Thompson(919-733-3836). AE7491. AE7491.In addition, the published North Carolina positions AE7491.(NAD 83 (1986)) are NOT consistent with those determined in AE7491.adjacent state readjustments. The discontinuity between stations AE7491.located in North Carolina and those in adjacent states AE7491.which have been adjusted to the HARN may be as much as 5 AE7491.decimeters. This will result in a significant loss of accuracy AE7491.over lines crossing such state borders. AE7491 AE7491 AE7491.The horizontal coordinates were established by classical geodetic methods AE7491.and adjusted by the National Geodetic Survey in February 1998. AE7491 AE7491.The orthometric height was determined by differential leveling AE7491.and adjusted by the National Geodetic Survey in September 1998. AE7491 AE7491.The Laplace correction was computed from DEFLEC99 derived deflections. AE7491 AE7491.The geoid height was determined by GEOID03. AE7491 AE7491.The dynamic height is computed by dividing the NAVD 88 AE7491.geopotential number by the normal gravity value computed on the AE7491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7491.degrees latitude (g = 980.6199 gals.). AE7491 AE7491.The modeled gravity was interpolated from observed gravity values. AE7491 AE7491; North East Units Scale Factor Converg. AE7491;SPC NC - 230,508.936 645,341.188 MT 0.99992293 +0 13 41.9 AE7491;SPC NC - 756,261.40 2,117,256.88 sFT 0.99992293 +0 13 41.9 AE7491;UTM 17 - 3,967,440.859 716,396.009 MT 1.00017706 +1 24 10.0 AE7491 AE7491! - Elev Factor x Scale Factor = Combined Factor AE7491!SPC NC - 0.99999150 x 0.99992293 = 0.99991443 AE7491!UTM 17 - 0.99999150 x 1.00017706 = 1.00016856 AE7491 AE7491 SUPERSEDED SURVEY CONTROL AE7491 AE7491 NGVD 29 (02/27/98) 87.36 (m) 286.6 (f) LEVELING 3 AE7491 AE7491.Superseded values are not recommended for survey control. AE7491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7491.See file dsdata.txt to determine how the superseded data were derived. AE7491 AE7491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1639667441(NAD 83) AE7491_MARKER: DH = HORIZONTAL CONTROL DISK AE7491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7491_STAMPING: WAINE 1987 AE7491_MARK LOGO: NCGS AE7491_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7491+STABILITY: SURFACE MOTION AE7491 AE7491 HISTORY - Date Condition Report By AE7491 HISTORY - 1987 MONUMENTED NCGS AE7491 HISTORY - 19870101 GOOD NCGS AE7491 AE7491 STATION DESCRIPTION AE7491 AE7491'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7491'STATION IS LOCATED ABOUT 6.1 KM (3.80 MI) NORTH-NORTHEAST OF CAPITAL AE7491'SQUARE IN RALEIGH. ALONG ATLANTIC AVENUE FOR 1.0 KM (0.60 MI) NORTH AE7491'FROM THE CLIFF BENSON BELTLINE OVERPASS, TO WAINWRIGHT COURT, ABOUT AE7491'125 FT (38.1 M) SOUTH, BETWEEN THE CURB AND SIDEWALK. MARK IS FLUSH AE7491'WITH THE GROUND AND IS LEVEL WITH ROAD. LOCATED 3.8 M (12.5 FT) AE7491'EAST-SOUTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANE, 38.8 M AE7491'(127.3 FT) SOUTH-SOUTHWEST OF THE CENTER OF WAINWRIGHT COURT, 14.3 M AE7491'(46.9 FT) WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A DUPLEX, 0.6 M AE7491'(2.0 FT) WEST-NORTHWEST OF THE NORTHWEST EDGE OF THE SIDEWALK, 9.0 M AE7491'(29.5 FT) NORTH-NORTHEAST OF A TELEPHONE PEDESTAL, AND 34.8 M (114.2 AE7491'FT) NORTHEAST OF A POWER POLE WITH A TRANSFORMER AND A REFERENCE TAG. AE7491 AE7491 STATION RECOVERY (1987) AE7491 AE7491'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7491'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5021 *********************************************************************** EZ5021 DESIGNATION - WAITALL EZ5021 PID - EZ5021 EZ5021 STATE/COUNTY- NC/WAKE EZ5021 USGS QUAD - WAKE FOREST (1987) EZ5021 EZ5021 *CURRENT SURVEY CONTROL EZ5021 ___________________________________________________________________ EZ5021* NAD 83(1986)- 35 58 33.71739(N) 078 30 04.30058(W) ADJUSTED EZ5021* NAVD 88 - 118.03 (+/-2cm) 387.2 (feet) VERTCON EZ5021 ___________________________________________________________________ EZ5021 LAPLACE CORR- -7.19 (seconds) DEFLEC99 EZ5021 GEOID HEIGHT- -32.96 (meters) GEOID03 EZ5021 EZ5021 HORZ ORDER - SECOND EZ5021 VERT ORDER - THIRD ? (See Below) EZ5021 EZ5021.The North Carolina HARNS have been completed but, EZ5021.due to contractual restrictions, coordinates for these stations EZ5021.will NOT be published in the near future. In the interim, the EZ5021.published coordinates in North Carolina will not be EZ5021.consistent with the Continuously Operating Reference Stations EZ5021.(CORS). The HARN coordinates for these stations are available EZ5021.upon request. Contact Gary Thompson(919-733-3836). EZ5021. EZ5021.In addition, the published North Carolina positions EZ5021.(NAD 83 (1986)) are NOT consistent with those determined in EZ5021.adjacent state readjustments. The discontinuity between stations EZ5021.located in North Carolina and those in adjacent states EZ5021.which have been adjusted to the HARN may be as much as 5 EZ5021.decimeters. This will result in a significant loss of accuracy EZ5021.over lines crossing such state borders. EZ5021 EZ5021 EZ5021.The horizontal coordinates were established by classical geodetic methods EZ5021.and adjusted by the National Geodetic Survey in July 1986. EZ5021 EZ5021.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5021.The vertical order pertains to the NGVD 29 superseded value. EZ5021 EZ5021.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5021 EZ5021.The geoid height was determined by GEOID03. EZ5021 EZ5021; North East Units Scale Factor Converg. EZ5021;SPC NC - 247,054.461 654,586.626 MT 0.99995237 +0 17 16.4 EZ5021;SPC NC - 810,544.51 2,147,589.62 sFT 0.99995237 +0 17 16.4 EZ5021;UTM 17 - 3,984,177.302 725,301.834 MT 1.00022551 +1 28 06.7 EZ5021 EZ5021! - Elev Factor x Scale Factor = Combined Factor EZ5021!SPC NC - 0.99998665 x 0.99995237 = 0.99993902 EZ5021!UTM 17 - 0.99998665 x 1.00022551 = 1.00021215 EZ5021 EZ5021: Primary Azimuth Mark Grid Az EZ5021:SPC NC - CITY LIMIT 124 49 04.3 EZ5021:UTM 17 - CITY LIMIT 123 38 14.0 EZ5021 EZ5021|---------------------------------------------------------------------| EZ5021| PID Reference Object Distance Geod. Az | EZ5021| dddmmss.s | EZ5021| EZ4489 CITY LIMIT APPROX. 1.0 KM 1250620.7 | EZ5021| EZ4998 WAKE FOREST CENTER MUN TANK APPROX. 0.9 KM 2695141.4 | EZ5021|---------------------------------------------------------------------| EZ5021 EZ5021 SUPERSEDED SURVEY CONTROL EZ5021 EZ5021 NAD 27 - 35 58 33.17009(N) 078 30 05.30089(W) AD( ) 2 EZ5021 NGVD 29 (07/19/86) 118.31 (m) 388.2 (f) LEVELING 3 EZ5021 EZ5021.Superseded values are not recommended for survey control. EZ5021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5021.See file dsdata.txt to determine how the superseded data were derived. EZ5021 EZ5021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2530284177(NAD 83) EZ5021_MARKER: DE = TRAVERSE STATION DISK EZ5021_SETTING: 66 = SET IN ROCK OUTCROP EZ5021_SP_SET: IN DRILL HOLE IN ROCK OUTCROP EZ5021_MAGNETIC: N = NO MAGNETIC MATERIAL EZ5021_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD EZ5021+STABILITY: POSITION/ELEVATION WELL EZ5021 EZ5021 HISTORY - Date Condition Report By EZ5021 HISTORY - 1978 MONUMENTED NCGS EZ5021 EZ5021 STATION DESCRIPTION EZ5021 EZ5021'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ5021'THE STATION IS LOCATED IN THE SOUTHEAST SECTION OF WAKE FOREST. EZ5021' EZ5021'TO REACH THE STATION FROM THE EASTERNMOST INTERSECTION OF US 1A WITH EZ5021'NC 98 IN WAKE FOREST, PROCEED EASTERLY ALONG NC 98 FOR 0.6 MILE TO EZ5021'INTERSECTION WITH ALLEN ROAD (SR 1957) AND STATION ON THE LEFT, IN EZ5021'NORTHEAST QUADRANT 4 FEET ABOVE HIGHWAY, IN SOUTHWEST CORNER OF YARD EZ5021'OF H. D. ROSS WHITE ALUMINUM SIDING HOUSE. EZ5021' EZ5021'STATION MARK IS A STANDARD DISK STAMPED---WAITALL 1978--- SET FLUSH IN EZ5021'DRILL HOLE IN TOP OF BEDROCK IN CENTER OF 5 INCH DIAMETER WHITE EZ5021'PLASTIC PIPE. THE MARK IS 28.4 FEET NORTH-NORTHEAST OF CENTERLINE OF EZ5021'NC 98, 31.9 FEET EAST-SOUTHEAST OF CENTERLINE OF ALLEN ROAD, 60.7 FEET EZ5021'SOUTHWEST OF SOUTHWEST CORNER OF ROSS RESIDENCE, 9.7 FEET NORTHEAST OF EZ5021'POWER POLE WITH SIGNAL BOX AND REFERENCE TAG AND 66.4 FEET NORTHWEST EZ5021'OF 6 INCH DOGWOOD WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6450 *********************************************************************** EZ6450 DESIGNATION - WAK 104 EZ6450 PID - EZ6450 EZ6450 STATE/COUNTY- NC/WAKE EZ6450 USGS QUAD - RALEIGH WEST (1988) EZ6450 EZ6450 *CURRENT SURVEY CONTROL EZ6450 ___________________________________________________________________ EZ6450* NAD 83(1986)- 35 45 55.50791(N) 078 41 39.05221(W) ADJUSTED EZ6450* NAVD 88 - 88.835 (meters) 291.45 (feet) ADJUSTED EZ6450 ___________________________________________________________________ EZ6450 LAPLACE CORR- -6.78 (seconds) DEFLEC99 EZ6450 GEOID HEIGHT- -32.71 (meters) GEOID03 EZ6450 DYNAMIC HT - 88.758 (meters) 291.20 (feet) COMP EZ6450 MODELED GRAV- 979,763.9 (mgal) NAVD 88 EZ6450 EZ6450 HORZ ORDER - SECOND EZ6450 VERT ORDER - SECOND CLASS I EZ6450 EZ6450.The North Carolina HARNS have been completed but, EZ6450.due to contractual restrictions, coordinates for these stations EZ6450.will NOT be published in the near future. In the interim, the EZ6450.published coordinates in North Carolina will not be EZ6450.consistent with the Continuously Operating Reference Stations EZ6450.(CORS). The HARN coordinates for these stations are available EZ6450.upon request. Contact Gary Thompson(919-733-3836). EZ6450. EZ6450.In addition, the published North Carolina positions EZ6450.(NAD 83 (1986)) are NOT consistent with those determined in EZ6450.adjacent state readjustments. The discontinuity between stations EZ6450.located in North Carolina and those in adjacent states EZ6450.which have been adjusted to the HARN may be as much as 5 EZ6450.decimeters. This will result in a significant loss of accuracy EZ6450.over lines crossing such state borders. EZ6450 EZ6450 EZ6450.The horizontal coordinates were established by classical geodetic methods EZ6450.and adjusted by the National Geodetic Survey in March 1992. EZ6450 EZ6450.The orthometric height was determined by differential leveling EZ6450.and adjusted by the National Geodetic Survey in December 1991. EZ6450 EZ6450.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6450 EZ6450.The geoid height was determined by GEOID03. EZ6450 EZ6450.The dynamic height is computed by dividing the NAVD 88 EZ6450.geopotential number by the normal gravity value computed on the EZ6450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6450.degrees latitude (g = 980.6199 gals.). EZ6450 EZ6450.The modeled gravity was interpolated from observed gravity values. EZ6450 EZ6450; North East Units Scale Factor Converg. EZ6450;SPC NC - 223,616.652 637,253.944 MT 0.99991268 +0 10 35.4 EZ6450;SPC NC - 733,648.97 2,090,723.98 sFT 0.99991268 +0 10 35.4 EZ6450;UTM 17 - 3,960,382.774 708,449.665 MT 1.00013546 +1 20 53.4 EZ6450 EZ6450! - Elev Factor x Scale Factor = Combined Factor EZ6450!SPC NC - 0.99999119 x 0.99991268 = 0.99990387 EZ6450!UTM 17 - 0.99999119 x 1.00013546 = 1.00012665 EZ6450 EZ6450 SUPERSEDED SURVEY CONTROL EZ6450 EZ6450 NAVD 88 (03/04/92) 88.83 (m) 291.4 (f) LEVELING 3 EZ6450 EZ6450.Superseded values are not recommended for survey control. EZ6450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6450.See file dsdata.txt to determine how the superseded data were derived. EZ6450 EZ6450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0845060383(NAD 83) EZ6450_MARKER: DB = BENCH MARK DISK EZ6450_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE EZ6450_SP_SET: HEADWALL EZ6450_STAMPING: WAK 104 1988 EZ6450_MARK LOGO: NCGS EZ6450_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6450+STABILITY: SURFACE MOTION EZ6450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6450+SATELLITE: SATELLITE OBSERVATIONS - 1988 EZ6450 EZ6450 HISTORY - Date Condition Report By EZ6450 HISTORY - 1988 MONUMENTED NCGS EZ6450 HISTORY - 20050616 GOOD GEOCAC EZ6450 EZ6450 STATION DESCRIPTION EZ6450 EZ6450'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ6450'STATION IS LOCATED IN SOUTHWEST RALEIGH. EZ6450'ALONG GORMAN STREET FOR 0.65 KM (0.40 MI) NORTHEAST FROM THE I-40 EZ6450'OVERPASS, OR 0.3 KM (0.2 MI) SOUTHWEST OF AVENT FERRY ROAD, AT A EZ6450'SMALL BRANCH. EZ6450'STATION IS A STANDARD NCGS BENCH MARK DISK STAMPED---WAK 104 1988---, EZ6450'AND IS SET IN A DRILL HOLE IN THE EAST CONCRETE HEADWALL. LOCATED EZ6450'14.5 M (47.6 FT) EAST OF THE CENTERLINE OF GORMAN STREET, 0.3 M EZ6450'(1.0 FT) NORTH OF SOUTH END OF HEADWALL, AND 0.9 M (3.0 FT) EAST OF EZ6450'NORTH END OF GUARDRAIL. EZ6450 EZ6450 STATION RECOVERY (2005) EZ6450 EZ6450'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ6450'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 DH6054 *********************************************************************** DH6054 DESIGNATION - WAK 113 DH6054 PID - DH6054 DH6054 STATE/COUNTY- NC/WAKE DH6054 USGS QUAD - CARY (1993) DH6054 DH6054 *CURRENT SURVEY CONTROL DH6054 ___________________________________________________________________ DH6054* NAD 83(1986)- 35 52 24.30047(N) 078 47 32.69539(W) ADJUSTED DH6054* NAVD 88 - 128.34 (meters) 421.1 (feet) LEVELING DH6054 ___________________________________________________________________ DH6054 LAPLACE CORR- -5.94 (seconds) DEFLEC99 DH6054 GEOID HEIGHT- -32.04 (meters) GEOID03 DH6054 DH6054 HORZ ORDER - FIRST DH6054 VERT ORDER - THIRD ? DH6054 DH6054.The North Carolina HARNS have been completed but, DH6054.due to contractual restrictions, coordinates for these stations DH6054.will NOT be published in the near future. In the interim, the DH6054.published coordinates in North Carolina will not be DH6054.consistent with the Continuously Operating Reference Stations DH6054.(CORS). The HARN coordinates for these stations are available DH6054.upon request. Contact Gary Thompson(919-733-3836). DH6054. DH6054.In addition, the published North Carolina positions DH6054.(NAD 83 (1986)) are NOT consistent with those determined in DH6054.adjacent state readjustments. The discontinuity between stations DH6054.located in North Carolina and those in adjacent states DH6054.which have been adjusted to the HARN may be as much as 5 DH6054.decimeters. This will result in a significant loss of accuracy DH6054.over lines crossing such state borders. DH6054 DH6054 DH6054.The horizontal coordinates were established by GPS observations DH6054.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in August 2005. DH6054 DH6054.The orthometric height was determined by differential leveling. DH6054.The vertical network tie was performed by a horz. field party for horz. DH6054.obs reductions. Reset procedures were used to establish the elevation. DH6054 DH6054.The Laplace correction was computed from DEFLEC99 derived deflections. DH6054 DH6054.The geoid height was determined by GEOID03. DH6054 DH6054; North East Units Scale Factor Converg. DH6054;SPC NC - 235,575.700 628,346.379 MT 0.99993134 +0 07 11.3 DH6054;SPC NC - 772,884.61 2,061,499.75 sFT 0.99993134 +0 07 11.3 DH6054;UTM 17 - 3,972,159.214 699,297.410 MT 1.00008945 +1 17 38.6 DH6054 DH6054! - Elev Factor x Scale Factor = Combined Factor DH6054!SPC NC - 0.99998489 x 0.99993134 = 0.99991623 DH6054!UTM 17 - 0.99998489 x 1.00008945 = 1.00007433 DH6054 DH6054 SUPERSEDED SURVEY CONTROL DH6054 DH6054.No superseded survey control is available for this station. DH6054 DH6054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9929772159(NAD 83) DH6054_MARKER: DB = BENCH MARK DISK DH6054_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE DH6054_SP_SET: CONCRETE RETAINING WALL 24-INCH DH6054_STAMPING: WAK 113 2005 DH6054_MARK LOGO: NCGS DH6054_MAGNETIC: O = OTHER; SEE DESCRIPTION DH6054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6054+STABILITY: SURFACE MOTION DH6054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6054+SATELLITE: SATELLITE OBSERVATIONS - 2005 DH6054 DH6054 HISTORY - Date Condition Report By DH6054 HISTORY - 2005 MONUMENTED NCGS DH6054 DH6054 STATION DESCRIPTION DH6054 DH6054'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2005 (WLL) DH6054'STATION IS LOCATED ABOUT 10.7 MI (17.2 KM) NORTHWEST OF RALEIGH, 3.9 DH6054'MI (6.3 KM) NORTH-NORTHEAST OF MORRISVILLE, AND AT THE RALEIGH-DURHAM DH6054'AIRPORT (RDU). PROCEED EAST-NORTHEAST ALONG SR 3015 (AIRPORT BLVD - DH6054'BECOMES TERMINAL BLVD) FOR 1.6 MI (2.6 KM) FROM I-40 OVERPASS (EXIT DH6054'284) TO THE STATION, IN THE TOP OF THE NORTHEAST (CURVED) END OF A DH6054'NORTHEAST-SOUTHWEST CONCRETE RETAINING WALL BETWEEN TERMINAL A AND THE DH6054'MULTI-LEVEL PARKING DECK. MARK IS ABOUT 3-FT LOWER THAN TERMINAL BLVD DH6054'(NORTHEAST) AND FLUSH WITH THE TOP OF THE WALL. LOCATED 116.5 FT (35.5 DH6054'M) NORTHWEST OF TERMINAL BLVD. (NORTHEAST), 1.0 FT (0.3 M) DH6054'SOUTH-SOUTHEAST OF THE END OF THE RETAINING WALL, 20.9 FT (6.4 M) DH6054'SOUTH-SOUTHEAST OF AN UNDERGROUND ELECTRICAL VAULT, 52.1 FT (15.9 M) DH6054'NORTHWEST OF A MANHOLE, AND 130.9 FT (39.9 M) SOUTH OF THE CENTER BASE DH6054'OF THE AIRPORT ICON. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 DH6055 *********************************************************************** DH6055 DESIGNATION - WAK 114 DH6055 PID - DH6055 DH6055 STATE/COUNTY- NC/WAKE DH6055 USGS QUAD - SOUTHEAST DURHAM (1993) DH6055 DH6055 *CURRENT SURVEY CONTROL DH6055 ___________________________________________________________________ DH6055* NAD 83(1986)- 35 53 07.64230(N) 078 48 40.63997(W) ADJUSTED DH6055* NAVD 88 - 105.08 (meters) 344.8 (feet) LEVELING DH6055 ___________________________________________________________________ DH6055 LAPLACE CORR- -6.16 (seconds) DEFLEC99 DH6055 GEOID HEIGHT- -31.94 (meters) GEOID03 DH6055 DH6055 HORZ ORDER - FIRST DH6055 VERT ORDER - THIRD ? DH6055 DH6055.The North Carolina HARNS have been completed but, DH6055.due to contractual restrictions, coordinates for these stations DH6055.will NOT be published in the near future. In the interim, the DH6055.published coordinates in North Carolina will not be DH6055.consistent with the Continuously Operating Reference Stations DH6055.(CORS). The HARN coordinates for these stations are available DH6055.upon request. Contact Gary Thompson(919-733-3836). DH6055. DH6055.In addition, the published North Carolina positions DH6055.(NAD 83 (1986)) are NOT consistent with those determined in DH6055.adjacent state readjustments. The discontinuity between stations DH6055.located in North Carolina and those in adjacent states DH6055.which have been adjusted to the HARN may be as much as 5 DH6055.decimeters. This will result in a significant loss of accuracy DH6055.over lines crossing such state borders. DH6055 DH6055 DH6055.The horizontal coordinates were established by GPS observations DH6055.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in August 2005. DH6055 DH6055.The orthometric height was determined by differential leveling. DH6055.The vertical network tie was performed by a horz. field party for horz. DH6055.obs reductions. Reset procedures were used to establish the elevation. DH6055 DH6055.The Laplace correction was computed from DEFLEC99 derived deflections. DH6055 DH6055.The geoid height was determined by GEOID03. DH6055 DH6055; North East Units Scale Factor Converg. DH6055;SPC NC - 236,908.058 626,639.541 MT 0.99993364 +0 06 32.1 DH6055;SPC NC - 777,255.85 2,055,899.89 sFT 0.99993364 +0 06 32.1 DH6055;UTM 17 - 3,973,456.509 697,563.359 MT 1.00008097 +1 17 00.1 DH6055 DH6055! - Elev Factor x Scale Factor = Combined Factor DH6055!SPC NC - 0.99998852 x 0.99993364 = 0.99992216 DH6055!UTM 17 - 0.99998852 x 1.00008097 = 1.00006949 DH6055 DH6055: Primary Azimuth Mark Grid Az DH6055:SPC NC - WAK 115 014 01 13.9 DH6055:UTM 17 - WAK 115 012 50 45.9 DH6055 DH6055|---------------------------------------------------------------------| DH6055| PID Reference Object Distance Geod. Az | DH6055| dddmmss.s | DH6055| DH6058 WAK 115 APPROX. 0.9 KM 0140746.0 | DH6055|---------------------------------------------------------------------| DH6055 DH6055 SUPERSEDED SURVEY CONTROL DH6055 DH6055.No superseded survey control is available for this station. DH6055 DH6055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9756373457(NAD 83) DH6055_MARKER: DB = BENCH MARK DISK DH6055_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES DH6055_SP_SET: CONCRETE BASE FOR HWY SIGN DH6055_STAMPING: WAK 114 2005 DH6055_MARK LOGO: NCGS DH6055_MAGNETIC: O = OTHER; SEE DESCRIPTION DH6055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6055+STABILITY: SURFACE MOTION DH6055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6055+SATELLITE: SATELLITE OBSERVATIONS - 2005 DH6055 DH6055 HISTORY - Date Condition Report By DH6055 HISTORY - 2005 MONUMENTED NCGS DH6055 DH6055 STATION DESCRIPTION DH6055 DH6055'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2005 (WLL) DH6055'STATION IS LOCATED ABOUT 12.1 MI (19.5 KM) NORTHWEST OF RALEIGH, 4.4 DH6055'MI (7.1 KM) NORTH OF MORRISVILLE, NORTHWEST OF RALEIGH-DURHAM AIRPORT DH6055'(RDU), IN THE MEDIAN OF AVIATION PARKWAY, AT THE SOUTHERNMOST ON-RAMP DH6055'TO I-540. STATION IS IN THE TOP OF THE SOUTHERN CORNER OF A 3.5-FT DH6055'SQUARE CONCRETE BASE FOR OVER-HIGHWAY SIGN. ALSO, ABOUT 0.2 MI (0.3 DH6055'KM) NORTH OF NELSON ROAD OVERHEAD BRIDGE. MARK IS ABOUT 1-FT LOWER DH6055'THAN AVIATION PARKWAY NORTHBOUND LANES AND FLUSH WITH THE TOP OF BASE. DH6055'LOCATED 32.0 FT (9.8 M) WEST-SOUTHWEST OF THE CENTERLINE OF AVIATION DH6055'PARKWAY NORTHBOUND LANE, 46.0 FT (14.0 M) EAST-NORTHEAST OF THE DH6055'CENTERLINE OF AVIATION PARKWAY SOUTHBOUND LANE, 2.0 FT (0.6 M) DH6055'SOUTH-SOUTHWEST OF A SIGN POLE, AND 143.6 FT (43.8 M) NORTH-NORTHWEST DH6055'OF A STORM DRAIN. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 DH6058 *********************************************************************** DH6058 DESIGNATION - WAK 115 DH6058 PID - DH6058 DH6058 STATE/COUNTY- NC/WAKE DH6058 USGS QUAD - SOUTHEAST DURHAM (1993) DH6058 DH6058 *CURRENT SURVEY CONTROL DH6058 ___________________________________________________________________ DH6058* NAD 83(1986)- 35 53 36.37199(N) 078 48 31.75194(W) ADJUSTED DH6058* NAVD 88 - 98.99 (meters) 324.8 (feet) LEVELING DH6058 ___________________________________________________________________ DH6058 LAPLACE CORR- -6.17 (seconds) DEFLEC99 DH6058 GEOID HEIGHT- -31.93 (meters) GEOID03 DH6058 DH6058 HORZ ORDER - FIRST DH6058 VERT ORDER - THIRD ? DH6058 DH6058.The North Carolina HARNS have been completed but, DH6058.due to contractual restrictions, coordinates for these stations DH6058.will NOT be published in the near future. In the interim, the DH6058.published coordinates in North Carolina will not be DH6058.consistent with the Continuously Operating Reference Stations DH6058.(CORS). The HARN coordinates for these stations are available DH6058.upon request. Contact Gary Thompson(919-733-3836). DH6058. DH6058.In addition, the published North Carolina positions DH6058.(NAD 83 (1986)) are NOT consistent with those determined in DH6058.adjacent state readjustments. The discontinuity between stations DH6058.located in North Carolina and those in adjacent states DH6058.which have been adjusted to the HARN may be as much as 5 DH6058.decimeters. This will result in a significant loss of accuracy DH6058.over lines crossing such state borders. DH6058 DH6058 DH6058.The horizontal coordinates were established by GPS observations DH6058.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in August 2005. DH6058 DH6058.The orthometric height was determined by differential leveling. DH6058.The vertical network tie was performed by a horz. field party for horz. DH6058.obs reductions. Reset procedures were used to establish the elevation. DH6058 DH6058.The Laplace correction was computed from DEFLEC99 derived deflections. DH6058 DH6058.The geoid height was determined by GEOID03. DH6058 DH6058; North East Units Scale Factor Converg. DH6058;SPC NC - 237,793.914 626,860.747 MT 0.99993519 +0 06 37.2 DH6058;SPC NC - 780,162.20 2,056,625.63 sFT 0.99993519 +0 06 37.2 DH6058;UTM 17 - 3,974,346.844 697,766.389 MT 1.00008196 +1 17 06.2 DH6058 DH6058! - Elev Factor x Scale Factor = Combined Factor DH6058!SPC NC - 0.99998948 x 0.99993519 = 0.99992467 DH6058!UTM 17 - 0.99998948 x 1.00008196 = 1.00007143 DH6058 DH6058: Primary Azimuth Mark Grid Az DH6058:SPC NC - WAK 114 194 01 14.0 DH6058:UTM 17 - WAK 114 192 50 45.0 DH6058 DH6058|---------------------------------------------------------------------| DH6058| PID Reference Object Distance Geod. Az | DH6058| dddmmss.s | DH6058| DH6055 WAK 114 APPROX. 0.9 KM 1940751.2 | DH6058|---------------------------------------------------------------------| DH6058 DH6058 SUPERSEDED SURVEY CONTROL DH6058 DH6058.No superseded survey control is available for this station. DH6058 DH6058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9776674347(NAD 83) DH6058_MARKER: DB = BENCH MARK DISK DH6058_SETTING: 37 = SET IN A MASSIVE RETAINING WALL DH6058_SP_SET: CULVERT HEADWALL DH6058_STAMPING: WAK 115 2005 DH6058_MARK LOGO: NCGS DH6058_MAGNETIC: O = OTHER; SEE DESCRIPTION DH6058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6058+SATELLITE: SATELLITE OBSERVATIONS - 2005 DH6058 DH6058 HISTORY - Date Condition Report By DH6058 HISTORY - 2005 MONUMENTED NCGS DH6058 DH6058 STATION DESCRIPTION DH6058 DH6058'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2005 (WLL) DH6058'STATION IS LOCATED ABOUT 12.1 MI (19.5 KM) NORTHWEST OF RALEIGH, 4.4 DH6058'MI (7.1 KM) NORTH OF MORRISVILLE, NORTHWEST OF RALEIGH-DURHAM AIRPORT DH6058'(RDU), AT THE EASTERN END OF THE ON-RAMP FROM AVIATION PARKWAY DH6058'NORTHBOUND TO I-540. STATION IS IN THE EASTERN END OF 20-FT LONG DH6058'SOUTHERN HEADWALLL OF THE CONCRETE DOUBLE BOX CULVERT. ALSO, 0.45 MI DH6058'(0.72 KM) WEST OF GLOBE ROAD OVERHEAD BRIDGE. MARK IS ABOUT 10-FT DH6058'LOWER THAN ON RAMP AND FLUSH WITH THE TOP OF THE HEADWALL. LOCATED DH6058'21.6 FT (6.6 M) SOUTH-SOUTHEAST OF THE BACK EDGE OF CONCRETE DH6058'GUTTER/METAL GUARD RAIL OF ON-RAMP, AND 9.4 FT (2.9 M) SOUTHWEST OF A DH6058'CORNER POST OF RIGHT-OF-WAY FENCE WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 DH6057 *********************************************************************** DH6057 DESIGNATION - WAK 117 DH6057 PID - DH6057 DH6057 STATE/COUNTY- NC/WAKE DH6057 USGS QUAD - SOUTHEAST DURHAM (1993) DH6057 DH6057 *CURRENT SURVEY CONTROL DH6057 ___________________________________________________________________ DH6057* NAD 83(1986)- 35 53 54.45511(N) 078 47 01.75604(W) ADJUSTED DH6057* NAVD 88 - 116.03 (meters) 380.7 (feet) LEVELING DH6057 ___________________________________________________________________ DH6057 LAPLACE CORR- -6.02 (seconds) DEFLEC99 DH6057 GEOID HEIGHT- -32.01 (meters) GEOID03 DH6057 DH6057 HORZ ORDER - FIRST DH6057 VERT ORDER - THIRD ? DH6057 DH6057.The North Carolina HARNS have been completed but, DH6057.due to contractual restrictions, coordinates for these stations DH6057.will NOT be published in the near future. In the interim, the DH6057.published coordinates in North Carolina will not be DH6057.consistent with the Continuously Operating Reference Stations DH6057.(CORS). The HARN coordinates for these stations are available DH6057.upon request. Contact Gary Thompson(919-733-3836). DH6057. DH6057.In addition, the published North Carolina positions DH6057.(NAD 83 (1986)) are NOT consistent with those determined in DH6057.adjacent state readjustments. The discontinuity between stations DH6057.located in North Carolina and those in adjacent states DH6057.which have been adjusted to the HARN may be as much as 5 DH6057.decimeters. This will result in a significant loss of accuracy DH6057.over lines crossing such state borders. DH6057 DH6057 DH6057.The horizontal coordinates were established by GPS observations DH6057.and adjusted by the NORTH CAROLINA GEODETIC SURVEY in August 2005. DH6057 DH6057.The orthometric height was determined by differential leveling. DH6057.The vertical network tie was performed by a horz. field party for horz. DH6057.obs reductions. Reset procedures were used to establish the elevation. DH6057 DH6057.The Laplace correction was computed from DEFLEC99 derived deflections. DH6057 DH6057.The geoid height was determined by GEOID03. DH6057 DH6057; North East Units Scale Factor Converg. DH6057;SPC NC - 238,355.854 629,116.400 MT 0.99993617 +0 07 29.2 DH6057;SPC NC - 782,005.83 2,064,026.06 sFT 0.99993617 +0 07 29.2 DH6057;UTM 17 - 3,974,955.010 700,010.387 MT 1.00009296 +1 17 59.6 DH6057 DH6057! - Elev Factor x Scale Factor = Combined Factor DH6057!SPC NC - 0.99998681 x 0.99993617 = 0.99992298 DH6057!UTM 17 - 0.99998681 x 1.00009296 = 1.00007977 DH6057 DH6057 SUPERSEDED SURVEY CONTROL DH6057 DH6057.No superseded survey control is available for this station. DH6057 DH6057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0001074955(NAD 83) DH6057_MARKER: DB = BENCH MARK DISK DH6057_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN DH6057+WITH SETTING: PAVEMENT DH6057_SP_SET: CONCRETE MEDIAN APPROACH DH6057_STAMPING: WAK 117 2005 DH6057_MARK LOGO: NCGS DH6057_MAGNETIC: O = OTHER; SEE DESCRIPTION DH6057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6057+STABILITY: SURFACE MOTION DH6057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6057+SATELLITE: SATELLITE OBSERVATIONS - 2005 DH6057 DH6057 HISTORY - Date Condition Report By DH6057 HISTORY - 2005 MONUMENTED NCGS DH6057 DH6057 STATION DESCRIPTION DH6057 DH6057'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 2005 (WLL) DH6057'STATION IS LOCATED ABOUT 11.5 MI (18.5 KM) NORTHWEST OF RALEIGH, AND DH6057'7.7 MI (12.4 KM) NORTH OF CARY, IN THE CENTER OF A 15-FT WIDE CONCRETE DH6057'MEDIAN (BRIDGE APPROACH), AT THE SOUTHEAST END OF THE LUMLEY ROAD DH6057'BRIDGE OVER I-540 (EXIT 3). MARK IS ABOUT 0.5-FT HIGHER THAN LUMLEY DH6057'ROAD AND FLUSH WITH THE TRAFFIC ISLAND. LOCATED 20.2 FT (6.2 M) DH6057'SOUTHWEST OF THE CENTERLINE OF LUMLEY ROAD (NORTHWEST), 20.8 FT (6.3 DH6057'M) NORTHEAST OF THE CENTERLINE OF OF LUMLEY ROAD (SOUTHEAST) , 8.3 FT DH6057'(2.5 M) SOUTH OF THE SOUTHEAST END OF BRIDGE, AND ABOUT 255 FT (77.7 DH6057'M) NORTHWEST OF THE SOUTHEAST END OF THE CONCRETE TRAFFIC ISLAND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3287 *********************************************************************** EZ3287 DESIGNATION - WAK 87 EZ3287 PID - EZ3287 EZ3287 STATE/COUNTY- NC/WAKE EZ3287 USGS QUAD - RALEIGH WEST (1988) EZ3287 EZ3287 *CURRENT SURVEY CONTROL EZ3287 ___________________________________________________________________ EZ3287* NAD 83(1986)- 35 45 18.30515(N) 078 40 48.72596(W) ADJUSTED EZ3287* NAVD 88 - 102.174 (meters) 335.22 (feet) ADJUSTED EZ3287 ___________________________________________________________________ EZ3287 LAPLACE CORR- -7.02 (seconds) DEFLEC99 EZ3287 GEOID HEIGHT- -32.79 (meters) GEOID03 EZ3287 DYNAMIC HT - 102.085 (meters) 334.92 (feet) COMP EZ3287 MODELED GRAV- 979,763.1 (mgal) NAVD 88 EZ3287 EZ3287 HORZ ORDER - SECOND EZ3287 VERT ORDER - FIRST CLASS II EZ3287 EZ3287.The North Carolina HARNS have been completed but, EZ3287.due to contractual restrictions, coordinates for these stations EZ3287.will NOT be published in the near future. In the interim, the EZ3287.published coordinates in North Carolina will not be EZ3287.consistent with the Continuously Operating Reference Stations EZ3287.(CORS). The HARN coordinates for these stations are available EZ3287.upon request. Contact Gary Thompson(919-733-3836). EZ3287. EZ3287.In addition, the published North Carolina positions EZ3287.(NAD 83 (1986)) are NOT consistent with those determined in EZ3287.adjacent state readjustments. The discontinuity between stations EZ3287.located in North Carolina and those in adjacent states EZ3287.which have been adjusted to the HARN may be as much as 5 EZ3287.decimeters. This will result in a significant loss of accuracy EZ3287.over lines crossing such state borders. EZ3287 EZ3287 EZ3287.The horizontal coordinates were established by classical geodetic methods EZ3287.and adjusted by the National Geodetic Survey in March 1992. EZ3287 EZ3287.The orthometric height was determined by differential leveling EZ3287.and adjusted by the National Geodetic Survey in June 1991. EZ3287 EZ3287.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3287 EZ3287.The geoid height was determined by GEOID03. EZ3287 EZ3287.The dynamic height is computed by dividing the NAVD 88 EZ3287.geopotential number by the normal gravity value computed on the EZ3287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ3287.degrees latitude (g = 980.6199 gals.). EZ3287 EZ3287.The modeled gravity was interpolated from observed gravity values. EZ3287 EZ3287; North East Units Scale Factor Converg. EZ3287;SPC NC - 222,474.127 638,521.688 MT 0.99991108 +0 11 04.5 EZ3287;SPC NC - 729,900.53 2,094,883.24 sFT 0.99991108 +0 11 04.5 EZ3287;UTM 17 - 3,959,266.154 709,740.797 MT 1.00014211 +1 21 21.6 EZ3287 EZ3287! - Elev Factor x Scale Factor = Combined Factor EZ3287!SPC NC - 0.99998911 x 0.99991108 = 0.99990019 EZ3287!UTM 17 - 0.99998911 x 1.00014211 = 1.00013122 EZ3287 EZ3287 SUPERSEDED SURVEY CONTROL EZ3287 EZ3287 NAVD 88 (03/04/92) 102.17 (m) 335.2 (f) LEVELING 3 EZ3287 EZ3287.Superseded values are not recommended for survey control. EZ3287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3287.See file dsdata.txt to determine how the superseded data were derived. EZ3287 EZ3287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0974159266(NAD 83) EZ3287_MARKER: DB = BENCH MARK DISK EZ3287_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. EZ3287_SP_SET: CONCRETE CURBING EZ3287_STAMPING: WAK 87 1984 EZ3287_MARK LOGO: NCGS EZ3287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ3287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ3287+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005 EZ3287 EZ3287 HISTORY - Date Condition Report By EZ3287 HISTORY - 1985 MONUMENTED NCGS EZ3287 HISTORY - 19881104 GOOD NCGS EZ3287 HISTORY - 19910416 GOOD USPSQD EZ3287 HISTORY - 20030408 GOOD USPSQD EZ3287 HISTORY - 20040520 GOOD USPSQD EZ3287 HISTORY - 20050724 GOOD USPSQD EZ3287 EZ3287 STATION DESCRIPTION EZ3287 EZ3287'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 EZ3287'4.7 KM (2.9 MI) SW FROM RALEIGH. EZ3287'STATION IS LOCATED ABOUT 4.7 KM (2.9 MI) SOUTHWEST OF RALEIGH. 1.4 EZ3287'KM (0.9 MI) WEST ALONG I 40 FROM THE UNDERPASS OF LAKE WHEELER ROAD, EZ3287'OR 2.O KM (1.25 MI) EAST ALONG I 40 FROM THE OVERPASS OF GORMAN EZ3287'STREET, SET IN EAST CURB OF NORTH DRAIN. THE STATION IS A STANDARD EZ3287'NCGS DISK STAMPED---WAK 87 1985---, SET INTO A DRILLED HOLE. LOCATED EZ3287'12.1 METERS (39.6 FT) NORTH OF CENTERLINE OF WESTBOUND LANES, 0.7 EZ3287'METER (2.4 FT) NORTH OF GUARDRAIL, AND 31.5 METERS (103.4 FT) WEST OF EZ3287'EAST END OF GUARDRAIL. MARK IS LEVEL WITH HIGHWAY. EZ3287 EZ3287 STATION RECOVERY (1988) EZ3287 EZ3287'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ3287'STATION IS LOCATED IN SOUTHWEST RALEIGH. EZ3287'ALONG I-40 FOR 1.45 KM (0.90 MI) WEST FROM LAKE WHEELER OVERPASS OR EZ3287'2.0 KM (1.2 MI) EAST OF GORMAN STREET, AT A LARGE CULVERT, BEHIND EZ3287'GUARDRAIL. EZ3287'STATION IS A STANDARD NCGS DISK STAMPED---WAK 87 1984---, SET IN A EZ3287'DRILL HOLE IN CONCRETE CURBING. LOCATED 12.1 M (39.7 FT) NORTH OF EZ3287'THE CENTERLINE OF WESTBOUND LANE OF I-40, 0.7 M (2.3 FT) NORTH OF EZ3287'THE GUARDRAIL, AND 31.5 M (103.3 FT) WEST OF THE EAST END OF EZ3287'GUARDRAIL. EZ3287 EZ3287 STATION RECOVERY (1991) EZ3287 EZ3287'RECOVERY NOTE BY US POWER SQUADRON 1991 (GS) EZ3287'RECOVERED IN GOOD CONDITION. EZ3287 EZ3287 STATION RECOVERY (2003) EZ3287 EZ3287'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ3287'RECOVERED IN GOOD CONDITION. EZ3287 EZ3287 STATION RECOVERY (2004) EZ3287 EZ3287'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ3287'RECOVERED IN GOOD CONDITION. EZ3287 EZ3287 STATION RECOVERY (2005) EZ3287 EZ3287'RECOVERY NOTE BY US POWER SQUADRON 2005 (FM) EZ3287'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3288 *********************************************************************** EZ3288 DESIGNATION - WAK 88 EZ3288 PID - EZ3288 EZ3288 STATE/COUNTY- NC/WAKE EZ3288 USGS QUAD - RALEIGH WEST (1988) EZ3288 EZ3288 *CURRENT SURVEY CONTROL EZ3288 ___________________________________________________________________ EZ3288* NAD 83(1986)- 35 45 05.02383(N) 078 42 03.26921(W) ADJUSTED EZ3288* NAVD 88 - 132.318 (meters) 434.11 (feet) ADJUSTED EZ3288 ___________________________________________________________________ EZ3288 LAPLACE CORR- -6.68 (seconds) DEFLEC99 EZ3288 GEOID HEIGHT- -32.71 (meters) GEOID03 EZ3288 DYNAMIC HT - 132.203 (meters) 433.74 (feet) COMP EZ3288 MODELED GRAV- 979,761.8 (mgal) NAVD 88 EZ3288 EZ3288 HORZ ORDER - SECOND EZ3288 VERT ORDER - FIRST CLASS II EZ3288 EZ3288.The North Carolina HARNS have been completed but, EZ3288.due to contractual restrictions, coordinates for these stations EZ3288.will NOT be published in the near future. In the interim, the EZ3288.published coordinates in North Carolina will not be EZ3288.consistent with the Continuously Operating Reference Stations EZ3288.(CORS). The HARN coordinates for these stations are available EZ3288.upon request. Contact Gary Thompson(919-733-3836). EZ3288. EZ3288.In addition, the published North Carolina positions EZ3288.(NAD 83 (1986)) are NOT consistent with those determined in EZ3288.adjacent state readjustments. The discontinuity between stations EZ3288.located in North Carolina and those in adjacent states EZ3288.which have been adjusted to the HARN may be as much as 5 EZ3288.decimeters. This will result in a significant loss of accuracy EZ3288.over lines crossing such state borders. EZ3288 EZ3288 EZ3288.The horizontal coordinates were established by classical geodetic methods EZ3288.and adjusted by the National Geodetic Survey in March 1992. EZ3288 EZ3288.The orthometric height was determined by differential leveling EZ3288.and adjusted by the National Geodetic Survey in June 1991. EZ3288 EZ3288.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3288 EZ3288.The geoid height was determined by GEOID03. EZ3288 EZ3288.The dynamic height is computed by dividing the NAVD 88 EZ3288.geopotential number by the normal gravity value computed on the EZ3288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ3288.degrees latitude (g = 980.6199 gals.). EZ3288 EZ3288.The modeled gravity was interpolated from observed gravity values. EZ3288 EZ3288; North East Units Scale Factor Converg. EZ3288;SPC NC - 222,058.989 636,650.371 MT 0.99991052 +0 10 21.5 EZ3288;SPC NC - 728,538.53 2,088,743.76 sFT 0.99991052 +0 10 21.5 EZ3288;UTM 17 - 3,958,812.748 707,877.934 MT 1.00013252 +1 20 37.6 EZ3288 EZ3288! - Elev Factor x Scale Factor = Combined Factor EZ3288!SPC NC - 0.99998437 x 0.99991052 = 0.99989489 EZ3288!UTM 17 - 0.99998437 x 1.00013252 = 1.00011688 EZ3288 EZ3288 SUPERSEDED SURVEY CONTROL EZ3288 EZ3288 NAVD 88 (03/04/92) 132.32 (m) 434.1 (f) LEVELING 3 EZ3288 EZ3288.Superseded values are not recommended for survey control. EZ3288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3288.See file dsdata.txt to determine how the superseded data were derived. EZ3288 EZ3288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0787858813(NAD 83) EZ3288_MARKER: DB = BENCH MARK DISK EZ3288_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE EZ3288_SP_SET: BRIDGE WINGWALL EZ3288_STAMPING: WAK 88 1985 EZ3288_MARK LOGO: NCGS EZ3288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3288+STABILITY: SURFACE MOTION EZ3288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ3288+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1988 EZ3288 EZ3288 HISTORY - Date Condition Report By EZ3288 HISTORY - 1985 MONUMENTED NCGS EZ3288 HISTORY - 19881031 GOOD NCGS EZ3288 HISTORY - 19910416 GOOD USPSQD EZ3288 EZ3288 STATION DESCRIPTION EZ3288 EZ3288'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 EZ3288'6.4 KM (4.0 MI) SW FROM RALEIGH. EZ3288'STATION IS LOCATED 6.4 KM (4.0 MI) SOUTHWEST OF RALEIGH. AT THE I 40 EZ3288'AND GORMAN STREET OVERPASS, IN THE SOUTHEAST WINGWALL OF BRIDGE. THE EZ3288'STATION IS A STANDARD NCGS DISK STAMPED---WAK 88 1985---, SET INTO A EZ3288'DRILLED HOLE. LOCATED 12.5 METERS (41.0 FT) SOUTH OF CENTERLINE OF EZ3288'EASTBOUND LANES, 2.1 METERS (6.9 FT) WEST OF EAST END OF CONCRETE EZ3288'BRIDGE RAIL, AND 0.8 METER (2.8 FT) SOUTH OF CONCRETE BRIDGE RAIL. EZ3288'MARK IS LEVEL WITH HIGHWAY. EZ3288 EZ3288 STATION RECOVERY (1988) EZ3288 EZ3288'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ3288'STATION IS LOCATED IN SOUTHWEST RALEIGH AT THE I-40 OVERPASS OF EZ3288'GORMAN STREET AT THE SOUTHEAST CORNER OF THE EASTBOUND LANE OF EZ3288'BRIDGE. EZ3288'STATION IS A STANDARD NCGS DISK STAMPED---WAK 88 1985--- SET IN A EZ3288'DRILL HOLE IN BRIDGE WINGWALL. LOCATED 12.5 M (41.0 FT) EZ3288'SOUTH-SOUTHWEST OF THE CENTERLINE OF EASTBOUND LANE OF I-40, 0.9 M EZ3288'(3.0 FT) SOUTH-SOUTHWEST OF CONCRETE BRIDGE RETAINING WALL, AND 2.1 EZ3288'M (6.9 FT) WEST-NORTHWEST OF EAST END OF WINGWALL. EZ3288 EZ3288 STATION RECOVERY (1991) EZ3288 EZ3288'RECOVERY NOTE BY US POWER SQUADRON 1991 (GS) EZ3288'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0794 *********************************************************************** EZ0794 DESIGNATION - WAKE FOREST EZ0794 PID - EZ0794 EZ0794 STATE/COUNTY- NC/WAKE EZ0794 USGS QUAD - WAKE FOREST (1987) EZ0794 EZ0794 *CURRENT SURVEY CONTROL EZ0794 ___________________________________________________________________ EZ0794* NAD 83(1986)- 35 59 06.21076(N) 078 30 26.91328(W) ADJUSTED EZ0794* NAVD 88 - 126.782 (meters) 415.95 (feet) ADJUSTED EZ0794 ___________________________________________________________________ EZ0794 LAPLACE CORR- -7.15 (seconds) DEFLEC99 EZ0794 GEOID HEIGHT- -32.91 (meters) GEOID03 EZ0794 DYNAMIC HT - 126.675 (meters) 415.60 (feet) COMP EZ0794 MODELED GRAV- 979,785.6 (mgal) NAVD 88 EZ0794 EZ0794 HORZ ORDER - SECOND EZ0794 VERT ORDER - FIRST CLASS II EZ0794 EZ0794.The North Carolina HARNS have been completed but, EZ0794.due to contractual restrictions, coordinates for these stations EZ0794.will NOT be published in the near future. In the interim, the EZ0794.published coordinates in North Carolina will not be EZ0794.consistent with the Continuously Operating Reference Stations EZ0794.(CORS). The HARN coordinates for these stations are available EZ0794.upon request. Contact Gary Thompson(919-733-3836). EZ0794. EZ0794.In addition, the published North Carolina positions EZ0794.(NAD 83 (1986)) are NOT consistent with those determined in EZ0794.adjacent state readjustments. The discontinuity between stations EZ0794.located in North Carolina and those in adjacent states EZ0794.which have been adjusted to the HARN may be as much as 5 EZ0794.decimeters. This will result in a significant loss of accuracy EZ0794.over lines crossing such state borders. EZ0794 EZ0794 EZ0794.The horizontal coordinates were established by classical geodetic methods EZ0794.and adjusted by the National Geodetic Survey in July 1986. EZ0794 EZ0794.The orthometric height was determined by differential leveling EZ0794.and adjusted by the National Geodetic Survey in June 1991. EZ0794 EZ0794.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0794 EZ0794.The geoid height was determined by GEOID03. EZ0794 EZ0794.The dynamic height is computed by dividing the NAVD 88 EZ0794.geopotential number by the normal gravity value computed on the EZ0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0794.degrees latitude (g = 980.6199 gals.). EZ0794 EZ0794.The modeled gravity was interpolated from observed gravity values. EZ0794 EZ0794; North East Units Scale Factor Converg. EZ0794;SPC NC - 248,053.079 654,015.175 MT 0.99995437 +0 17 03.4 EZ0794;SPC NC - 813,820.81 2,145,714.79 sFT 0.99995437 +0 17 03.4 EZ0794;UTM 17 - 3,985,164.199 724,709.765 MT 1.00022223 +1 27 54.6 EZ0794 EZ0794! - Elev Factor x Scale Factor = Combined Factor EZ0794!SPC NC - 0.99998527 x 0.99995437 = 0.99993964 EZ0794!UTM 17 - 0.99998527 x 1.00022223 = 1.00020749 EZ0794 EZ0794: Primary Azimuth Mark Grid Az EZ0794:SPC NC - HARRIS 095 35 32.6 EZ0794:UTM 17 - HARRIS 094 24 41.4 EZ0794 EZ0794|---------------------------------------------------------------------| EZ0794| PID Reference Object Distance Geod. Az | EZ0794| dddmmss.s | EZ0794| FY2881 YOUNGSVILLE FAA RMLR MICROWAVE APPROX. 6.5 KM 0042719.8 | EZ0794| FY2696 YOUNGSVILLE MUN TANK APPROX. 5.6 KM 0334331.4 | EZ0794| EZ0797 DIR=T 9 122.665 METERS 09422 | EZ0794| EZ4458 HARRIS CT AND T MICROWAVE APPROX.11.9 KM 0954102.5 | EZ0794| EZ4459 HARRIS APPROX.11.9 KM 0955236.0 | EZ0794| EZ4999 WAKE FOREST NORTH MUN TANK 401.824 METERS 1205241.9 | EZ0794| EZ4462 ROLESVILLE MUN TANK APPROX. 8.2 KM 1470045.2 | EZ0794| EZ5001 WAKE FOREST SOUTH MUN TANK APPROX. 1.5 KM 1965653.2 | EZ0794| EZ4998 WAKE FOREST CENTER MUN TANK APPROX. 1.1 KM 1990512.4 | EZ0794| EZ4997 WAKE FOREST BAP SEMINARY SPIRE APPROX. 0.6 KM 2133201.1 | EZ0794| EZ1908 WAKE FOREST RM 1 45.110 METERS 24333 | EZ0794| EZ5000 WAKE FOREST SCOVILLE TANK APPROX. 2.9 KM 2704444.5 | EZ0794| EZ5002 WAKE FOREST WAKE ELEC MAST APPROX. 4.5 KM 2895551.7 | EZ0794| EZ1909 WAKE FOREST RM 2 26.289 METERS 30733 | EZ0794|---------------------------------------------------------------------| EZ0794 EZ0794 SUPERSEDED SURVEY CONTROL EZ0794 EZ0794 NAD 27 - 35 59 05.66557(N) 078 30 27.91193(W) AD( ) 2 EZ0794 NGVD 29 (03/05/92) 127.059 (m) 416.86 (f) ADJUSTED 1 2 EZ0794 EZ0794.Superseded values are not recommended for survey control. EZ0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0794.See file dsdata.txt to determine how the superseded data were derived. EZ0794 EZ0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2471085164(NAD 83) EZ0794_MARKER: DS = TRIANGULATION STATION DISK EZ0794_SETTING: 30 = SET IN A LIGHT STRUCTURE EZ0794_SP_SET: SIDEWALK EZ0794_STAMPING: WAKE FOREST 1969 EZ0794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ0794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ0794+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2005 EZ0794 EZ0794 HISTORY - Date Condition Report By EZ0794 HISTORY - 1969 MONUMENTED CGS EZ0794 HISTORY - 1972 GOOD NCGS EZ0794 HISTORY - 1978 GOOD NCGS EZ0794 HISTORY - 1980 GOOD NCGS EZ0794 HISTORY - 1980 GOOD NCGS EZ0794 HISTORY - 20041128 GOOD USPSQD EZ0794 HISTORY - 20050621 GOOD GEOCAC EZ0794 EZ0794 STATION DESCRIPTION EZ0794 EZ0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ) EZ0794'THE STATION IS ABOUT 1/2 MILE NORTH OF THE WAKE FOREST EZ0794'BUSINESS DISTRICT, ON PROPERTY OWNED BY THE WAKE FOREST EZ0794'COLLEGE BIRTHPLACE SOCIETY. EZ0794' EZ0794'TO REACH THE STATION FROM THE POST OFFICE IN WAKE FOREST, EZ0794'GO NORTHERLY ON SOUTH WHITE STREET FOR 0.15 MILE TO THE EZ0794'JUNCTION OF STATE HIGHWAY 98. CONTINUE NORTHERLY ON EZ0794'NORTH WHITE STREET FOR 0.45 MILE TO EAST JUNIPER STREET. TURN EZ0794'LEFT, CROSSING RAILROAD, AND GO WEST ON EAST JUNIPER EZ0794'STREET FOR 0.1 MILE TO THE STATION ON THE LEFT. EZ0794' EZ0794'STATION MARK IS A STANDARD DISK, STAMPED WAKE FOREST EZ0794'1969, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES EZ0794'IN DIAMETER, THAT IS FLUSH WITH THE GROUND SURFACE. IT EZ0794'IS 123.5 FEET EAST OF THE CENTERLINE OF THE NORTHBOUND LANE EZ0794'OF NORTH MAIN STREET, 63.0 FEET SOUTH OF THE CENTERLINE EZ0794'OF EAST JUNIPER STREET AND 60.0 FEET SOUTHWEST OF A EZ0794'POWERLINE POLE. THE UNDERGROUND MARK IS 44 INCHES BELOW EZ0794'THE SURFACE OF THE GROUND. EZ0794' EZ0794'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED WAKE FOREST EZ0794'NO 1 1969, SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN EZ0794'DIAMETER, THAT PROJECTS 1 INCH ABOVE THE GROUND. IT IS 38.0 EZ0794'FEET EAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF NORTH MAIN EZ0794'STREET, 30.9 FEET SOUTHEAST OF A POWERLINE POLE AND ABOUT THE EZ0794'SAME ELEVATION AS THE STATION. EZ0794' EZ0794'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED WAKE FOREST NO 2 1969, EZ0794'SET IN THE TOP OF A ROUND CONCRETE POST, 12 INCHES IN DIAMETER, THAT EZ0794'PROJECTS 1 INCH ABOVE THE GROUND. IT IS 48.0 FEET SOUTH OF THE EZ0794'CENTERLINE OF THE NORTHBOUND LANE OF NORTH MAIN STREET, 38.8 EZ0794'FEET EAST OF A POWERLINE POLE AND ABOUT 1 FOOT HIGHER IN EZ0794'ELEVATION THAN THE STATION. EZ0794' EZ0794'DIR 1918 IS A STANDARD TRIANGULATION STATION DISK, SET EZ0794'IN THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS EZ0794'3 INCHES ABOVE THE GROUND. IT IS STAMPED DIR TIX T9 EZ0794'1918 411.902 EL FT. IT IS 83.0 FEET NORTH OF THE CENTERLINE EZ0794'OF EAST JUNIPER STREET, 37.6 FEET EAST OF THE SOUTHEAST EZ0794'CORNER OF A FRAME HOUSE AND 37.4 FEET WEST OF THE WEST EZ0794'RAIL OF A RAILROAD. EZ0794' EZ0794'THERE WAS NO SUITABLE PLACE FOR AN AZIMUTH MARK. EZ0794 EZ0794 STATION RECOVERY (1972) EZ0794 EZ0794'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0794'IN WAKE FOREST. EZ0794'STATION IS AT THE INTERSECTION OF N. MAIN STREET AND E. JUNIPER EZ0794'STREET, IN THE SOUTHEAST QUADRANT, ON LAND OWNED BY THE WAKE EZ0794'FOREST COLLEGE BIRTHPLACE SOCIETY, INC., 65.0 FT S OF C/L OF E. EZ0794'JUNIPER ST., 97.0 FT E OF THE E EDGE OF SIDEWALK ALONG THE EZ0794'E SIDE OF N. MAIN ST., AND 59.5 FT W OF 40 INCH OAK TREE. STATION EZ0794'IS FLUSH WITH THE GROUND. EZ0794 EZ0794 STATION RECOVERY (1978) EZ0794 EZ0794'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ0794'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1969. EZ0794 EZ0794 STATION RECOVERY (1980) EZ0794 EZ0794'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EZ0794'THE STATION WAS RECOVERED IN GOOD CONDTION. THE DESCRIPTION IS EZ0794'ADEQUATE EXCEPT FOR THE FOLLOWING CORRECTIONS. EZ0794' EZ0794'POWER POLES IN VICINITY HAVE BEEN CHANGED. THE STATION MARK IS 69.9 EZ0794'FEET SOUTHWEST OF A POWER POLE. REFERENCE MARK 1 IS 30.5 FEET EZ0794'SOUTHEAST OF A POWER POLE AND 81.1 FEET NORTHEAST OF THE EAST POST OF EZ0794'A HISTORIC BIRTHPLACE SIGN. REFERENCE MARK 2 IS 22.8 FEET SOUTHWEST EZ0794'OF A POWER POLE. BOTH REFERENCE MARKS ARE FLUSH WITH THE GROUND EZ0794'SURFACE. EZ0794 EZ0794 STATION RECOVERY (1980) EZ0794 EZ0794'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ0794'0.45 MILE NORTH ALONG SR 1941 (WHITE STREET) FROM INTERSECTION EZ0794'WITH N.C. 98 IN WAKE FOREST, THENCE 0.1 MILE WEST ALONG EAST EZ0794'JUNIPER AVENUE IN SOUTHEAST QUADRANT OF INTERSECTION WITH NORTH EZ0794'MAIN STREET, 123.5 FEET SOUTHEAST OF CENTERLINE OF NORTHBOUND EZ0794'LANES OF MAIN STREET, 63.0 FEET SOUTHWEST OF CENTERLINE OF JUNIPER EZ0794'AVENUE, 113.6 FEET SOUTHEAST OF EAST CURB OF MAIN STREET, 57.3 EZ0794'FEET WEST OF 36-INCH OAK WITH REFERENCE TAG, 69.9 FEET WEST OF EZ0794'POWER POLE WITH REFERENCE TAG, 86.0 FEET SOUTHEAST OF RM 2 AND EZ0794'148.2 FEET EAST-NORTHEAST OF RM 1. EZ0794'THE MARK IS ABOVE LEVEL WITH GROUND. EZ0794 EZ0794 STATION RECOVERY (2004) EZ0794 EZ0794'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ0794'RECOVERED AS DESCRIBED EZ0794 EZ0794 STATION RECOVERY (2005) EZ0794 EZ0794'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ0794'THE STATION, REFERENCE MARK 1, AND REFERENCE MARK 2 WERE RECOVERED AS EZ0794'DESCRIBED. THE REFERENCE MARKS ARE SLIGHTLY EAST OF A LINE OF CYPRESS EZ0794'TREES PLANTED PARALLEL TO MAIN STREET. EZ0794' EZ0794'IT WAS NOTED THAT JUNIPER STREET NO LONGER CONNECTS TO WHITE STREET. EZ0794'TO REACH THE STATION FROM THE SEMINARY, PROCEED NORTH ON MAIN STREET EZ0794'TO JUNIPER STREET, AND STATION ON RIGHT, ON PROPERTY OCCUPIED BY THE EZ0794'WAKE FOREST UNIVERSITY BIRTHPLACE AND MUSEUM. EZ0794' EZ0794' 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4997 *********************************************************************** EZ4997 DESIGNATION - WAKE FOREST BAP SEMINARY SPIRE EZ4997 PID - EZ4997 EZ4997 STATE/COUNTY- NC/WAKE EZ4997 USGS QUAD - WAKE FOREST (1987) EZ4997 EZ4997 *CURRENT SURVEY CONTROL EZ4997 ___________________________________________________________________ EZ4997* NAD 83(1986)- 35 58 48.94401(N) 078 30 40.99200(W) ADJUSTED EZ4997* NAVD 88 - EZ4997 ___________________________________________________________________ EZ4997 LAPLACE CORR- -7.14 (seconds) DEFLEC99 EZ4997 GEOID HEIGHT- -32.90 (meters) GEOID03 EZ4997 EZ4997 HORZ ORDER - THIRD EZ4997 EZ4997.The North Carolina HARNS have been completed but, EZ4997.due to contractual restrictions, coordinates for these stations EZ4997.will NOT be published in the near future. In the interim, the EZ4997.published coordinates in North Carolina will not be EZ4997.consistent with the Continuously Operating Reference Stations EZ4997.(CORS). The HARN coordinates for these stations are available EZ4997.upon request. Contact Gary Thompson(919-733-3836). EZ4997. EZ4997.In addition, the published North Carolina positions EZ4997.(NAD 83 (1986)) are NOT consistent with those determined in EZ4997.adjacent state readjustments. The discontinuity between stations EZ4997.located in North Carolina and those in adjacent states EZ4997.which have been adjusted to the HARN may be as much as 5 EZ4997.decimeters. This will result in a significant loss of accuracy EZ4997.over lines crossing such state borders. EZ4997 EZ4997 EZ4997.The horizontal coordinates were established by classical geodetic methods EZ4997.and adjusted by the National Geodetic Survey in July 1986. EZ4997 EZ4997 EZ4997.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4997 EZ4997.The geoid height was determined by GEOID03. EZ4997 EZ4997; North East Units Scale Factor Converg. EZ4997;SPC NC - 247,519.174 653,665.140 MT 0.99995331 +0 16 55.2 EZ4997;SPC NC - 812,069.16 2,144,566.38 sFT 0.99995331 +0 16 55.2 EZ4997;UTM 17 - 3,984,623.050 724,370.716 MT 1.00022035 +1 27 45.7 EZ4997 EZ4997 SUPERSEDED SURVEY CONTROL EZ4997 EZ4997 NAD 27 - 35 58 48.39774(N) 078 30 41.99148(W) AD( ) 3 EZ4997 EZ4997.Superseded values are not recommended for survey control. EZ4997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4997.See file dsdata.txt to determine how the superseded data were derived. EZ4997 EZ4997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2437184623(NAD 83) EZ4997_MARKER: 90 = CHURCH SPIRE EZ4997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ4997+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2005 EZ4997 EZ4997 HISTORY - Date Condition Report By EZ4997 HISTORY - 1969 FIRST OBSERVED CGS EZ4997 HISTORY - 1978 GOOD NCGS EZ4997 HISTORY - 20050621 GOOD GEOCAC EZ4997 EZ4997 STATION DESCRIPTION EZ4997 EZ4997'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ) EZ4997'THE STATION IS THE TOP OF A 150 FOOT TALL SPIRE ON TOP EZ4997'OF THE CHAPEL AT THE SOUTHEASTERN BAPTIST SEMINARY, EZ4997'LOCATED AT THE JUNCTION OF ALTERNATE U.S. HIGHWAY 1 EZ4997'AND STATE HIGHWAY 98 IN WAKE FOREST. EZ4997 EZ4997 STATION RECOVERY (1978) EZ4997 EZ4997'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ4997'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ4997 EZ4997 STATION RECOVERY (2005) EZ4997 EZ4997'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ4997'VISITED SITE. VERIFIED EXISTENCE. SPIRE IS ATOP BRINKLEY CHAPEL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4998 *********************************************************************** EZ4998 DESIGNATION - WAKE FOREST CENTER MUN TANK EZ4998 PID - EZ4998 EZ4998 STATE/COUNTY- NC/WAKE EZ4998 USGS QUAD - WAKE FOREST (1987) EZ4998 EZ4998 *CURRENT SURVEY CONTROL EZ4998 ___________________________________________________________________ EZ4998* NAD 83(1986)- 35 58 33.64418(N) 078 30 40.77674(W) ADJUSTED EZ4998* NAVD 88 - EZ4998 ___________________________________________________________________ EZ4998 LAPLACE CORR- -7.13 (seconds) DEFLEC99 EZ4998 GEOID HEIGHT- -32.92 (meters) GEOID03 EZ4998 EZ4998 HORZ ORDER - THIRD EZ4998 EZ4998.The North Carolina HARNS have been completed but, EZ4998.due to contractual restrictions, coordinates for these stations EZ4998.will NOT be published in the near future. In the interim, the EZ4998.published coordinates in North Carolina will not be EZ4998.consistent with the Continuously Operating Reference Stations EZ4998.(CORS). The HARN coordinates for these stations are available EZ4998.upon request. Contact Gary Thompson(919-733-3836). EZ4998. EZ4998.In addition, the published North Carolina positions EZ4998.(NAD 83 (1986)) are NOT consistent with those determined in EZ4998.adjacent state readjustments. The discontinuity between stations EZ4998.located in North Carolina and those in adjacent states EZ4998.which have been adjusted to the HARN may be as much as 5 EZ4998.decimeters. This will result in a significant loss of accuracy EZ4998.over lines crossing such state borders. EZ4998 EZ4998 EZ4998.The horizontal coordinates were established by classical geodetic methods EZ4998.and adjusted by the National Geodetic Survey in July 1986. EZ4998 EZ4998 EZ4998.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4998 EZ4998.The geoid height was determined by GEOID03. EZ4998 EZ4998; North East Units Scale Factor Converg. EZ4998;SPC NC - 247,047.659 653,672.853 MT 0.99995236 +0 16 55.4 EZ4998;SPC NC - 810,522.19 2,144,591.69 sFT 0.99995236 +0 16 55.4 EZ4998;UTM 17 - 3,984,151.668 724,388.148 MT 1.00022045 +1 27 45.3 EZ4998 EZ4998 SUPERSEDED SURVEY CONTROL EZ4998 EZ4998 NAD 27 - 35 58 33.09375(N) 078 30 41.77739(W) AD( ) 3 EZ4998 EZ4998.Superseded values are not recommended for survey control. EZ4998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4998.See file dsdata.txt to determine how the superseded data were derived. EZ4998 EZ4998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2438884152(NAD 83) EZ4998_MARKER: 53 = ELEVATED TANK EZ4998 EZ4998 HISTORY - Date Condition Report By EZ4998 HISTORY - 1969 FIRST OBSERVED CGS EZ4998 HISTORY - 1978 GOOD NCGS EZ4998 HISTORY - 20050621 MARK NOT FOUND GEOCAC EZ4998 EZ4998 STATION DESCRIPTION EZ4998 EZ4998'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ) EZ4998'THE STATION IS THE TOP OF A 135 FOOT HIGH HEMISPHERICALLY EZ4998'BOTTOMED, ELEVATED TANK, LOCATED 60 FEET NORTHEAST OF EZ4998'THE WAKE FOREST FILTER PLANT ON EAST ELM AVENUE IN WAKE FOREST. IT EZ4998'IS THE CENTER ONE OF THREE TANKS IN WAKE FOREST. EZ4998 EZ4998 STATION RECOVERY (1978) EZ4998 EZ4998'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ4998'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. IT IS EZ4998'SUPPORTED BY 4 LEGS AND IS PAINTED SILVER. EZ4998 EZ4998 STATION RECOVERY (2005) EZ4998 EZ4998'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ4998'TANK HAS BEEN DISMANTLED. THE TOWN OF WAKE FOREST SOLD THE PROPERTY IN EZ4998'JUNE, 1986. (DEED BOOK 3753 PAGE 0672, WAKE COUNTY REGISTRY). THE AREA EZ4998'IS A PAVED PARKING LOT ADJACENT TO A DENTIST OFFICE. CURRENT OWNER IS EZ4998'DAWN MOREHEAD PROPERTIES, LLC., PIN 1841-40-5429. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4999 *********************************************************************** EZ4999 DESIGNATION - WAKE FOREST NORTH MUN TANK EZ4999 PID - EZ4999 EZ4999 STATE/COUNTY- NC/WAKE EZ4999 USGS QUAD - WAKE FOREST (1987) EZ4999 EZ4999 *CURRENT SURVEY CONTROL EZ4999 ___________________________________________________________________ EZ4999* NAD 83(1986)- 35 58 59.51974(N) 078 30 13.14646(W) ADJUSTED EZ4999* NAVD 88 - EZ4999 ___________________________________________________________________ EZ4999 LAPLACE CORR- -7.16 (seconds) DEFLEC99 EZ4999 GEOID HEIGHT- -32.93 (meters) GEOID03 EZ4999 EZ4999 HORZ ORDER - THIRD EZ4999 EZ4999.The North Carolina HARNS have been completed but, EZ4999.due to contractual restrictions, coordinates for these stations EZ4999.will NOT be published in the near future. In the interim, the EZ4999.published coordinates in North Carolina will not be EZ4999.consistent with the Continuously Operating Reference Stations EZ4999.(CORS). The HARN coordinates for these stations are available EZ4999.upon request. Contact Gary Thompson(919-733-3836). EZ4999. EZ4999.In addition, the published North Carolina positions EZ4999.(NAD 83 (1986)) are NOT consistent with those determined in EZ4999.adjacent state readjustments. The discontinuity between stations EZ4999.located in North Carolina and those in adjacent states EZ4999.which have been adjusted to the HARN may be as much as 5 EZ4999.decimeters. This will result in a significant loss of accuracy EZ4999.over lines crossing such state borders. EZ4999 EZ4999 EZ4999.The horizontal coordinates were established by classical geodetic methods EZ4999.and adjusted by the National Geodetic Survey in July 1986. EZ4999 EZ4999 EZ4999.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4999 EZ4999.The geoid height was determined by GEOID03. EZ4999 EZ4999; North East Units Scale Factor Converg. EZ4999;SPC NC - 247,848.578 654,361.047 MT 0.99995396 +0 17 11.3 EZ4999;SPC NC - 813,149.88 2,146,849.54 sFT 0.99995396 +0 17 11.3 EZ4999;UTM 17 - 3,984,966.817 725,059.873 MT 1.00022417 +1 28 02.4 EZ4999 EZ4999 SUPERSEDED SURVEY CONTROL EZ4999 EZ4999 NAD 27 - 35 58 58.97338(N) 078 30 14.14347(W) AD( ) 3 EZ4999 EZ4999.Superseded values are not recommended for survey control. EZ4999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4999.See file dsdata.txt to determine how the superseded data were derived. EZ4999 EZ4999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2506084967(NAD 83) EZ4999_MARKER: 53 = ELEVATED TANK EZ4999 EZ4999 HISTORY - Date Condition Report By EZ4999 HISTORY - 1969 FIRST OBSERVED CGS EZ4999 HISTORY - 1978 GOOD NCGS EZ4999 HISTORY - 20050621 GOOD GEOCAC EZ4999 EZ4999 STATION DESCRIPTION EZ4999 EZ4999'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ) EZ4999'THE STATION IS THE CENTER OF THE TOP OF A 120 FOOT HIGH EZ4999'HEMISPHERICALLY BOTTOMED ELEVATED TANK, LOCATED 120 FEET EZ4999'EAST OF NORTH TAYLOR STREET AND 210 FEET SOUTH OF EAST EZ4999'JUNIPER STREET IN WAKE FOREST. IT IS THE NORTH ONE OF EZ4999'THREE TANKS IN WAKE FOREST. EZ4999' EZ4999'THE COMPLETE NAME OF THIS STATION IS WAKE FOREST NORTH MUNICIPAL EZ4999'TANK. EZ4999 EZ4999 STATION RECOVERY (1978) EZ4999 EZ4999'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ4999'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. IT HAS SIX EZ4999'LEGS AND IS PAINTED SILVER. EZ4999 EZ4999 STATION RECOVERY (2005) EZ4999 EZ4999'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ4999'RECOVERED IN GOOD CONDITION, AND FUTHER DESCRIBED AS A 300,000 GALLON EZ4999'TANK BUILT BY COLE MFG COMPANY IN 1931, WITH SIX LEGS AND A STANDPIPE. EZ4999'CURRENTLY PAINTED BLUE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5000 *********************************************************************** EZ5000 DESIGNATION - WAKE FOREST SCOVILLE TANK EZ5000 PID - EZ5000 EZ5000 STATE/COUNTY- NC/WAKE EZ5000 USGS QUAD - WAKE FOREST (1987) EZ5000 EZ5000 *CURRENT SURVEY CONTROL EZ5000 ___________________________________________________________________ EZ5000* NAD 83(1986)- 35 59 07.41106(N) 078 32 21.82789(W) ADJUSTED EZ5000* NAVD 88 - EZ5000 ___________________________________________________________________ EZ5000 LAPLACE CORR- -7.00 (seconds) DEFLEC99 EZ5000 GEOID HEIGHT- -32.77 (meters) GEOID03 EZ5000 EZ5000 HORZ ORDER - THIRD EZ5000 EZ5000.The North Carolina HARNS have been completed but, EZ5000.due to contractual restrictions, coordinates for these stations EZ5000.will NOT be published in the near future. In the interim, the EZ5000.published coordinates in North Carolina will not be EZ5000.consistent with the Continuously Operating Reference Stations EZ5000.(CORS). The HARN coordinates for these stations are available EZ5000.upon request. Contact Gary Thompson(919-733-3836). EZ5000. EZ5000.In addition, the published North Carolina positions EZ5000.(NAD 83 (1986)) are NOT consistent with those determined in EZ5000.adjacent state readjustments. The discontinuity between stations EZ5000.located in North Carolina and those in adjacent states EZ5000.which have been adjusted to the HARN may be as much as 5 EZ5000.decimeters. This will result in a significant loss of accuracy EZ5000.over lines crossing such state borders. EZ5000 EZ5000 EZ5000.The horizontal coordinates were established by classical geodetic methods EZ5000.and adjusted by the National Geodetic Survey in July 1986. EZ5000 EZ5000 EZ5000.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5000 EZ5000.The geoid height was determined by GEOID03. EZ5000 EZ5000; North East Units Scale Factor Converg. EZ5000;SPC NC - 248,076.253 651,136.535 MT 0.99995445 +0 15 57.0 EZ5000;SPC NC - 813,896.84 2,136,270.45 sFT 0.99995445 +0 15 57.0 EZ5000;UTM 17 - 3,985,128.043 721,830.511 MT 1.00020638 +1 26 47.0 EZ5000 EZ5000 SUPERSEDED SURVEY CONTROL EZ5000 EZ5000 NAD 27 - 35 59 06.86795(N) 078 32 22.89136(W) AD( ) 3 EZ5000 EZ5000.Superseded values are not recommended for survey control. EZ5000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5000.See file dsdata.txt to determine how the superseded data were derived. EZ5000 EZ5000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2183185128(NAD 83) EZ5000_MARKER: 53 = ELEVATED TANK EZ5000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5000+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2004 EZ5000 EZ5000 HISTORY - Date Condition Report By EZ5000 HISTORY - 1969 FIRST OBSERVED CGS EZ5000 HISTORY - 1978 GOOD NCGS EZ5000 HISTORY - 19850101 GOOD NCGS EZ5000 HISTORY - 20040919 GOOD GEOCAC EZ5000 EZ5000 STATION DESCRIPTION EZ5000 EZ5000'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ) EZ5000'THE STATION IS THE TOP OF THE CENTER OF A 135 FOOT HIGH EZ5000'DOUBLE ELLIPSOIDAL ELEVATED TANK, OWNED BY THE EZ5000'SCOVILL SCHRADER COMPANY, LOCATED 1 MILE NORTH OF THE EZ5000'JUNCTION OF STATE HIGHWAY 98 AND U.S. HIGHWAY 1. EZ5000' EZ5000'THE COMPLETE NAME OF THIS STATION IS WAKE FOREST EZ5000'SCOVILL SCHRADER TANK. EZ5000 EZ5000 STATION RECOVERY (1978) EZ5000 EZ5000'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ5000'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ5000 EZ5000 STATION RECOVERY (1985) EZ5000 EZ5000'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ5000'RECOVERED AS DESCRIBED. COMPANY IS NOW SCHRADER BELLOWS PARKER. EZ5000 EZ5000 STATION RECOVERY (2004) EZ5000 EZ5000'RECOVERY NOTE BY GEOCACHING 2004 (PFF) EZ5000'VERIFIED EXISTENCE. BUILDING PREVIOUSLY OCCUPIED BY PARKER AUTOMATION, EZ5000'BUT NOW VACANT. THE 33-ACRE SITE IS FOR SALE. TANK IS NEAR SOUTHWEST EZ5000'CORNER OF BUILDING, ON THE WEST END OF A PARKING LOT. GPS AT NE EZ5000'FOUNDATION PIER WAS N35 59.123, W078 32.356 (ACCURACY 6FT). 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5001 *********************************************************************** EZ5001 DESIGNATION - WAKE FOREST SOUTH MUN TANK EZ5001 PID - EZ5001 EZ5001 STATE/COUNTY- NC/WAKE EZ5001 USGS QUAD - WAKE FOREST (1987) EZ5001 EZ5001 *CURRENT SURVEY CONTROL EZ5001 ___________________________________________________________________ EZ5001* NAD 83(1986)- 35 58 19.05053(N) 078 30 44.59313(W) ADJUSTED EZ5001* NAVD 88 - EZ5001 ___________________________________________________________________ EZ5001 LAPLACE CORR- -7.12 (seconds) DEFLEC99 EZ5001 GEOID HEIGHT- -32.93 (meters) GEOID03 EZ5001 EZ5001 HORZ ORDER - THIRD EZ5001 EZ5001.The North Carolina HARNS have been completed but, EZ5001.due to contractual restrictions, coordinates for these stations EZ5001.will NOT be published in the near future. In the interim, the EZ5001.published coordinates in North Carolina will not be EZ5001.consistent with the Continuously Operating Reference Stations EZ5001.(CORS). The HARN coordinates for these stations are available EZ5001.upon request. Contact Gary Thompson(919-733-3836). EZ5001. EZ5001.In addition, the published North Carolina positions EZ5001.(NAD 83 (1986)) are NOT consistent with those determined in EZ5001.adjacent state readjustments. The discontinuity between stations EZ5001.located in North Carolina and those in adjacent states EZ5001.which have been adjusted to the HARN may be as much as 5 EZ5001.decimeters. This will result in a significant loss of accuracy EZ5001.over lines crossing such state borders. EZ5001 EZ5001 EZ5001.The horizontal coordinates were established by classical geodetic methods EZ5001.and adjusted by the National Geodetic Survey in July 1986. EZ5001 EZ5001 EZ5001.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5001 EZ5001.The geoid height was determined by GEOID03. EZ5001 EZ5001; North East Units Scale Factor Converg. EZ5001;SPC NC - 246,597.413 653,579.456 MT 0.99995147 +0 16 53.2 EZ5001;SPC NC - 809,045.01 2,144,285.27 sFT 0.99995147 +0 16 53.2 EZ5001;UTM 17 - 3,983,699.473 724,304.024 MT 1.00021999 +1 27 42.5 EZ5001 EZ5001 SUPERSEDED SURVEY CONTROL EZ5001 EZ5001 NAD 27 - 35 58 18.50061(N) 078 30 45.59350(W) AD( ) 3 EZ5001 EZ5001.Superseded values are not recommended for survey control. EZ5001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5001.See file dsdata.txt to determine how the superseded data were derived. EZ5001 EZ5001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2430483699(NAD 83) EZ5001_MARKER: 53 = ELEVATED TANK EZ5001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5001+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005 EZ5001 EZ5001 HISTORY - Date Condition Report By EZ5001 HISTORY - 1969 FIRST OBSERVED CGS EZ5001 HISTORY - 1978 GOOD NCGS EZ5001 HISTORY - 20050616 GOOD GEOCAC EZ5001 EZ5001 STATION DESCRIPTION EZ5001 EZ5001'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ) EZ5001'THE STATION IS THE CENTER OF THE TOP OF A 125 FOOT HIGH EZ5001'DOUBLE ELLIPSOIDAL ELEVATED TANK, LOCATED 1/4 MILE SOUTH EZ5001'OF THE POST OFFICE IN WAKE FOREST AND 50 YARDS EAST OF EZ5001'SOUTH WHITE STREET. IT IS THE SOUTH ONE OF THREE TANKS EZ5001'IN WAKE FOREST. EZ5001' EZ5001'THE COMPLETE NAME OF THIS STATION IS WAKE FOREST SOUTH MUNICIPAL EZ5001'TANK. EZ5001 EZ5001 STATION RECOVERY (1978) EZ5001 EZ5001'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ5001'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. IT IS EZ5001'SUPPORTED BY 6 LEGS AND PAINTED LIGHT GREEN. EZ5001 EZ5001 STATION RECOVERY (2005) EZ5001 EZ5001'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ5001'RECOVERED SOUTH OF THE WAKE FOREST BUSINESS DISTRICT, IN THE NORTHEAST EZ5001'QUADRANT OF THE INTERSECTION OF WHITE STREET AND HOLDING AVENUE, AT EZ5001'N35 58 19.8, W78 30 44.7. EZ5001' EZ5001'THE TOWER IS SUPPORTED BY FIVE LEGS AND A STANDPIPE, AND IS PAINTED EZ5001'WHITE. THIS SITE WILL BECOME A CITY PARK IN THE FUTURE, ACCORDING TO A EZ5001'SIGN ON THE PROPERTY. EZ5001' EZ5001' 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5002 *********************************************************************** EZ5002 DESIGNATION - WAKE FOREST WAKE ELEC MAST EZ5002 PID - EZ5002 EZ5002 STATE/COUNTY- NC/WAKE EZ5002 USGS QUAD - WAKE FOREST (1987) EZ5002 EZ5002 *CURRENT SURVEY CONTROL EZ5002 ___________________________________________________________________ EZ5002* NAD 83(1986)- 35 59 55.65799(N) 078 33 14.83829(W) ADJUSTED EZ5002* NAVD 88 - EZ5002 ___________________________________________________________________ EZ5002 LAPLACE CORR- -6.70 (seconds) DEFLEC99 EZ5002 GEOID HEIGHT- -32.67 (meters) GEOID03 EZ5002 EZ5002 HORZ ORDER - THIRD EZ5002 EZ5002.The North Carolina HARNS have been completed but, EZ5002.due to contractual restrictions, coordinates for these stations EZ5002.will NOT be published in the near future. In the interim, the EZ5002.published coordinates in North Carolina will not be EZ5002.consistent with the Continuously Operating Reference Stations EZ5002.(CORS). The HARN coordinates for these stations are available EZ5002.upon request. Contact Gary Thompson(919-733-3836). EZ5002. EZ5002.In addition, the published North Carolina positions EZ5002.(NAD 83 (1986)) are NOT consistent with those determined in EZ5002.adjacent state readjustments. The discontinuity between stations EZ5002.located in North Carolina and those in adjacent states EZ5002.which have been adjusted to the HARN may be as much as 5 EZ5002.decimeters. This will result in a significant loss of accuracy EZ5002.over lines crossing such state borders. EZ5002 EZ5002 EZ5002.The horizontal coordinates were established by classical geodetic methods EZ5002.and adjusted by the National Geodetic Survey in July 1986. EZ5002 EZ5002 EZ5002.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5002 EZ5002.The geoid height was determined by GEOID03. EZ5002 EZ5002; North East Units Scale Factor Converg. EZ5002;SPC NC - 249,557.172 649,802.015 MT 0.99995747 +0 15 26.5 EZ5002;SPC NC - 818,755.49 2,131,892.11 sFT 0.99995747 +0 15 26.5 EZ5002;UTM 17 - 3,986,581.507 720,465.423 MT 1.00019894 +1 26 17.5 EZ5002 EZ5002 SUPERSEDED SURVEY CONTROL EZ5002 EZ5002 NAD 27 - 35 59 55.11269(N) 078 33 15.82160(W) AD( ) 3 EZ5002 EZ5002.Superseded values are not recommended for survey control. EZ5002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5002.See file dsdata.txt to determine how the superseded data were derived. EZ5002 EZ5002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2046586582(NAD 83) EZ5002_MARKER: 44 = MICROWAVE MAST EZ5002 EZ5002 HISTORY - Date Condition Report By EZ5002 HISTORY - 1969 FIRST OBSERVED CGS EZ5002 EZ5002 STATION DESCRIPTION EZ5002 EZ5002'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ) EZ5002'THE STATION IS THE CENTER OF THE TOP OF A 300 FOOT TALL EZ5002'MICROWAVE MAST, OWNED BY THE WAKE ELECTRIC MEMBERSHIP EZ5002'CORPORATION, LOCATED 3 MILES WEST OF WAKE FOREST. TO EZ5002'REACH THE MAST FROM THE JUNCTION OF U.S. HIGHWAY 1 AND EZ5002'STATE HIGHWAY 98 JUST WEST OF WAKE FOREST, GO WEST ON EZ5002'STATE HIGHWAY 98 FOR 1.3 MILES TO A GRAVELED SIDE ROAD EZ5002'ON THE RIGHT. TURN RIGHT AND GO NORTH ON THE GRAVELED EZ5002'ROAD FOR 2.0 MILES TO THE MAST ON THE LEFT. EZ5002' EZ5002'THE COMPLETE NAME OF THIS STATION IS WAKE FOREST EZ5002'WAKE ELECTRIC MICROWAVE KIB 863. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5003 *********************************************************************** EZ5003 DESIGNATION - WAKE FOREST WATER TANK EZ5003 PID - EZ5003 EZ5003 STATE/COUNTY- NC/WAKE EZ5003 USGS QUAD - WAKE FOREST (1987) EZ5003 EZ5003 *CURRENT SURVEY CONTROL EZ5003 ___________________________________________________________________ EZ5003* NAD 83(1986)- 35 58 47.98850(N) 078 30 36.50275(W) ADJUSTED EZ5003* NAVD 88 - EZ5003 ___________________________________________________________________ EZ5003 LAPLACE CORR- -7.14 (seconds) DEFLEC99 EZ5003 GEOID HEIGHT- -32.91 (meters) GEOID03 EZ5003 EZ5003 HORZ ORDER - THIRD EZ5003 EZ5003.The North Carolina HARNS have been completed but, EZ5003.due to contractual restrictions, coordinates for these stations EZ5003.will NOT be published in the near future. In the interim, the EZ5003.published coordinates in North Carolina will not be EZ5003.consistent with the Continuously Operating Reference Stations EZ5003.(CORS). The HARN coordinates for these stations are available EZ5003.upon request. Contact Gary Thompson(919-733-3836). EZ5003. EZ5003.In addition, the published North Carolina positions EZ5003.(NAD 83 (1986)) are NOT consistent with those determined in EZ5003.adjacent state readjustments. The discontinuity between stations EZ5003.located in North Carolina and those in adjacent states EZ5003.which have been adjusted to the HARN may be as much as 5 EZ5003.decimeters. This will result in a significant loss of accuracy EZ5003.over lines crossing such state borders. EZ5003 EZ5003 EZ5003.The horizontal coordinates were established by classical geodetic methods EZ5003.and adjusted by the National Geodetic Survey in July 1986. EZ5003 EZ5003 EZ5003.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5003 EZ5003.The geoid height was determined by GEOID03. EZ5003 EZ5003; North East Units Scale Factor Converg. EZ5003;SPC NC - 247,490.279 653,777.742 MT 0.99995325 +0 16 57.8 EZ5003;SPC NC - 811,974.36 2,144,935.81 sFT 0.99995325 +0 16 57.8 EZ5003;UTM 17 - 3,984,596.474 724,483.920 MT 1.00022098 +1 27 48.3 EZ5003 EZ5003 SUPERSEDED SURVEY CONTROL EZ5003 EZ5003 NAD 27 - 35 58 47.44100(N) 078 30 37.55000(W) AD( ) 3 EZ5003 EZ5003.Superseded values are not recommended for survey control. EZ5003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5003.See file dsdata.txt to determine how the superseded data were derived. EZ5003 EZ5003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2448484596(NAD 83) EZ5003 EZ5003 HISTORY - Date Condition Report By EZ5003 HISTORY - UNK MONUMENTED EZ5003 HISTORY - 1959 GOOD CGS EZ5003 HISTORY - 20050621 MARK NOT FOUND GEOCAC EZ5003 EZ5003 STATION DESCRIPTION EZ5003 EZ5003'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (USE) EZ5003'CORPS OF ENGINEERS REPORTS IN 1943 THAT THE WATER TANK IS EZ5003'APPROXIMATELY 1400 FEET S OF THE PUBLISHED POSITION AND IS OFF 12 EZ5003'MINUTES IN AZIMUTH. EZ5003 EZ5003 STATION RECOVERY (2005) EZ5003 EZ5003'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ5003'THERE IS NO TANK AT THE PUBLISHED COORDINATES, AND THE TANK DESCRIBED EZ5003'AS BEING 1400 FEET SOUTH (WAKE FOREST CENTER MUN TANK) NO LONGER EZ5003'EXISTS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4411 *********************************************************************** EZ4411 DESIGNATION - WAKEFIELD EZ4411 PID - EZ4411 EZ4411 STATE/COUNTY- NC/WAKE EZ4411 USGS QUAD - ZEBULON (1981) EZ4411 EZ4411 *CURRENT SURVEY CONTROL EZ4411 ___________________________________________________________________ EZ4411* NAD 83(1986)- 35 48 55.86572(N) 078 18 54.18818(W) ADJUSTED EZ4411* NAVD 88 - 103.8 (meters) 341. (feet) VERTCON EZ4411 ___________________________________________________________________ EZ4411 LAPLACE CORR- -3.53 (seconds) DEFLEC99 EZ4411 GEOID HEIGHT- -34.04 (meters) GEOID03 EZ4411 EZ4411 HORZ ORDER - SECOND EZ4411 EZ4411.The North Carolina HARNS have been completed but, EZ4411.due to contractual restrictions, coordinates for these stations EZ4411.will NOT be published in the near future. In the interim, the EZ4411.published coordinates in North Carolina will not be EZ4411.consistent with the Continuously Operating Reference Stations EZ4411.(CORS). The HARN coordinates for these stations are available EZ4411.upon request. Contact Gary Thompson(919-733-3836). EZ4411. EZ4411.In addition, the published North Carolina positions EZ4411.(NAD 83 (1986)) are NOT consistent with those determined in EZ4411.adjacent state readjustments. The discontinuity between stations EZ4411.located in North Carolina and those in adjacent states EZ4411.which have been adjusted to the HARN may be as much as 5 EZ4411.decimeters. This will result in a significant loss of accuracy EZ4411.over lines crossing such state borders. EZ4411 EZ4411 EZ4411.The horizontal coordinates were established by classical geodetic methods EZ4411.and adjusted by the National Geodetic Survey in July 1986. EZ4411 EZ4411.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4411 EZ4411.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4411 EZ4411.The geoid height was determined by GEOID03. EZ4411 EZ4411; North East Units Scale Factor Converg. EZ4411;SPC NC - 229,345.914 671,496.761 MT 0.99992089 +0 23 43.2 EZ4411;SPC NC - 752,445.72 2,203,068.96 sFT 0.99992089 +0 23 43.2 EZ4411;UTM 17 - 3,966,814.475 742,578.517 MT 1.00032516 +1 34 19.0 EZ4411 EZ4411! - Elev Factor x Scale Factor = Combined Factor EZ4411!SPC NC - 0.99998905 x 0.99992089 = 0.99990994 EZ4411!UTM 17 - 0.99998905 x 1.00032516 = 1.00031421 EZ4411 EZ4411 SUPERSEDED SURVEY CONTROL EZ4411 EZ4411 NAD 27 - 35 48 55.31059(N) 078 18 55.19060(W) AD( ) 2 EZ4411 NGVD 29 (07/19/86) 104.1 (m) 342. (f) VERT ANG EZ4411 EZ4411.Superseded values are not recommended for survey control. EZ4411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4411.See file dsdata.txt to determine how the superseded data were derived. EZ4411 EZ4411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4257966814(NAD 83) EZ4411_MARKER: DE = TRAVERSE STATION DISK EZ4411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4411_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4411_STAMPING: WAKEFIELD 1969 EZ4411_MARK LOGO: NCGS EZ4411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4411+STABILITY: SURFACE MOTION EZ4411_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ4411+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2005 EZ4411 EZ4411 HISTORY - Date Condition Report By EZ4411 HISTORY - 1969 MONUMENTED NCGS EZ4411 HISTORY - 20050425 GOOD USPSQD EZ4411 EZ4411 STATION DESCRIPTION EZ4411 EZ4411'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ4411'WAKEFIELD IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ4411'IN THE VICINITY OF ZEBULON, NORTH CAROLINA. EZ4411' EZ4411'WAKEFIELD IS LOCATED APPROXIMATELY 0.7 MILE SOUTH OF ZEBULON. TO EZ4411'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 64 AND NC 96 IN EZ4411'ZEBULON, GO WEST ON U.S. 64 FOR 0.25 MILE TO INTERSECTION OF EZ4411'U.S. 64 AND SR 2349 (WAKEFIELD ST.), TURN LEFT (SOUTH) ON EZ4411'SR 2349 FOR 0.3 MILE TO RAILROAD TRACKS, CONTINUE ACROSS TRACKS EZ4411'FOR 0.25 MILE TO STATION ON WEST SIDE OF ROAD AND NORTH SIDE EZ4411'OF DIRT ROAD LEADING TO WHITE FRAME HOUSE. EZ4411' EZ4411'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ4411'WAKEFIELD 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ4411'OF WHICH IS 3 INCHES BELOW THE SURFACE OF THE GROUND. EZ4411' EZ4411'MARK IS EZ4411' EZ4411'48.3 FT W OF C/L OF SR 2349 EZ4411' EZ4411'17.0 FT N OF C/L OF DIRT ROAD EZ4411' EZ4411'23.9 FT W OF TP WITH ALUMINUM REF. TAG EZ4411' EZ4411'34.5 FT NW OF N END OF CULVERT EZ4411' EZ4411'146.4 FT NNW OF ZEBULON CITY LIMIT SIGN, WITH ALUMINUM REF. TAG EZ4411' EZ4411'57.3 FT NNE OF NE CORNER OF HOUSE EZ4411' EZ4411'6.0 FT N OF CENTER OF DITCH EZ4411 EZ4411 STATION RECOVERY (2005) EZ4411 EZ4411'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ4411'N 35 48.934 EZ4411'W 078 18.903 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2387 *********************************************************************** EZ2387 DESIGNATION - WAKEFIELD X RD EZ2387 PID - EZ2387 EZ2387 STATE/COUNTY- NC/WAKE EZ2387 USGS QUAD - ZEBULON (1981) EZ2387 EZ2387 *CURRENT SURVEY CONTROL EZ2387 ___________________________________________________________________ EZ2387* NAD 83(1986)- 35 50 14.18071(N) 078 19 23.83317(W) ADJUSTED EZ2387* NAVD 88 - 102.783 (meters) 337.21 (feet) ADJUSTED EZ2387 ___________________________________________________________________ EZ2387 LAPLACE CORR- -4.15 (seconds) DEFLEC99 EZ2387 GEOID HEIGHT- -33.99 (meters) GEOID03 EZ2387 DYNAMIC HT - 102.692 (meters) 336.92 (feet) COMP EZ2387 MODELED GRAV- 979,751.0 (mgal) NAVD 88 EZ2387 EZ2387 HORZ ORDER - SECOND EZ2387 VERT ORDER - SECOND CLASS II EZ2387 EZ2387.The North Carolina HARNS have been completed but, EZ2387.due to contractual restrictions, coordinates for these stations EZ2387.will NOT be published in the near future. In the interim, the EZ2387.published coordinates in North Carolina will not be EZ2387.consistent with the Continuously Operating Reference Stations EZ2387.(CORS). The HARN coordinates for these stations are available EZ2387.upon request. Contact Gary Thompson(919-733-3836). EZ2387. EZ2387.In addition, the published North Carolina positions EZ2387.(NAD 83 (1986)) are NOT consistent with those determined in EZ2387.adjacent state readjustments. The discontinuity between stations EZ2387.located in North Carolina and those in adjacent states EZ2387.which have been adjusted to the HARN may be as much as 5 EZ2387.decimeters. This will result in a significant loss of accuracy EZ2387.over lines crossing such state borders. EZ2387 EZ2387 EZ2387.The horizontal coordinates were established by classical geodetic methods EZ2387.and adjusted by the National Geodetic Survey in July 1986. EZ2387 EZ2387.The orthometric height was determined by differential leveling EZ2387.and adjusted by the National Geodetic Survey in June 1991. EZ2387 EZ2387.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2387 EZ2387.The geoid height was determined by GEOID03. EZ2387 EZ2387.The dynamic height is computed by dividing the NAVD 88 EZ2387.geopotential number by the normal gravity value computed on the EZ2387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2387.degrees latitude (g = 980.6199 gals.). EZ2387 EZ2387.The modeled gravity was interpolated from observed gravity values. EZ2387 EZ2387; North East Units Scale Factor Converg. EZ2387;SPC NC - 231,754.318 670,736.186 MT 0.99992470 +0 23 26.1 EZ2387;SPC NC - 760,347.29 2,200,573.64 sFT 0.99992470 +0 23 26.1 EZ2387;UTM 17 - 3,969,207.705 741,768.308 MT 1.00032032 +1 34 04.6 EZ2387 EZ2387! - Elev Factor x Scale Factor = Combined Factor EZ2387!SPC NC - 0.99998920 x 0.99992470 = 0.99991390 EZ2387!UTM 17 - 0.99998920 x 1.00032032 = 1.00030952 EZ2387 EZ2387 SUPERSEDED SURVEY CONTROL EZ2387 EZ2387 NAD 27 - 35 50 13.62669(N) 078 19 24.83563(W) AD( ) 2 EZ2387 NGVD 29 (??/??/92) 103.065 (m) 338.14 (f) ADJ UNCH 2 2 EZ2387 EZ2387.Superseded values are not recommended for survey control. EZ2387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2387.See file dsdata.txt to determine how the superseded data were derived. EZ2387 EZ2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4176869208(NAD 83) EZ2387_MARKER: DE = TRAVERSE STATION DISK EZ2387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2387_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2387_STAMPING: WAKEFIELD X-RD 1976 EZ2387_MAGNETIC: N = NO MAGNETIC MATERIAL EZ2387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2387+STABILITY: SURFACE MOTION EZ2387 EZ2387 HISTORY - Date Condition Report By EZ2387 HISTORY - 1976 MONUMENTED NCGS EZ2387 HISTORY - 1976 GOOD NCGS EZ2387 HISTORY - 1976 GOOD NCGS EZ2387 HISTORY - 1987 GOOD USPSQD EZ2387 EZ2387 STATION DESCRIPTION EZ2387 EZ2387'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2387'WAKEFIELD X-RD IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ2387'ESTABLISHED IN THE VICINITY OF ZEBULON, NORTH CAROLINA. EZ2387' EZ2387'WAKEFIELD X-RD IS LOCATED APPROXIMATELY AT THE NORTH EDGE OF EZ2387'ZEBULON. TO REACH STATION FROM THE NC 96 OVERPASS OF U.S. 64 EZ2387'BYPASS AT NORTH EDGE OF ZEBULON, PROCEED NORTHWESTERLY ALONG EZ2387'NC 96 FOR 0.2 MILE TO STATION ON RIGHT, IN THE FRONT YARD OF EZ2387'ELTON ROBERTSONS ONE STORY BRICK RESIDENCE AND 0.15 MILE EZ2387'SOUTHEAST OF T INTERSECTION WITH SR 1001 (NE). EZ2387' EZ2387'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2387'WAKEFIELD X-RD 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE EZ2387'TOP OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2387' EZ2387'MARK IS 35.0 FT ENE OF C/L OF NC 96 EZ2387' EZ2387'45.2 FT NNW OF C/L OF DRIVEWAY LEADING TO ROBERTSON RESIDENCE EZ2387' EZ2387'103.6 FT WSW OF CENTER OF FRONT DOOR TO RESIDENCE EZ2387' EZ2387'30.3 FT S OF CENTER OF TOP OF RIGHT OF WAY MARKER EZ2387' EZ2387'67.9 FT NW OF POWER POLE WITH TRANSFORMER WITH ALUMINUM REF. TAG EZ2387' EZ2387'27.2 FT SSE OF T.P. WITH ALUMINUM REF. TAG EZ2387 EZ2387 STATION RECOVERY (1976) EZ2387 EZ2387'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 (JDB) EZ2387'STATION RECOVERED IN GOOD CONDITION. EZ2387 EZ2387 STATION RECOVERY (1976) EZ2387 EZ2387'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2387'1.0 MI NNW FROM ZEBULON. EZ2387'TO REACH STATION FROM THE NC 96 OVERPASS OF US 64 BYPASS AT NORTH EDGE EZ2387'OF ZEBULON, PROCEED NORTHWESTERLY ALONG NC 96 FOR 0.2 MILE TO STATION EZ2387'ON RIGHT, IN THE FRONT YARD OF ELTON ROBERTSONS ONE STORY BRICK EZ2387'RESIDENCE AND 0.15 MILE SOUTHEAST OF T INTERSECTION WITH SR 1001 (NE). EZ2387'35.0 FT. ENE OF CENTERLINE OF NC 96, 45.2 FT. NNW OF CENTERLINE OF EZ2387'DRIVEWAY LEADING TO ROBERTSON RESIDENCE, 103.6 FT. WSW OF CENTER OF EZ2387'FRONT DOOR TO RESIDENCE, 30.3 FT. S OF CENTER OF TOP OF RIGHT OF WAY EZ2387'MARKER, 67.9 FT. NW OF POWER POLE WITH TRANSFORMER AND ALUMINUM REF. EZ2387'TAG AND 27.2 FT. SSE OF TP WITH ALUMINUM REF. TAG. DISK IS SET IN EZ2387'CONCRETE CYLINDER, THE TOP OF WHICH IS FLUSH WITH THE SURFACE OF THE EZ2387'GROUND. EZ2387 EZ2387 STATION RECOVERY (1987) EZ2387 EZ2387'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ2387'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4412 *********************************************************************** EZ4412 DESIGNATION - WAKELON EZ4412 PID - EZ4412 EZ4412 STATE/COUNTY- NC/WAKE EZ4412 USGS QUAD - ZEBULON (1981) EZ4412 EZ4412 *CURRENT SURVEY CONTROL EZ4412 ___________________________________________________________________ EZ4412* NAD 83(1986)- 35 49 53.17921(N) 078 19 09.91292(W) ADJUSTED EZ4412* NAVD 88 - 101.8 (meters) 334. (feet) VERTCON EZ4412 ___________________________________________________________________ EZ4412 LAPLACE CORR- -3.95 (seconds) DEFLEC99 EZ4412 GEOID HEIGHT- -34.01 (meters) GEOID03 EZ4412 EZ4412 HORZ ORDER - SECOND EZ4412 EZ4412.The North Carolina HARNS have been completed but, EZ4412.due to contractual restrictions, coordinates for these stations EZ4412.will NOT be published in the near future. In the interim, the EZ4412.published coordinates in North Carolina will not be EZ4412.consistent with the Continuously Operating Reference Stations EZ4412.(CORS). The HARN coordinates for these stations are available EZ4412.upon request. Contact Gary Thompson(919-733-3836). EZ4412. EZ4412.In addition, the published North Carolina positions EZ4412.(NAD 83 (1986)) are NOT consistent with those determined in EZ4412.adjacent state readjustments. The discontinuity between stations EZ4412.located in North Carolina and those in adjacent states EZ4412.which have been adjusted to the HARN may be as much as 5 EZ4412.decimeters. This will result in a significant loss of accuracy EZ4412.over lines crossing such state borders. EZ4412 EZ4412 EZ4412.The horizontal coordinates were established by classical geodetic methods EZ4412.and adjusted by the National Geodetic Survey in July 1986. EZ4412 EZ4412.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4412 EZ4412.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4412 EZ4412.The geoid height was determined by GEOID03. EZ4412 EZ4412; North East Units Scale Factor Converg. EZ4412;SPC NC - 231,109.482 671,089.943 MT 0.99992366 +0 23 34.1 EZ4412;SPC NC - 758,231.69 2,201,734.25 sFT 0.99992366 +0 23 34.1 EZ4412;UTM 17 - 3,968,570.019 742,135.385 MT 1.00032251 +1 34 11.9 EZ4412 EZ4412! - Elev Factor x Scale Factor = Combined Factor EZ4412!SPC NC - 0.99998936 x 0.99992366 = 0.99991302 EZ4412!UTM 17 - 0.99998936 x 1.00032251 = 1.00031186 EZ4412 EZ4412 SUPERSEDED SURVEY CONTROL EZ4412 EZ4412 NAD 27 - 35 49 52.62497(N) 078 19 10.91488(W) AD( ) 2 EZ4412 NGVD 29 (07/19/86) 102.1 (m) 335. (f) VERT ANG EZ4412 EZ4412.Superseded values are not recommended for survey control. EZ4412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4412.See file dsdata.txt to determine how the superseded data were derived. EZ4412 EZ4412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4213568570(NAD 83) EZ4412_MARKER: DE = TRAVERSE STATION DISK EZ4412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4412_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4412_STAMPING: WAKELON 1969 EZ4412_MARK LOGO: NCGS EZ4412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4412+STABILITY: SURFACE MOTION EZ4412 EZ4412 HISTORY - Date Condition Report By EZ4412 HISTORY - 1969 MONUMENTED NCGS EZ4412 HISTORY - 1976 MARK NOT FOUND NGS EZ4412 EZ4412 STATION DESCRIPTION EZ4412 EZ4412'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ4412'WAKELON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ4412'IN THE VICINITY OF ZEBULON, NORTH CAROLINA. EZ4412' EZ4412'WAKELON IS LOCATED APPROXIMATELY 0.5 MILE NORTHWEST OF EZ4412'ZEBULON. TO REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 64, EZ4412'U.S. 264, NC 97 AND NC 96 IN ZEBULON, GO NORTHWEST ON NC 96 FOR EZ4412'0.5 MILE TO STATION ON LEFT AND IN FRONT OF WAKELON SCHOOL. EZ4412' EZ4412'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ4412'WAKELON 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ4412'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ4412' EZ4412'MARK IS EZ4412' EZ4412'24.6 FT SW OF C/L OF NC 96 (ARENDELL AVE.) EZ4412' EZ4412'47.9 FT NNW OF PP W/TRANSFORMER AND WITH ALUMINUM REF. TAG EZ4412' EZ4412'48.0 FT N OF NORTHERNMOST BRICK PILLAR AT S. EXIT OF WAKELON SCHOOL EZ4412' EZ4412'16.5 FT ENE OF 2ND 20 INCH OAK NORTH OF S EXIT OF WAKELON SCHOOL EZ4412' EZ4412'104.4 FT ESE OF S PILLAR OF WAKELON SCHOOL SIGN EZ4412' EZ4412'52.6 FT W OF TP WITH ALUMINUM REF. TAG EZ4412' EZ4412'87.8 FT SSE OF PP WITH ALUMINUM REF. TAG EZ4412 EZ4412 STATION RECOVERY (1976) EZ4412 EZ4412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (ACD) EZ4412'DESTROYED BY ROAD CONSTRUCTION. EZ4412' EZ4412'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN EZ4412'0.5 MILE NW OF ZEBULON. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6448 *********************************************************************** EZ6448 DESIGNATION - WALCRK EZ6448 PID - EZ6448 EZ6448 STATE/COUNTY- NC/WAKE EZ6448 USGS QUAD - RALEIGH WEST (1988) EZ6448 EZ6448 *CURRENT SURVEY CONTROL EZ6448 ___________________________________________________________________ EZ6448* NAD 83(1986)- 35 45 27.67856(N) 078 41 59.77616(W) ADJUSTED EZ6448* NAVD 88 - 110.642 (meters) 363.00 (feet) ADJUSTED EZ6448 ___________________________________________________________________ EZ6448 LAPLACE CORR- -6.70 (seconds) DEFLEC99 EZ6448 GEOID HEIGHT- -32.70 (meters) GEOID03 EZ6448 DYNAMIC HT - 110.546 (meters) 362.68 (feet) COMP EZ6448 MODELED GRAV- 979,762.4 (mgal) NAVD 88 EZ6448 EZ6448 HORZ ORDER - SECOND EZ6448 VERT ORDER - SECOND CLASS I EZ6448 EZ6448.The North Carolina HARNS have been completed but, EZ6448.due to contractual restrictions, coordinates for these stations EZ6448.will NOT be published in the near future. In the interim, the EZ6448.published coordinates in North Carolina will not be EZ6448.consistent with the Continuously Operating Reference Stations EZ6448.(CORS). The HARN coordinates for these stations are available EZ6448.upon request. Contact Gary Thompson(919-733-3836). EZ6448. EZ6448.In addition, the published North Carolina positions EZ6448.(NAD 83 (1986)) are NOT consistent with those determined in EZ6448.adjacent state readjustments. The discontinuity between stations EZ6448.located in North Carolina and those in adjacent states EZ6448.which have been adjusted to the HARN may be as much as 5 EZ6448.decimeters. This will result in a significant loss of accuracy EZ6448.over lines crossing such state borders. EZ6448 EZ6448 EZ6448.The horizontal coordinates were established by classical geodetic methods EZ6448.and adjusted by the National Geodetic Survey in March 1992. EZ6448 EZ6448.The orthometric height was determined by differential leveling EZ6448.and adjusted by the National Geodetic Survey in December 1991. EZ6448 EZ6448.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6448 EZ6448.The geoid height was determined by GEOID03. EZ6448 EZ6448.The dynamic height is computed by dividing the NAVD 88 EZ6448.geopotential number by the normal gravity value computed on the EZ6448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6448.degrees latitude (g = 980.6199 gals.). EZ6448 EZ6448.The modeled gravity was interpolated from observed gravity values. EZ6448 EZ6448; North East Units Scale Factor Converg. EZ6448;SPC NC - 222,757.422 636,736.011 MT 0.99991148 +0 10 23.5 EZ6448;SPC NC - 730,829.98 2,089,024.73 sFT 0.99991148 +0 10 23.5 EZ6448;UTM 17 - 3,959,512.942 707,949.296 MT 1.00013289 +1 20 40.4 EZ6448 EZ6448! - Elev Factor x Scale Factor = Combined Factor EZ6448!SPC NC - 0.99998777 x 0.99991148 = 0.99989925 EZ6448!UTM 17 - 0.99998777 x 1.00013289 = 1.00012066 EZ6448 EZ6448 SUPERSEDED SURVEY CONTROL EZ6448 EZ6448 NAVD 88 (03/04/92) 110.64 (m) 363.0 (f) LEVELING 3 EZ6448 EZ6448.Superseded values are not recommended for survey control. EZ6448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6448.See file dsdata.txt to determine how the superseded data were derived. EZ6448 EZ6448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0794959513(NAD 83) EZ6448_MARKER: DH = HORIZONTAL CONTROL DISK EZ6448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6448_SP_SET: CONCRETE POST EZ6448_STAMPING: WALCRK 1988 EZ6448_MARK LOGO: NCGS EZ6448_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6448+STABILITY: SURFACE MOTION EZ6448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6448+SATELLITE: SATELLITE OBSERVATIONS - 1988 EZ6448 EZ6448 HISTORY - Date Condition Report By EZ6448 HISTORY - 1988 MONUMENTED NCGS EZ6448 EZ6448 STATION DESCRIPTION EZ6448 EZ6448'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ6448'STATION IS LOCATED IN SOUTHWEST RALEIGH. EZ6448'ALONG GORMAN STREET FOR 0.65 KM (0.40 MI) NORTHEAST FROM THE I-40 EZ6448'OVERPASS AT THE WALNUT CREEK PARKWAY. EZ6448'STATION IS A STANDARD NCGS DISK STAMPED---WALCRK 1988---, SET IN TOP EZ6448'OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 8 CM BELOW EZ6448'GROUND SURFACE, AND IS 2 FEET BELOW GORMAN STREET. LOCATED 18.4 M EZ6448'(60.4 FT) WEST-NORTHWEST OF THE CENTERLINE OF GORMAN STREET, 16.0 M EZ6448'(52.5 FT) NORTH-NORTHEAST OF NORTHERN CURBING OF WALNUT CREEK EZ6448'PARKWAY, 14.2 M (46.6 FT) NORTH-NORTHEAST OF THE CENTER OF UTILITY EZ6448'ACCESS COVER, 6.3 M (20.7 FT) NORTH OF WATER VALVE COVER, 37.0 M EZ6448'(121.4 FT) SOUTHWEST OF NORTH END OF CURBING ALONG GORMAN STREET, EZ6448'AND 7.5 M (24.6 FT) SOUTH-SOUTHEAST OF 18-INCH POPLAR WITH A EZ6448'REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6622 *********************************************************************** EZ6622 DESIGNATION - WALK EZ6622 PID - EZ6622 EZ6622 STATE/COUNTY- NC/WAKE EZ6622 USGS QUAD - RALEIGH WEST (1988) EZ6622 EZ6622 *CURRENT SURVEY CONTROL EZ6622 ___________________________________________________________________ EZ6622* NAD 83(1986)- 35 47 50.59584(N) 078 37 46.55492(W) ADJUSTED EZ6622* NAVD 88 - 86.8 (meters) 285. (feet) VERTCON EZ6622 ___________________________________________________________________ EZ6622 LAPLACE CORR- -7.60 (seconds) DEFLEC99 EZ6622 GEOID HEIGHT- -32.91 (meters) GEOID03 EZ6622 EZ6622 HORZ ORDER - SECOND EZ6622 EZ6622.The North Carolina HARNS have been completed but, EZ6622.due to contractual restrictions, coordinates for these stations EZ6622.will NOT be published in the near future. In the interim, the EZ6622.published coordinates in North Carolina will not be EZ6622.consistent with the Continuously Operating Reference Stations EZ6622.(CORS). The HARN coordinates for these stations are available EZ6622.upon request. Contact Gary Thompson(919-733-3836). EZ6622. EZ6622.In addition, the published North Carolina positions EZ6622.(NAD 83 (1986)) are NOT consistent with those determined in EZ6622.adjacent state readjustments. The discontinuity between stations EZ6622.located in North Carolina and those in adjacent states EZ6622.which have been adjusted to the HARN may be as much as 5 EZ6622.decimeters. This will result in a significant loss of accuracy EZ6622.over lines crossing such state borders. EZ6622 EZ6622 EZ6622.The horizontal coordinates were established by classical geodetic methods EZ6622.and adjusted by the National Geodetic Survey in December 1992. EZ6622 EZ6622.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6622 EZ6622.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6622 EZ6622.The geoid height was determined by GEOID03. EZ6622 EZ6622; North East Units Scale Factor Converg. EZ6622;SPC NC - 227,183.321 643,080.366 MT 0.99991783 +0 12 49.6 EZ6622;SPC NC - 745,350.61 2,109,839.50 sFT 0.99991783 +0 12 49.6 EZ6622;UTM 17 - 3,964,068.780 714,203.241 MT 1.00016542 +1 23 13.3 EZ6622 EZ6622! - Elev Factor x Scale Factor = Combined Factor EZ6622!SPC NC - 0.99999155 x 0.99991783 = 0.99990938 EZ6622!UTM 17 - 0.99999155 x 1.00016542 = 1.00015697 EZ6622 EZ6622 SUPERSEDED SURVEY CONTROL EZ6622 EZ6622 NGVD 29 (12/28/92) 87.0 (m) 285. (f) VERT ANG EZ6622 EZ6622.Superseded values are not recommended for survey control. EZ6622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6622.See file dsdata.txt to determine how the superseded data were derived. EZ6622 EZ6622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1420364069(NAD 83) EZ6622_MARKER: DE = TRAVERSE STATION DISK EZ6622_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE EZ6622_MAGNETIC: N = NO MAGNETIC MATERIAL EZ6622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6622+STABILITY: SURFACE MOTION EZ6622 EZ6622 HISTORY - Date Condition Report By EZ6622 HISTORY - 1983 MONUMENTED NCGS EZ6622 HISTORY - 19871013 MARK NOT FOUND NCGS EZ6622 HISTORY - 20040520 MARK NOT FOUND USPSQD EZ6622 EZ6622 STATION DESCRIPTION EZ6622 EZ6622'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG) EZ6622'THE STATION IS LOCATED ABOUT 2.1 KM (1.3 MI) EZ6622'NORTH-NORTHEAST OF THE STATE CAPITOL IN RALEIGH. EZ6622' EZ6622'TO REACH THE STATION FROM THE WAKE FOREST ROAD UNDERPASS OF EZ6622'DOWNTOWN BOULEVARD, GO SOUTHWEST FOR 0.6 KM (0.4 MI) ON WAKE FOREST EZ6622'ROAD TO STATION IN CONCRETE CURB IN FRONT OF HOUSE NUMBER 1319. EZ6622' EZ6622'THE STATION IS A STANDARD NCGS DISK EZ6622'STAMPED---WALK 1983---, EZ6622'SET INTO A DRILLED HOLE, EZ6622'7.19 METERS (23.6 FT) NORTHWEST FROM THE CENTERLINE OF ROAD, EZ6622'10.73 METERS (35.2 FT) SOUTH FROM A METAL FENCE POST, EZ6622'1.22 METERS (4.0 FT) SOUTHEAST FROM THE EAST EDGE OF SIDEWALK, EZ6622'25.79 METERS (84.6 FT) SOUTH-SOUTHWEST FROM A TELEPHONE (CYLEX) EZ6622'WITH REFERENCE TAG, EZ6622'11.43 METERS (37.5 FT) NORTHEAST FROM THE CENTER OF A MANHOLE COVER. EZ6622' EZ6622'MARK IS LEVEL WITH STREET. EZ6622 EZ6622 STATION RECOVERY (1987) EZ6622 EZ6622'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ6622'SIDEWALK IS GONE, BUT THE CURB SEEMS TO BE IN THE SAME PLACE. MARK EZ6622'HAS PROBABLY BEEN LOST. EZ6622 EZ6622 STATION RECOVERY (2004) EZ6622 EZ6622'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ6622'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5440 *********************************************************************** EZ5440 DESIGNATION - WALKER EZ5440 PID - EZ5440 EZ5440 STATE/COUNTY- NC/WAKE EZ5440 USGS QUAD - CARY (1993) EZ5440 EZ5440 *CURRENT SURVEY CONTROL EZ5440 ___________________________________________________________________ EZ5440* NAD 83(1986)- 35 46 56.91492(N) 078 46 38.42237(W) ADJUSTED EZ5440* NAVD 88 - 146.2 (meters) 480. (feet) VERTCON EZ5440 ___________________________________________________________________ EZ5440 LAPLACE CORR- -6.46 (seconds) DEFLEC99 EZ5440 GEOID HEIGHT- -32.32 (meters) GEOID03 EZ5440 EZ5440 HORZ ORDER - SECOND EZ5440 EZ5440.The North Carolina HARNS have been completed but, EZ5440.due to contractual restrictions, coordinates for these stations EZ5440.will NOT be published in the near future. In the interim, the EZ5440.published coordinates in North Carolina will not be EZ5440.consistent with the Continuously Operating Reference Stations EZ5440.(CORS). The HARN coordinates for these stations are available EZ5440.upon request. Contact Gary Thompson(919-733-3836). EZ5440. EZ5440.In addition, the published North Carolina positions EZ5440.(NAD 83 (1986)) are NOT consistent with those determined in EZ5440.adjacent state readjustments. The discontinuity between stations EZ5440.located in North Carolina and those in adjacent states EZ5440.which have been adjusted to the HARN may be as much as 5 EZ5440.decimeters. This will result in a significant loss of accuracy EZ5440.over lines crossing such state borders. EZ5440 EZ5440 EZ5440.The horizontal coordinates were established by classical geodetic methods EZ5440.and adjusted by the National Geodetic Survey in July 1986. EZ5440 EZ5440.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5440 EZ5440.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5440 EZ5440.The geoid height was determined by GEOID03. EZ5440 EZ5440; North East Units Scale Factor Converg. EZ5440;SPC NC - 225,489.081 629,730.375 MT 0.99991539 +0 07 42.6 EZ5440;SPC NC - 739,792.09 2,066,040.41 sFT 0.99991539 +0 07 42.6 EZ5440;UTM 17 - 3,962,101.327 700,887.854 MT 1.00009731 +1 18 00.2 EZ5440 EZ5440! - Elev Factor x Scale Factor = Combined Factor EZ5440!SPC NC - 0.99998212 x 0.99991539 = 0.99989751 EZ5440!UTM 17 - 0.99998212 x 1.00009731 = 1.00007943 EZ5440 EZ5440: Primary Azimuth Mark Grid Az EZ5440:SPC NC - PEELE 132 20 53.7 EZ5440:UTM 17 - PEELE 131 10 36.1 EZ5440 EZ5440|---------------------------------------------------------------------| EZ5440| PID Reference Object Distance Geod. Az | EZ5440| dddmmss.s | EZ5440| EZ5438 PEELE APPROX. 0.6 KM 1322836.3 | EZ5440| EZ5441 WALNUT 233.597 METERS 26832 | EZ5440|---------------------------------------------------------------------| EZ5440 EZ5440 SUPERSEDED SURVEY CONTROL EZ5440 EZ5440 NAD 27 - 35 46 56.37353(N) 078 46 39.40480(W) AD( ) 2 EZ5440 NGVD 29 (07/19/86) 146.5 (m) 481. (f) VERT ANG EZ5440 EZ5440.Superseded values are not recommended for survey control. EZ5440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5440.See file dsdata.txt to determine how the superseded data were derived. EZ5440 EZ5440_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0088862101(NAD 83) EZ5440_MARKER: DE = TRAVERSE STATION DISK EZ5440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5440_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5440_STAMPING: WALKER 1965 EZ5440_MARK LOGO: NCGS EZ5440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5440+STABILITY: SURFACE MOTION EZ5440 EZ5440 HISTORY - Date Condition Report By EZ5440 HISTORY - 1965 MONUMENTED NCGS EZ5440 EZ5440 STATION DESCRIPTION EZ5440 EZ5440'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ5440'WALKER IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5440'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5440' EZ5440'WALKER IS 0.4 MILES SE OF CARY. LOCATED 0.1 MILE E ALONG WALNUT EZ5440'ST. (SR 1313) FROM BREEZE RD. (SR 1300). 2.5 MILES NW OF EZ5440'BRIDGE OVER U.S. 1. 1.25 MILES NW OF CARY HIGH SCHOOL. ON EZ5440'N SIDE OF WALNUT ST. AT A CURVE IN ROAD. AND 2 FT N OF CURB. EZ5440' EZ5440'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5440'WALKER 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5440'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5440' EZ5440'MARK IS EZ5440' EZ5440'24.6 FT N OF C/L OF WALNUT ST. EZ5440' EZ5440'27.3 FT SE OF 40 INCH OAK TREE WITH ALUMINUM REF. TAG EZ5440' EZ5440'37.0 FT S OF 30 INCH ELM TREE WITH ALUMINUM REF. TAG EZ5440' EZ5440'15.8 FT S OF MANHOLE COVER EZ5440' EZ5440'31.4 FT SW OF 18 INCH WHITE OAK TREE WITH ALUMINUM REF. TAG EZ5440' EZ5440'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1906 *********************************************************************** EZ1906 DESIGNATION - WALKOVER EZ1906 PID - EZ1906 EZ1906 STATE/COUNTY- NC/WAKE EZ1906 USGS QUAD - ROLESVILLE (1993) EZ1906 EZ1906 *CURRENT SURVEY CONTROL EZ1906 ___________________________________________________________________ EZ1906* NAD 83(1986)- 35 59 25.85452(N) 078 29 47.33761(W) ADJUSTED EZ1906* NAVD 88 - 132.181 (meters) 433.66 (feet) ADJUSTED EZ1906 ___________________________________________________________________ EZ1906 LAPLACE CORR- -7.18 (seconds) DEFLEC99 EZ1906 GEOID HEIGHT- -32.94 (meters) GEOID03 EZ1906 DYNAMIC HT - 132.069 (meters) 433.30 (feet) COMP EZ1906 MODELED GRAV- 979,784.3 (mgal) NAVD 88 EZ1906 EZ1906 HORZ ORDER - SECOND EZ1906 VERT ORDER - FIRST CLASS II EZ1906 EZ1906.The North Carolina HARNS have been completed but, EZ1906.due to contractual restrictions, coordinates for these stations EZ1906.will NOT be published in the near future. In the interim, the EZ1906.published coordinates in North Carolina will not be EZ1906.consistent with the Continuously Operating Reference Stations EZ1906.(CORS). The HARN coordinates for these stations are available EZ1906.upon request. Contact Gary Thompson(919-733-3836). EZ1906. EZ1906.In addition, the published North Carolina positions EZ1906.(NAD 83 (1986)) are NOT consistent with those determined in EZ1906.adjacent state readjustments. The discontinuity between stations EZ1906.located in North Carolina and those in adjacent states EZ1906.which have been adjusted to the HARN may be as much as 5 EZ1906.decimeters. This will result in a significant loss of accuracy EZ1906.over lines crossing such state borders. EZ1906 EZ1906 EZ1906.The horizontal coordinates were established by classical geodetic methods EZ1906.and adjusted by the National Geodetic Survey in July 1986. EZ1906 EZ1906.The orthometric height was determined by differential leveling EZ1906.and adjusted by the National Geodetic Survey in June 1991. EZ1906 EZ1906.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1906 EZ1906.The geoid height was determined by GEOID03. EZ1906 EZ1906.The dynamic height is computed by dividing the NAVD 88 EZ1906.geopotential number by the normal gravity value computed on the EZ1906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1906.degrees latitude (g = 980.6199 gals.). EZ1906 EZ1906.The modeled gravity was interpolated from observed gravity values. EZ1906 EZ1906; North East Units Scale Factor Converg. EZ1906;SPC NC - 248,663.475 655,003.424 MT 0.99995560 +0 17 26.2 EZ1906;SPC NC - 815,823.42 2,148,957.07 sFT 0.99995560 +0 17 26.2 EZ1906;UTM 17 - 3,985,795.005 725,685.487 MT 1.00022764 +1 28 18.5 EZ1906 EZ1906! - Elev Factor x Scale Factor = Combined Factor EZ1906!SPC NC - 0.99998442 x 0.99995560 = 0.99994002 EZ1906!UTM 17 - 0.99998442 x 1.00022764 = 1.00021206 EZ1906 EZ1906: Primary Azimuth Mark Grid Az EZ1906:SPC NC - DIM RM 039 32 16.2 EZ1906:UTM 17 - DIM RM 038 21 23.9 EZ1906 EZ1906|---------------------------------------------------------------------| EZ1906| PID Reference Object Distance Geod. Az | EZ1906| dddmmss.s | EZ1906| EZ1904 DIM RM APPROX. 0.7 KM 0394942.4 | EZ1906| EZ1907 WHIPER 368.615 METERS 23112 | EZ1906|---------------------------------------------------------------------| EZ1906 EZ1906 SUPERSEDED SURVEY CONTROL EZ1906 EZ1906 NAD 27 - 35 59 25.30772(N) 078 29 48.33837(W) AD( ) 2 EZ1906 NGVD 29 (03/05/92) 132.457 (m) 434.57 (f) ADJUSTED 1 2 EZ1906 EZ1906.Superseded values are not recommended for survey control. EZ1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1906.See file dsdata.txt to determine how the superseded data were derived. EZ1906 EZ1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2568585795(NAD 83) EZ1906_MARKER: DE = TRAVERSE STATION DISK EZ1906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1906_SP_SET: CONCRETE POST EZ1906_STAMPING: WALKOVER 1978 EZ1906_MARK LOGO: NCGS EZ1906_PROJECTION: RECESSED 5 CENTIMETERS EZ1906_MAGNETIC: N = NO MAGNETIC MATERIAL EZ1906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1906+STABILITY: SURFACE MOTION EZ1906 EZ1906 HISTORY - Date Condition Report By EZ1906 HISTORY - 1978 MONUMENTED NCGS EZ1906 HISTORY - 1980 GOOD NCGS EZ1906 HISTORY - 20041128 MARK NOT FOUND USPSQD EZ1906 EZ1906 STATION DESCRIPTION EZ1906 EZ1906'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ1906'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF WAKE FOREST. EZ1906' EZ1906'TO REACH THE STATION FROM THE INTERSECTION OF NC 98 WITH WHITE STREET EZ1906'(SR 1941) IN WAKE FOREST, PROCEED NORTHEASTERLY ALONG WHITE STREET FOR EZ1906'1.1 MILE TO STATION ON THE LEFT IN RAILROAD BED, APPROXIMATELY 60 EZ1906'FEET EAST OF A PEDESTRIAN CROSSWALK OVER RAILROAD TRACKS AND 0.15 MILE EZ1906'NORTHEAST OF T INTERSECTION WITH SR 1934 (WEST). EZ1906' EZ1906'STATION MARK IS A STANDARD DISK STAMPED---WALKOVER 1978---SET IN THE EZ1906'TOP OF A CONCRETE CYLINDER WHICH IS 2 INCHES BELOW THE GROUND SURFACE. EZ1906'THE MARK IS 54.2 FEET NORTHWEST OF THE CENTERLINE OF SR 1941, 12.6 EZ1906'FEET SOUTHEAST OF SOUTHEAST RAIL OF RAILROAD, 23.1 FEET NORTH- EZ1906'NORTHEAST OF TELEGRAPH POLE WITH REFERENCE TAG, 54.5 FEET WEST OF EZ1906'TELEPHONE POLE WITH REFERENCE TAG AND 64.2 FEET SOUTH OF TELEGRAPH EZ1906'POLE WITH REFERENCE TAG. EZ1906 EZ1906 STATION RECOVERY (1980) EZ1906 EZ1906'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ1906'1.1 MI NE FROM WAKE FOREST. EZ1906'1.1 MILES NORTHEAST ALONG SR 1941 (WHITE STREET) FROM INTERSECTION EZ1906'WITH N.C. 98 IN WAKE FOREST, 0.1 MILE NORTHEAST OF A CITY EZ1906'LIMIT SIGN, AT A PEDESTRIAN WALKOVER OF RAILROAD, 54.2 FEET EZ1906'NORTHWEST OF CENTERLINE OF ROAD, 12.6 FEET SOUTHEAST OF SOUTHEAST EZ1906'RAIL OF RAILROAD, 23.1 FEET NORTHEAST OF TELEGRAPH POLE WITH EZ1906'REFERENCE TAG, 64.2 FEET SOUTH OF TELEGRAPH POLE WITH REFERENCE EZ1906'TAG AND 54.5 FEET WEST OF TELEPHONE POLE WITH REFERENCE TAG. EZ1906'THE MARK IS 5 FT ABOVE ROAD. EZ1906 EZ1906 STATION RECOVERY (2004) EZ1906 EZ1906'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ1906'MARK NOT FOUND 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4450 *********************************************************************** EZ4450 DESIGNATION - WALLS EZ4450 PID - EZ4450 EZ4450 STATE/COUNTY- NC/WAKE EZ4450 USGS QUAD - KNIGHTDALE (1993) EZ4450 EZ4450 *CURRENT SURVEY CONTROL EZ4450 ___________________________________________________________________ EZ4450* NAD 83(1986)- 35 47 05.32854(N) 078 29 10.32866(W) ADJUSTED EZ4450* NAVD 88 - 94.4 (meters) 310. (feet) VERTCON EZ4450 ___________________________________________________________________ EZ4450 LAPLACE CORR- -6.45 (seconds) DEFLEC99 EZ4450 GEOID HEIGHT- -33.58 (meters) GEOID03 EZ4450 EZ4450 HORZ ORDER - SECOND EZ4450 EZ4450.The North Carolina HARNS have been completed but, EZ4450.due to contractual restrictions, coordinates for these stations EZ4450.will NOT be published in the near future. In the interim, the EZ4450.published coordinates in North Carolina will not be EZ4450.consistent with the Continuously Operating Reference Stations EZ4450.(CORS). The HARN coordinates for these stations are available EZ4450.upon request. Contact Gary Thompson(919-733-3836). EZ4450. EZ4450.In addition, the published North Carolina positions EZ4450.(NAD 83 (1986)) are NOT consistent with those determined in EZ4450.adjacent state readjustments. The discontinuity between stations EZ4450.located in North Carolina and those in adjacent states EZ4450.which have been adjusted to the HARN may be as much as 5 EZ4450.decimeters. This will result in a significant loss of accuracy EZ4450.over lines crossing such state borders. EZ4450 EZ4450 EZ4450.The horizontal coordinates were established by classical geodetic methods EZ4450.and adjusted by the National Geodetic Survey in July 1986. EZ4450 EZ4450.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4450 EZ4450.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4450 EZ4450.The geoid height was determined by GEOID03. EZ4450 EZ4450; North East Units Scale Factor Converg. EZ4450;SPC NC - 225,846.000 656,048.512 MT 0.99991577 +0 17 47.6 EZ4450;SPC NC - 740,963.08 2,152,385.83 sFT 0.99991577 +0 17 47.6 EZ4450;UTM 17 - 3,962,997.052 727,199.742 MT 1.00023613 +1 28 14.0 EZ4450 EZ4450! - Elev Factor x Scale Factor = Combined Factor EZ4450!SPC NC - 0.99999045 x 0.99991577 = 0.99990622 EZ4450!UTM 17 - 0.99999045 x 1.00023613 = 1.00022658 EZ4450 EZ4450 SUPERSEDED SURVEY CONTROL EZ4450 EZ4450 NAD 27 - 35 47 04.78830(N) 078 29 11.31911(W) AD( ) 2 EZ4450 NGVD 29 (07/19/86) 94.7 (m) 311. (f) VERT ANG EZ4450 EZ4450.Superseded values are not recommended for survey control. EZ4450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4450.See file dsdata.txt to determine how the superseded data were derived. EZ4450 EZ4450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2720062997(NAD 83) EZ4450_MARKER: DE = TRAVERSE STATION DISK EZ4450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4450_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4450_STAMPING: WALLS 1965 EZ4450_MARK LOGO: NCGS EZ4450_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ4450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4450+STABILITY: SURFACE MOTION EZ4450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ4450+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2005 EZ4450 EZ4450 HISTORY - Date Condition Report By EZ4450 HISTORY - 1965 MONUMENTED NCGS EZ4450 HISTORY - 19931108 GOOD NCGS EZ4450 HISTORY - 20050205 GOOD GEOCAC EZ4450 EZ4450 STATION DESCRIPTION EZ4450 EZ4450'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ4450'WALLS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ4450'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ4450' EZ4450'WALLS IS 8.55 MILES E OF RALEIGH AND 0.6 MILES SW OF EZ4450'KNIGHTDALE. LOCATED 0.35 MILES SW ALONG SR 2049 FROM SR 2233 IN EZ4450'KNIGHTDALE. 0.1 MILE SW OF SR 2563 AT WALLS IMPLEMENT CO. 0.55 EZ4450'MILES NE OF SR 2515. ON E SIDE OF SR 2049 ON DITCH BANK EZ4450'APPROXIMATELY 200 FT S OF RR CROSSING. EZ4450' EZ4450'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ4450'WALLS 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ4450'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ4450' EZ4450'MARK IS EZ4450' EZ4450'19.3 FT E OF C/L OF SR 2049 EZ4450' EZ4450'9.9 FT SE OF RR SIGN WITH ALUMINUM REF. TAG EZ4450' EZ4450'18.0 FT E OF YELLOW ARROW PAINTED ON SR 2049 EZ4450' EZ4450'70.6 FT N OF TELEPHONE BOX EZ4450' EZ4450'65.7 FT SW OF TP 5 WITH ALUMINUM REF. TAG EZ4450' EZ4450'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ4450 EZ4450 STATION RECOVERY (1993) EZ4450 EZ4450'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB) EZ4450'RECOVERED AS DESCRIBED. MARK IS LOCATED ABOUT 400 FT (121.9 M) SOUTH EZ4450'OF A RAILROAD CROSSING, 27.4 FT (8.4 M) EAST OF THE CENTERLINE OF SR EZ4450'2049, 174.3 FT (53.1 M) SOUTHWEST OF A FIRE HYDRANT--AND 68.1 FT (20.8 EZ4450'M) WEST OF A TELEPHONE POLE, 13.7 FT (4.2 M) WEST-NORTHWEST OF A FENCE EZ4450'POST--BOTH WITH REFERENCE TAGS. EZ4450 EZ4450 STATION RECOVERY (2005) EZ4450 EZ4450'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ4450'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5441 *********************************************************************** EZ5441 DESIGNATION - WALNUT EZ5441 PID - EZ5441 EZ5441 STATE/COUNTY- NC/WAKE EZ5441 USGS QUAD - CARY (1993) EZ5441 EZ5441 *CURRENT SURVEY CONTROL EZ5441 ___________________________________________________________________ EZ5441* NAD 83(1986)- 35 46 56.72094(N) 078 46 47.72078(W) ADJUSTED EZ5441* NAVD 88 - 155.7 (meters) 511. (feet) VERTCON EZ5441 ___________________________________________________________________ EZ5441 LAPLACE CORR- -6.38 (seconds) DEFLEC99 EZ5441 GEOID HEIGHT- -32.31 (meters) GEOID03 EZ5441 EZ5441 HORZ ORDER - SECOND EZ5441 EZ5441.The North Carolina HARNS have been completed but, EZ5441.due to contractual restrictions, coordinates for these stations EZ5441.will NOT be published in the near future. In the interim, the EZ5441.published coordinates in North Carolina will not be EZ5441.consistent with the Continuously Operating Reference Stations EZ5441.(CORS). The HARN coordinates for these stations are available EZ5441.upon request. Contact Gary Thompson(919-733-3836). EZ5441. EZ5441.In addition, the published North Carolina positions EZ5441.(NAD 83 (1986)) are NOT consistent with those determined in EZ5441.adjacent state readjustments. The discontinuity between stations EZ5441.located in North Carolina and those in adjacent states EZ5441.which have been adjusted to the HARN may be as much as 5 EZ5441.decimeters. This will result in a significant loss of accuracy EZ5441.over lines crossing such state borders. EZ5441 EZ5441 EZ5441.The horizontal coordinates were established by classical geodetic methods EZ5441.and adjusted by the National Geodetic Survey in March 1998. EZ5441 EZ5441.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5441 EZ5441.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5441 EZ5441.The geoid height was determined by GEOID03. EZ5441 EZ5441; North East Units Scale Factor Converg. EZ5441;SPC NC - 225,482.583 629,496.887 MT 0.99991538 +0 07 37.3 EZ5441;SPC NC - 739,770.77 2,065,274.37 sFT 0.99991538 +0 07 37.3 EZ5441;UTM 17 - 3,962,090.054 700,654.506 MT 1.00009615 +1 17 54.7 EZ5441 EZ5441! - Elev Factor x Scale Factor = Combined Factor EZ5441!SPC NC - 0.99998063 x 0.99991538 = 0.99989601 EZ5441!UTM 17 - 0.99998063 x 1.00009615 = 1.00007677 EZ5441 EZ5441 SUPERSEDED SURVEY CONTROL EZ5441 EZ5441 NAD 83(1986)- 35 46 56.72037(N) 078 46 47.72035(W) AD( ) 2 EZ5441 NAD 27 - 35 46 56.17940(N) 078 46 48.70164(W) AD( ) 2 EZ5441 NGVD 29 (07/19/86) 156.0 (m) 512. (f) VERT ANG EZ5441 EZ5441.Superseded values are not recommended for survey control. EZ5441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5441.See file dsdata.txt to determine how the superseded data were derived. EZ5441 EZ5441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0065562090(NAD 83) EZ5441_MARKER: DE = TRAVERSE STATION DISK EZ5441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5441_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5441_STAMPING: WALNUT 1965 EZ5441_MARK LOGO: NCGS EZ5441_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ5441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5441+STABILITY: SURFACE MOTION EZ5441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5441+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2003 EZ5441 EZ5441 HISTORY - Date Condition Report By EZ5441 HISTORY - 1965 MONUMENTED NCGS EZ5441 HISTORY - 1987 GOOD USPSQD EZ5441 HISTORY - 19931020 GOOD NCGS EZ5441 HISTORY - 20030307 GOOD USPSQD EZ5441 HISTORY - 20050614 GOOD GEOCAC EZ5441 EZ5441 STATION DESCRIPTION EZ5441 EZ5441'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ5441'WALNUT IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5441'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5441' EZ5441'WALNUT IS 0.3 MILES SSE OF CARY. LOCATED ALONG WALNUT EZ5441'ST.. 1.25 MILES NW OF CARY HIGH SCHOOL. 0.4 MILES SE OF EZ5441'INTERSECTION OF ACADEMY ST. AND EAST CHATHAM ST.. APPROXIMATELY EZ5441'100 FT E OF INTERSECTION OF WALNUT ST. AND BREEZE RD.. ON S EZ5441'SIDE OF WALNUT ST. IN YARD OF LARGE WHITE HOUSE ON CORNER OF EZ5441'WALNUT AND BREEZE ST. EZ5441' EZ5441'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5441'WALNUT 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ5441'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5441' EZ5441'MARK IS EZ5441' EZ5441'24.2 FT S OF C/L OF WALNUT ST. EZ5441' EZ5441'17.7 FT W OF 20 INCH MAPLE TREE WITH ALUMINUM REF. TAG EZ5441' EZ5441'13.9 FT N OF 24 INCH MAPLE TREE WITH ALUMINUM REF. TAG EZ5441' EZ5441'35.1 FT E OF 32 INCH MAPLE TREE WITH ALUMINUM REF. TAG EZ5441' EZ5441'5.5 FT NE OF WATER METER EZ5441' EZ5441'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ5441 EZ5441 STATION RECOVERY (1987) EZ5441 EZ5441'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) EZ5441'RECOVERED IN GOOD CONDITION. EZ5441 EZ5441 STATION RECOVERY (1993) EZ5441 EZ5441'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB) EZ5441'RECOVERED AS DESCRIBED. BREEZE STREET IS KILDAIRE FARM ROAD AND THE EZ5441'HOUSE IS NOW GRAY. THE 32-INCH REFERENCED MAPLE IS GONE. MARK IS EZ5441'LOCATED 2.0 FT (0.6 M) SOUTH OF THE CURB, 50.7 FT (15.5 M) EZ5441'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A PORCH BRICK FOUNDATION, EZ5441'6.4 FT (2.0 M) EAST-NORTHEAST OF A WATER METER--AND 17.3 FT (5.3 M) EZ5441'EAST-NORTHEAST OF A 20-INCH MAPLE, 11.5 FT (3.5 M) NORTHWEST OF AN EZ5441'18-INCH MAPLE--BOTH WITH REFERENCE TAGS. EZ5441 EZ5441 STATION RECOVERY (2003) EZ5441 EZ5441'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ5441'RECOVERED IN GOOD CONDITION. EZ5441 EZ5441 STATION RECOVERY (2005) EZ5441 EZ5441'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ5441'RECOVERED AS DESCRIBED, EXCEPT 18-INCH MAPLE HAS BEEN REMOVED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7348 *********************************************************************** AE7348 DESIGNATION - WARD AE7348 PID - AE7348 AE7348 STATE/COUNTY- NC/WAKE AE7348 USGS QUAD - BAYLEAF (1987) AE7348 AE7348 *CURRENT SURVEY CONTROL AE7348 ___________________________________________________________________ AE7348* NAD 83(1986)- 35 54 52.69924(N) 078 43 39.76617(W) ADJUSTED AE7348* NAVD 88 - 160.1 (meters) 525. (feet) VERTCON AE7348 ___________________________________________________________________ AE7348 LAPLACE CORR- -7.27 (seconds) DEFLEC99 AE7348 GEOID HEIGHT- -32.19 (meters) GEOID03 AE7348 AE7348 HORZ ORDER - SECOND AE7348 AE7348.The North Carolina HARNS have been completed but, AE7348.due to contractual restrictions, coordinates for these stations AE7348.will NOT be published in the near future. In the interim, the AE7348.published coordinates in North Carolina will not be AE7348.consistent with the Continuously Operating Reference Stations AE7348.(CORS). The HARN coordinates for these stations are available AE7348.upon request. Contact Gary Thompson(919-733-3836). AE7348. AE7348.In addition, the published North Carolina positions AE7348.(NAD 83 (1986)) are NOT consistent with those determined in AE7348.adjacent state readjustments. The discontinuity between stations AE7348.located in North Carolina and those in adjacent states AE7348.which have been adjusted to the HARN may be as much as 5 AE7348.decimeters. This will result in a significant loss of accuracy AE7348.over lines crossing such state borders. AE7348 AE7348 AE7348.The horizontal coordinates were established by classical geodetic methods AE7348.and adjusted by the National Geodetic Survey in March 1998. AE7348 AE7348.The NAVD 88 height was computed by applying the VERTCON shift value to AE7348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7348 AE7348.The Laplace correction was computed from DEFLEC99 derived deflections. AE7348 AE7348.The geoid height was determined by GEOID03. AE7348 AE7348; North East Units Scale Factor Converg. AE7348;SPC NC - 240,163.367 634,176.546 MT 0.99993940 +0 09 25.8 AE7348;SPC NC - 787,935.98 2,080,627.55 sFT 0.99993940 +0 09 25.8 AE7348;UTM 17 - 3,976,866.284 705,033.224 MT 1.00011803 +1 20 00.0 AE7348 AE7348! - Elev Factor x Scale Factor = Combined Factor AE7348!SPC NC - 0.99997993 x 0.99993940 = 0.99991933 AE7348!UTM 17 - 0.99997993 x 1.00011803 = 1.00009796 AE7348 AE7348 SUPERSEDED SURVEY CONTROL AE7348 AE7348 NGVD 29 (03/10/98) 160.3 (m) 526. (f) VERT ANG AE7348 AE7348.Superseded values are not recommended for survey control. AE7348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7348.See file dsdata.txt to determine how the superseded data were derived. AE7348 AE7348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0503376866(NAD 83) AE7348_MARKER: DH = HORIZONTAL CONTROL DISK AE7348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7348_STAMPING: WARD 1986 AE7348_MARK LOGO: NCGS AE7348_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7348+STABILITY: SURFACE MOTION AE7348 AE7348 HISTORY - Date Condition Report By AE7348 HISTORY - 1986 MONUMENTED NCGS AE7348 AE7348 STATION DESCRIPTION AE7348 AE7348'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7348'STATION IS LOCATED ABOUT 16.9 KM (10.50 MI) NORTH-NORTHWEST OF CAPITOL AE7348'SQUARE (IN RALEIGH), IN LEESVILLE COMMUNITY. ALONG SR 1829 (LEESVILLE AE7348'ROAD) FOR 1.0 KM (0.60 MI) NORTH FROM THE T-JUNCTION OF LEESVILLE AND AE7348'STRICKLAND ROADS, OR 0.2 KM (0.10 MI) SOUTH OF SR 3299 (FARMRIDGE AE7348'ROAD), AND IN THE CURVE, ON THE PROLONGATION OF THE EAST SIDE OF AE7348'RANDALL WARDS 2-STORY HOUSE (NOW USED AS STORAGE BARN). MARK IS FLUSH AE7348'WITH GROUND AND LEVEL WITH ROAD. LOCATED 8.7 M (28.5 FT) EAST OF THE AE7348'CENTERLINE OF THE ROAD, 21.9 M (71.9 FT) NORTH OF A FIRE HYDRANT, 21.9 AE7348'M (71.9 FT) SOUTH-SOUTHEAST OF A T-FENCE CORNER, 38.8 M (127.3 FT) AE7348'SOUTH OF THE SOUTHEAST CORNER OF A PORCH OF THE HOUSE, AND 0.9 M (3.0 AE7348'FT) WEST-SOUTHWEST OF A RAIL FENCE LINE POST WITH REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2411 *********************************************************************** EZ2411 DESIGNATION - WARREN EZ2411 PID - EZ2411 EZ2411 STATE/COUNTY- NC/WAKE EZ2411 USGS QUAD - ROLESVILLE (1993) EZ2411 EZ2411 *CURRENT SURVEY CONTROL EZ2411 ___________________________________________________________________ EZ2411* NAD 83(1986)- 35 56 34.77966(N) 078 25 29.95847(W) ADJUSTED EZ2411* NAVD 88 - 120.786 (meters) 396.28 (feet) ADJUSTED EZ2411 ___________________________________________________________________ EZ2411 LAPLACE CORR- -6.90 (seconds) DEFLEC99 EZ2411 GEOID HEIGHT- -33.38 (meters) GEOID03 EZ2411 DYNAMIC HT - 120.682 (meters) 395.94 (feet) COMP EZ2411 MODELED GRAV- 979,769.3 (mgal) NAVD 88 EZ2411 EZ2411 HORZ ORDER - SECOND EZ2411 VERT ORDER - SECOND CLASS II EZ2411 EZ2411.The North Carolina HARNS have been completed but, EZ2411.due to contractual restrictions, coordinates for these stations EZ2411.will NOT be published in the near future. In the interim, the EZ2411.published coordinates in North Carolina will not be EZ2411.consistent with the Continuously Operating Reference Stations EZ2411.(CORS). The HARN coordinates for these stations are available EZ2411.upon request. Contact Gary Thompson(919-733-3836). EZ2411. EZ2411.In addition, the published North Carolina positions EZ2411.(NAD 83 (1986)) are NOT consistent with those determined in EZ2411.adjacent state readjustments. The discontinuity between stations EZ2411.located in North Carolina and those in adjacent states EZ2411.which have been adjusted to the HARN may be as much as 5 EZ2411.decimeters. This will result in a significant loss of accuracy EZ2411.over lines crossing such state borders. EZ2411 EZ2411 EZ2411.The horizontal coordinates were established by classical geodetic methods EZ2411.and adjusted by the National Geodetic Survey in July 1986. EZ2411 EZ2411.The orthometric height was determined by differential leveling EZ2411.and adjusted by the National Geodetic Survey in June 1991. EZ2411 EZ2411.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2411 EZ2411.The geoid height was determined by GEOID03. EZ2411 EZ2411.The dynamic height is computed by dividing the NAVD 88 EZ2411.geopotential number by the normal gravity value computed on the EZ2411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2411.degrees latitude (g = 980.6199 gals.). EZ2411 EZ2411.The modeled gravity was interpolated from observed gravity values. EZ2411 EZ2411; North East Units Scale Factor Converg. EZ2411;SPC NC - 243,426.014 661,480.536 MT 0.99994525 +0 19 54.8 EZ2411;SPC NC - 798,640.18 2,170,207.39 sFT 0.99994525 +0 19 54.8 EZ2411;UTM 17 - 3,980,690.618 732,271.097 MT 1.00026482 +1 30 43.8 EZ2411 EZ2411! - Elev Factor x Scale Factor = Combined Factor EZ2411!SPC NC - 0.99998628 x 0.99994525 = 0.99993153 EZ2411!UTM 17 - 0.99998628 x 1.00026482 = 1.00025110 EZ2411 EZ2411 SUPERSEDED SURVEY CONTROL EZ2411 EZ2411 NAD 27 - 35 56 34.23004(N) 078 25 30.96201(W) AD( ) 2 EZ2411 NGVD 29 (??/??/92) 121.064 (m) 397.19 (f) ADJ UNCH 2 2 EZ2411 EZ2411.Superseded values are not recommended for survey control. EZ2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2411.See file dsdata.txt to determine how the superseded data were derived. EZ2411 EZ2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3227180691(NAD 83) EZ2411_MARKER: DE = TRAVERSE STATION DISK EZ2411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2411_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2411_STAMPING: WARREN 1976 EZ2411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2411+STABILITY: SURFACE MOTION EZ2411_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ2411+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2004 EZ2411 EZ2411 HISTORY - Date Condition Report By EZ2411 HISTORY - 1976 MONUMENTED NCGS EZ2411 HISTORY - 1976 GOOD NCGS EZ2411 HISTORY - 20041120 GOOD USPSQD EZ2411 EZ2411 STATION DESCRIPTION EZ2411 EZ2411'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2411'WARREN IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2411'IN THE VICINITY OF ROLESVILLE, NORTH CAROLINA. EZ2411' EZ2411'WARREN IS LOCATED APPROXIMATELY 2.3 MILES NORTHEAST OF EZ2411'ROLESVILLE AND 5.4 MILES ESE OF WAKE FOREST. TO REACH STATION EZ2411'FROM THE MAIN CROSSROADS IN CENTER OF ROLESVILLE, PROCEED EZ2411'NORTHEAST ALONG U.S. 401 FOR 2.3 MILES TO STATION ON RIGHT IN EZ2411'NORTHWEST EDGE OF YARD OF WARREN JONES ONE STORY BRICK RESIDENCE EZ2411'AND 0.4 MILE SOUTHWEST OF U.S. 401 AND NC 96 CROSSROADS. EZ2411' EZ2411'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2411'WARREN 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2411'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND AND 5 FEET HIGHER EZ2411'THAN ROAD SURFACE. EZ2411' EZ2411'MARK IS 78.2 FT ESE OF C/L OF U.S. 401 EZ2411' EZ2411'175.9 FT SSW OF C/L OF DIRT DRIVEWAY TO JONES RESIDENCE EZ2411' EZ2411'142.7 FT WSW OF CENTER OF FRONT DOOR TO RESIDENCE EZ2411' EZ2411'28.5 FT SE OF POWER POLE 04-45-008 WITH TRANSFORMER AND EZ2411'ALUMINUM REF. TAG EZ2411' EZ2411'120.8 FT WNW OF SERVICE POLE WITH NIGHT LIGHT AND ALUMINUM EZ2411'REF. TAG EZ2411' EZ2411'1.3 FT S OF BASE OF GUYWIRE EZ2411' EZ2411'45.6 FT E OF TELEPHONE PEDESTAL EZ2411 EZ2411 STATION RECOVERY (1976) EZ2411 EZ2411'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2411'2.3 MI NE FROM ROLESVILLE. EZ2411'TO REACH STATION FROM THE MAIN CROSSROADS IN CENTER OF ROLESVILLE, EZ2411'PROCEED NORTHEAST ALONG US 401 FOR 2.3 MILES TO STATION ON RIGHT, IN EZ2411'NORTHWEST EDGE OF YARD OFF WARREN JONES ONE STORY BRICK RESIDENCE, AND EZ2411'0.4 MILE SOUTHWEST OF US 401 AND NC 96 CROSSROAD. 78.2 FT. ESE OF C/L EZ2411'OF US 401, 175.9 FT. SSW OF C/L OF DIRT DRIVEWAY TO JONES RESIDENCE, EZ2411'142.7 FT. WSW OF CENTER OF FRONT DOOR TO RESIDENCE, 28.5 FT. SE OF PP EZ2411'04-45-008 WITH TRANSFORMER AND ALUMINUM REF. TAG, 120.8 FT. WNW OF EZ2411'SERVICE POLE WITH NIGHT LIGHT AND ALUMINUM REF. TAG, 1.3 FT. S OF BASE EZ2411'OF GUY WIRE AND 45.6 FT. E OF TELEPHONE PEDESTAL. DISK IS SET IN EZ2411'CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND AND 5 FEET EZ2411'HIGHER THAN ROAD SURFACE. EZ2411 EZ2411 STATION RECOVERY (2004) EZ2411 EZ2411'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ2411'RECOVERED AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2148 *********************************************************************** EZ2148 DESIGNATION - WASH EZ2148 PID - EZ2148 EZ2148 STATE/COUNTY- NC/WAKE EZ2148 USGS QUAD - CARY (1993) EZ2148 EZ2148 *CURRENT SURVEY CONTROL EZ2148 ___________________________________________________________________ EZ2148* NAD 83(1986)- 35 46 55.25096(N) 078 52 18.10825(W) ADJUSTED EZ2148* NAVD 88 - 95.628 (meters) 313.74 (feet) ADJUSTED EZ2148 ___________________________________________________________________ EZ2148 LAPLACE CORR- -5.53 (seconds) DEFLEC99 EZ2148 GEOID HEIGHT- -31.99 (meters) GEOID03 EZ2148 DYNAMIC HT - 95.546 (meters) 313.47 (feet) COMP EZ2148 MODELED GRAV- 979,779.3 (mgal) NAVD 88 EZ2148 EZ2148 HORZ ORDER - SECOND EZ2148 VERT ORDER - SECOND CLASS II EZ2148 EZ2148.The North Carolina HARNS have been completed but, EZ2148.due to contractual restrictions, coordinates for these stations EZ2148.will NOT be published in the near future. In the interim, the EZ2148.published coordinates in North Carolina will not be EZ2148.consistent with the Continuously Operating Reference Stations EZ2148.(CORS). The HARN coordinates for these stations are available EZ2148.upon request. Contact Gary Thompson(919-733-3836). EZ2148. EZ2148.In addition, the published North Carolina positions EZ2148.(NAD 83 (1986)) are NOT consistent with those determined in EZ2148.adjacent state readjustments. The discontinuity between stations EZ2148.located in North Carolina and those in adjacent states EZ2148.which have been adjusted to the HARN may be as much as 5 EZ2148.decimeters. This will result in a significant loss of accuracy EZ2148.over lines crossing such state borders. EZ2148 EZ2148 EZ2148.The horizontal coordinates were established by classical geodetic methods EZ2148.and adjusted by the National Geodetic Survey in July 1986. EZ2148 EZ2148.The orthometric height was determined by differential leveling EZ2148.and adjusted by the National Geodetic Survey in June 1991. EZ2148 EZ2148.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2148 EZ2148.The geoid height was determined by GEOID03. EZ2148 EZ2148.The dynamic height is computed by dividing the NAVD 88 EZ2148.geopotential number by the normal gravity value computed on the EZ2148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2148.degrees latitude (g = 980.6199 gals.). EZ2148 EZ2148.The modeled gravity was interpolated from observed gravity values. EZ2148 EZ2148; North East Units Scale Factor Converg. EZ2148;SPC NC - 225,422.722 621,200.282 MT 0.99991532 +0 04 26.6 EZ2148;SPC NC - 739,574.38 2,038,054.59 sFT 0.99991532 +0 04 26.6 EZ2148;UTM 17 - 3,961,860.597 692,359.526 MT 1.00005598 +1 14 41.3 EZ2148 EZ2148! - Elev Factor x Scale Factor = Combined Factor EZ2148!SPC NC - 0.99999001 x 0.99991532 = 0.99990533 EZ2148!UTM 17 - 0.99999001 x 1.00005598 = 1.00004599 EZ2148 EZ2148: Primary Azimuth Mark Grid Az EZ2148:SPC NC - FALL 007 46 29.5 EZ2148:UTM 17 - FALL 006 36 14.8 EZ2148 EZ2148|---------------------------------------------------------------------| EZ2148| PID Reference Object Distance Geod. Az | EZ2148| dddmmss.s | EZ2148| EZ5426 FALL APPROX. 0.7 KM 0075056.1 | EZ2148|---------------------------------------------------------------------| EZ2148 EZ2148 SUPERSEDED SURVEY CONTROL EZ2148 EZ2148 NAD 27 - 35 46 54.71119(N) 078 52 19.08740(W) AD( ) 2 EZ2148 NGVD 29 (??/??/92) 95.881 (m) 314.57 (f) ADJ UNCH 2 2 EZ2148 EZ2148.Superseded values are not recommended for survey control. EZ2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2148.See file dsdata.txt to determine how the superseded data were derived. EZ2148 EZ2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9236061861(NAD 83) EZ2148_MARKER: DE = TRAVERSE STATION DISK EZ2148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2148_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2148_STAMPING: WASH 1961 EZ2148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2148+STABILITY: SURFACE MOTION EZ2148 EZ2148 HISTORY - Date Condition Report By EZ2148 HISTORY - 1961 MONUMENTED NCGS EZ2148 HISTORY - 1975 GOOD NCGS EZ2148 EZ2148 STATION DESCRIPTION EZ2148 EZ2148'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ2148'WASH IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2148'IN THE VICINITY OF DURHAM, NORTH CAROLINA. EZ2148' EZ2148'WASH IS LOCATED APPROXIMATELY 3.8 MILES NNW OF APEX, N. C. AND EZ2148'5.2 MILES W OF CARY, N. C. TO REACH STATION PROCEED FROM THE EZ2148'INTERSECTION OF U.S. 64 AND NC 55 NORTH ON NC 55 FOR 2.4 MILES EZ2148'TO STATION. THE STATION IS LOCATED ON THE EAST SHOULDER OF EZ2148'NC 55 AT SOUTH EDGE OF WEST END OF DRAINAGE. EZ2148' EZ2148'STATION MARK IS A PRECAST MONUMENT WITH A N. C. BRASS TRAVERSE EZ2148'DISK, STAMPED WASH 1961, WHICH IS 5 INCHES BELOW THE SURFACE EZ2148'OF THE GROUND. EZ2148' EZ2148'MARK IS EZ2148' EZ2148'14.6 FT E OF C/L OF NC 55 EZ2148' EZ2148'39.3 FT NW OF 14 INCH OAK TREE WITH ALUMINUM REF. TAG EZ2148' EZ2148'36.5 FT SW OF 10 INCH PINE TREE WITH ALUMINUM REF. TAG EZ2148 EZ2148 STATION RECOVERY (1975) EZ2148 EZ2148'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1975 EZ2148'2.8 MI S FROM CARPENTER. EZ2148'STATION IS LOCATED APPROXIMATELY 3.8 MILES NNW OF APEX. TO REACH EZ2148'STATION FROM THE NC 55 OVERPASS OF US 64, PROCEED NORTH ALONG NC 55 EZ2148'FOR 2.4 MILES TO STATION ON THE EAST SHOULDER OF NC 55 AT SOUTH EDGE EZ2148'OF WEST END OF DRAINAGE. 14.6 FT. E OF CENTERLINE OF NC 55, 39.3 FT. EZ2148'NW OF 14 INCH OAK WITH ALUMINUM REF. TAG, 36.5 FT. SW OF 10 INCH PINE EZ2148'WITH ALUMINUM REF. TAG, 74.3 FT. SSW OF SOUTH END OF HEADWALL ON EAST EZ2148'SIDE OF NC 55 AND 60.7 FT. SSE OF SOUTH END OF HEADWALL ON WEST SIDE EZ2148'OF NC 55. DISK IS SET IN CONCRETE CYLINDER, 5 INCHES BELOW THE EZ2148'SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4487 *********************************************************************** EZ4487 DESIGNATION - WATER PLANT EZ4487 PID - EZ4487 EZ4487 STATE/COUNTY- NC/WAKE EZ4487 USGS QUAD - ROLESVILLE (1993) EZ4487 EZ4487 *CURRENT SURVEY CONTROL EZ4487 ___________________________________________________________________ EZ4487* NAD 83(1986)- 35 58 08.31433(N) 078 29 17.60541(W) ADJUSTED EZ4487* NAVD 88 - 83.40 (+/-2cm) 273.6 (feet) VERTCON EZ4487 ___________________________________________________________________ EZ4487 LAPLACE CORR- -7.27 (seconds) DEFLEC99 EZ4487 GEOID HEIGHT- -33.04 (meters) GEOID03 EZ4487 EZ4487 HORZ ORDER - SECOND EZ4487 VERT ORDER - THIRD ? (See Below) EZ4487 EZ4487.The North Carolina HARNS have been completed but, EZ4487.due to contractual restrictions, coordinates for these stations EZ4487.will NOT be published in the near future. In the interim, the EZ4487.published coordinates in North Carolina will not be EZ4487.consistent with the Continuously Operating Reference Stations EZ4487.(CORS). The HARN coordinates for these stations are available EZ4487.upon request. Contact Gary Thompson(919-733-3836). EZ4487. EZ4487.In addition, the published North Carolina positions EZ4487.(NAD 83 (1986)) are NOT consistent with those determined in EZ4487.adjacent state readjustments. The discontinuity between stations EZ4487.located in North Carolina and those in adjacent states EZ4487.which have been adjusted to the HARN may be as much as 5 EZ4487.decimeters. This will result in a significant loss of accuracy EZ4487.over lines crossing such state borders. EZ4487 EZ4487 EZ4487.The horizontal coordinates were established by classical geodetic methods EZ4487.and adjusted by the National Geodetic Survey in July 1986. EZ4487 EZ4487.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4487.The vertical order pertains to the NGVD 29 superseded value. EZ4487 EZ4487.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4487 EZ4487.The geoid height was determined by GEOID03. EZ4487 EZ4487; North East Units Scale Factor Converg. EZ4487;SPC NC - 246,277.495 655,760.448 MT 0.99995082 +0 17 43.4 EZ4487;SPC NC - 807,995.41 2,151,440.74 sFT 0.99995082 +0 17 43.4 EZ4487;UTM 17 - 3,983,424.478 726,491.745 MT 1.00023214 +1 28 33.3 EZ4487 EZ4487! - Elev Factor x Scale Factor = Combined Factor EZ4487!SPC NC - 0.99999210 x 0.99995082 = 0.99994292 EZ4487!UTM 17 - 0.99999210 x 1.00023214 = 1.00022423 EZ4487 EZ4487: Primary Azimuth Mark Grid Az EZ4487:SPC NC - CITY LIMIT 300 38 17.8 EZ4487:UTM 17 - CITY LIMIT 299 27 27.9 EZ4487 EZ4487|---------------------------------------------------------------------| EZ4487| PID Reference Object Distance Geod. Az | EZ4487| dddmmss.s | EZ4487| EZ4486 JOYNER 306.379 METERS 10355 | EZ4487| EZ4489 CITY LIMIT 443.889 METERS 3005601.2 | EZ4487|---------------------------------------------------------------------| EZ4487 EZ4487 SUPERSEDED SURVEY CONTROL EZ4487 EZ4487 NAD 27 - 35 58 07.76508(N) 078 29 18.60694(W) AD( ) 2 EZ4487 NGVD 29 (07/19/86) 83.68 (m) 274.5 (f) LEVELING 3 EZ4487 EZ4487.Superseded values are not recommended for survey control. EZ4487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4487.See file dsdata.txt to determine how the superseded data were derived. EZ4487 EZ4487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2649283424(NAD 83) EZ4487_MARKER: DE = TRAVERSE STATION DISK EZ4487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4487_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4487_MAGNETIC: N = NO MAGNETIC MATERIAL EZ4487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4487+STABILITY: SURFACE MOTION EZ4487 EZ4487 HISTORY - Date Condition Report By EZ4487 HISTORY - 1978 MONUMENTED NCGS EZ4487 HISTORY - 1987 GOOD USPSQD EZ4487 HISTORY - 20041203 MARK NOT FOUND USPSQD EZ4487 EZ4487 STATION DESCRIPTION EZ4487 EZ4487'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ4487'THE STATION IS LOCATED APPROXIMATELY 1.5 MILES SOUTHEAST OF WAKE EZ4487'FOREST AND 3.5 MILES NORTHWEST OF ROLESVILLE. EZ4487' EZ4487'TO REACH THE STATION FROM THE EASTERNMOST INTERSECTION OF US 1A WITH EZ4487'NC 98 IN WAKE FOREST, PROCEED EASTERLY ALONG NC 98 FOR 1.45 MILES TO EZ4487'STATION ON THE RIGHT, BY A POWER POLE, 2 FEET LOWER THAN HIGHWAY, EZ4487'APPROXIMATELY 400 FEET SOUTHEAST OF THE NEW WAKE FOREST WATER PLANT EZ4487'AND 0.2 MILE EAST OF T INTERSECTION WITH SR 2053 (SOUTH). EZ4487' EZ4487'STATION MARK IS A STANDARD DISK STAMPED---WATER PLANT 1978---SET IN EZ4487'THE TOP OF A CONCRETE CYLINDER WHICH IS 1 INCH BELOW THE GROUND EZ4487'SURFACE. THE MARK IS 35.3 FEET SOUTH-SOUTHWEST OF CENTERLINE OF NC 98 EZ4487', 6.5 FEET EAST-SOUTHEAST OF POWER POLE 38-4-22-34 WITH REFERENCE TAG, EZ4487'19.2 FEET NORTHEAST OF 14 INCH PINE WITH REFERENCE TAG, 28.6 FEET EZ4487'NORTH-NORTHWEST OF 14 INCH PINE WITH REFERENCE TAG AND 154.6 FEET EZ4487'NORTHWEST OF ONE-HALF INCH IRON PIPE PROPERTY CORNER. EZ4487 EZ4487 STATION RECOVERY (1987) EZ4487 EZ4487'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS) EZ4487'RECOVERED IN GOOD CONDITION. EZ4487 EZ4487 STATION RECOVERY (2004) EZ4487 EZ4487'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ4487'MARK NOT FOUND,HIGHWAY 98 WIDENED WITH NEW INTERSECTION, PROBABLY EZ4487'UNDER ASPHALT 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2437 *********************************************************************** EZ2437 DESIGNATION - WATKINS EZ2437 PID - EZ2437 EZ2437 STATE/COUNTY- NC/WAKE EZ2437 USGS QUAD - KNIGHTDALE (1993) EZ2437 EZ2437 *CURRENT SURVEY CONTROL EZ2437 ___________________________________________________________________ EZ2437* NAD 83(1986)- 35 48 14.85972(N) 078 26 45.53294(W) ADJUSTED EZ2437* NAVD 88 - 88.129 (meters) 289.14 (feet) ADJUSTED EZ2437 ___________________________________________________________________ EZ2437 LAPLACE CORR- -6.04 (seconds) DEFLEC99 EZ2437 GEOID HEIGHT- -33.68 (meters) GEOID03 EZ2437 DYNAMIC HT - 88.051 (meters) 288.88 (feet) COMP EZ2437 MODELED GRAV- 979,749.7 (mgal) NAVD 88 EZ2437 EZ2437 HORZ ORDER - SECOND EZ2437 VERT ORDER - SECOND CLASS II EZ2437 EZ2437.The North Carolina HARNS have been completed but, EZ2437.due to contractual restrictions, coordinates for these stations EZ2437.will NOT be published in the near future. In the interim, the EZ2437.published coordinates in North Carolina will not be EZ2437.consistent with the Continuously Operating Reference Stations EZ2437.(CORS). The HARN coordinates for these stations are available EZ2437.upon request. Contact Gary Thompson(919-733-3836). EZ2437. EZ2437.In addition, the published North Carolina positions EZ2437.(NAD 83 (1986)) are NOT consistent with those determined in EZ2437.adjacent state readjustments. The discontinuity between stations EZ2437.located in North Carolina and those in adjacent states EZ2437.which have been adjusted to the HARN may be as much as 5 EZ2437.decimeters. This will result in a significant loss of accuracy EZ2437.over lines crossing such state borders. EZ2437 EZ2437 EZ2437.The horizontal coordinates were established by classical geodetic methods EZ2437.and adjusted by the National Geodetic Survey in July 1986. EZ2437 EZ2437.The orthometric height was determined by differential leveling EZ2437.and adjusted by the National Geodetic Survey in June 1991. EZ2437 EZ2437.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2437 EZ2437.The geoid height was determined by GEOID03. EZ2437 EZ2437.The dynamic height is computed by dividing the NAVD 88 EZ2437.geopotential number by the normal gravity value computed on the EZ2437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2437.degrees latitude (g = 980.6199 gals.). EZ2437 EZ2437.The modeled gravity was interpolated from observed gravity values. EZ2437 EZ2437; North East Units Scale Factor Converg. EZ2437;SPC NC - 228,008.358 659,672.497 MT 0.99991896 +0 19 11.1 EZ2437;SPC NC - 748,057.42 2,164,275.52 sFT 0.99991896 +0 19 11.1 EZ2437;UTM 17 - 3,965,233.975 730,779.819 MT 1.00025633 +1 29 41.3 EZ2437 EZ2437! - Elev Factor x Scale Factor = Combined Factor EZ2437!SPC NC - 0.99999145 x 0.99991896 = 0.99991042 EZ2437!UTM 17 - 0.99999145 x 1.00025633 = 1.00024778 EZ2437 EZ2437 SUPERSEDED SURVEY CONTROL EZ2437 EZ2437 NAD 27 - 35 48 14.30853(N) 078 26 46.52399(W) AD( ) 2 EZ2437 NGVD 29 (??/??/92) 88.410 (m) 290.06 (f) ADJ UNCH 2 2 EZ2437 EZ2437.Superseded values are not recommended for survey control. EZ2437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2437.See file dsdata.txt to determine how the superseded data were derived. EZ2437 EZ2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3078065234(NAD 83) EZ2437_MARKER: DE = TRAVERSE STATION DISK EZ2437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2437_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2437_STAMPING: WATKINS 1969 EZ2437_MARK LOGO: NCGS EZ2437_PROJECTION: FLUSH EZ2437_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ2437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2437+STABILITY: SURFACE MOTION EZ2437 EZ2437 HISTORY - Date Condition Report By EZ2437 HISTORY - 1969 MONUMENTED NCGS EZ2437 HISTORY - 1976 GOOD NCGS EZ2437 HISTORY - 19860101 GOOD NCGS EZ2437 HISTORY - 1987 GOOD USPSQD EZ2437 EZ2437 STATION DESCRIPTION EZ2437 EZ2437'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ2437'WATKINS IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2437'IN THE VICINITY OF KNIGHTDALE, NORTH CAROLINA. EZ2437' EZ2437'WATKINS IS LOCATED APPROXIMATELY 1.8 MILES NORTHEAST OF EZ2437'KNIGHTDALE. TO REACH STATION PROCEED FROM THE INTERSECTION OF EZ2437'U.S. 64, U.S. 64 BYPASS AND U.S. 1 ON EAST SIDE OF RALEIGH, GO EZ2437'EAST ON U.S. 64 FOR 6.5 MILES TO INTERSECTION OF U.S. 64 AND EZ2437'SR 2049, CONTINUE ON U.S. 64 FOR 1.9 MILES TO STATION ON SOUTH EZ2437'SIDE OF SOUTH TRAFFIC LANE NEAR GAS STATION AND COUNTRY STORE EZ2437'OWNED BY THE WATKINS BROTHERS. EZ2437' EZ2437'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ2437'WATKINS 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ2437'OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ2437' EZ2437'MARK IS EZ2437' EZ2437'38.1 FT SW OF C/L OF E BOUND LANE OF U.S. 64 EZ2437' EZ2437'6.1 FT S OF SE END OF CULVERT UNDER ASPHALT ENTRANCE TO WATKINS EZ2437'BROTHERS STORE EZ2437' EZ2437'41.8 FT NW OF W END OF CULVERT UNDER DIRT ROAD EZ2437' EZ2437'63.0 FT E OF SE END OF ESSO GAS PUMPS EZ2437' EZ2437'64.8 FT ENE OF NE CORNER OF WATKINS BROTHERS STORE EZ2437' EZ2437'76.6 FT SE OF ONE WAY SIGN WITH ALUMINUM REF. TAG EZ2437' EZ2437'88.8 FT NW OF PP WITH DOUBLE GUY WIRE, AND WITH ALUMINUM REF. TAG EZ2437 EZ2437 STATION RECOVERY (1976) EZ2437 EZ2437'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2437'2.1 MI ENE FROM KNIGHTDALE. EZ2437'TO REACH STATION FROM THE INTERSECTION OF US 64 AND SR 2049 CROSSROADS EZ2437'IN NORTHEAST SECTION OF KNIGHTDALE, PROCEED EASTERLY ALONG US 64 FOR EZ2437'1.9 MILES TO STATION ON RIGHT ON PROPERTY OF WATKINS BROTHERS STORE, EZ2437'0.6 MILE WEST OF THE WENDELL-KNIGHTDALE AIRPORT. 38.1 FT. SSW OF EZ2437'CENTERLINE OF EAST BOUND LANE OF US 64, 6.1 FT. SSW OF SOUTHEAST END EZ2437'OF CULVERT UNDER ASPHALT ENTRANCE TO WATKINS BROTHERS STORE, 41.8 FT. EZ2437'WNW OF WEST END OF CULVERT UNDER DIRT ROAD, 63.0 FT. E OF SOUTHEAST EZ2437'END OF ESSO GAS PUMPS, 64.8 FT. ENE OF NORTHEAST CORNER OF WATKINS EZ2437'BROTHERS STORE, 76.6 FT. SE OF ONE WAY SIGN WITH ALUMINUM REF. TAG AND EZ2437'88.8 FT. WNW OF POWER POLE WITH DOUBLE GUY WIRE AND WITH ALUMINUM REF. EZ2437'TAG. DISK IS SET IN CONCRETE CYLINDER, 1 INCH BELOW THE SURFACE OF EZ2437'THE GROUND. EZ2437 EZ2437 STATION RECOVERY (1986) EZ2437 EZ2437'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ2437'RECOVERED AS DESCRIBED. EZ2437 EZ2437 STATION RECOVERY (1987) EZ2437 EZ2437'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ2437'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3270 *********************************************************************** EZ3270 DESIGNATION - WATTS EZ3270 PID - EZ3270 EZ3270 STATE/COUNTY- NC/WAKE EZ3270 USGS QUAD - LAKE WHEELER (1993) EZ3270 EZ3270 *CURRENT SURVEY CONTROL EZ3270 ___________________________________________________________________ EZ3270* NAD 83(1986)- 35 44 52.89824(N) 078 41 59.27588(W) ADJUSTED EZ3270* NAVD 88 - 135.133 (meters) 443.35 (feet) ADJUSTED EZ3270 ___________________________________________________________________ EZ3270 LAPLACE CORR- -6.68 (seconds) DEFLEC99 EZ3270 GEOID HEIGHT- -32.72 (meters) GEOID03 EZ3270 DYNAMIC HT - 135.016 (meters) 442.96 (feet) COMP EZ3270 MODELED GRAV- 979,761.5 (mgal) NAVD 88 EZ3270 EZ3270 HORZ ORDER - SECOND EZ3270 VERT ORDER - FIRST CLASS II EZ3270 EZ3270.The North Carolina HARNS have been completed but, EZ3270.due to contractual restrictions, coordinates for these stations EZ3270.will NOT be published in the near future. In the interim, the EZ3270.published coordinates in North Carolina will not be EZ3270.consistent with the Continuously Operating Reference Stations EZ3270.(CORS). The HARN coordinates for these stations are available EZ3270.upon request. Contact Gary Thompson(919-733-3836). EZ3270. EZ3270.In addition, the published North Carolina positions EZ3270.(NAD 83 (1986)) are NOT consistent with those determined in EZ3270.adjacent state readjustments. The discontinuity between stations EZ3270.located in North Carolina and those in adjacent states EZ3270.which have been adjusted to the HARN may be as much as 5 EZ3270.decimeters. This will result in a significant loss of accuracy EZ3270.over lines crossing such state borders. EZ3270 EZ3270 EZ3270.The horizontal coordinates were established by classical geodetic methods EZ3270.and adjusted by the National Geodetic Survey in July 1986. EZ3270 EZ3270.The orthometric height was determined by differential leveling EZ3270.and adjusted by the National Geodetic Survey in June 1991. EZ3270 EZ3270.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3270 EZ3270.The geoid height was determined by GEOID03. EZ3270 EZ3270.The dynamic height is computed by dividing the NAVD 88 EZ3270.geopotential number by the normal gravity value computed on the EZ3270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ3270.degrees latitude (g = 980.6199 gals.). EZ3270 EZ3270.The modeled gravity was interpolated from observed gravity values. EZ3270 EZ3270; North East Units Scale Factor Converg. EZ3270;SPC NC - 221,685.608 636,751.819 MT 0.99991001 +0 10 23.8 EZ3270;SPC NC - 727,313.53 2,089,076.59 sFT 0.99991001 +0 10 23.8 EZ3270;UTM 17 - 3,958,441.436 707,987.017 MT 1.00013308 +1 20 39.5 EZ3270 EZ3270! - Elev Factor x Scale Factor = Combined Factor EZ3270!SPC NC - 0.99998393 x 0.99991001 = 0.99989394 EZ3270!UTM 17 - 0.99998393 x 1.00013308 = 1.00011700 EZ3270 EZ3270: Primary Azimuth Mark Grid Az EZ3270:SPC NC - JOE 286 28 44.2 EZ3270:UTM 17 - JOE 285 18 28.5 EZ3270 EZ3270|---------------------------------------------------------------------| EZ3270| PID Reference Object Distance Geod. Az | EZ3270| dddmmss.s | EZ3270| EZ5300 JOE APPROX. 0.8 KM 2863908.0 | EZ3270|---------------------------------------------------------------------| EZ3270 EZ3270 SUPERSEDED SURVEY CONTROL EZ3270 EZ3270 NAD 27 - 35 44 52.35104(N) 078 42 00.26205(W) AD( ) 2 EZ3270 NGVD 29 (07/19/86) 135.4 (m) 444. (f) VERT ANG EZ3270 EZ3270.Superseded values are not recommended for survey control. EZ3270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3270.See file dsdata.txt to determine how the superseded data were derived. EZ3270 EZ3270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0798758441(NAD 83) EZ3270_MARKER: DE = TRAVERSE STATION DISK EZ3270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3270_SP_SET: CONCRETE POST EZ3270_STAMPING: WATTS 1965 EZ3270_MARK LOGO: NCGS EZ3270_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ3270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3270+STABILITY: SURFACE MOTION EZ3270 EZ3270 HISTORY - Date Condition Report By EZ3270 HISTORY - 1965 MONUMENTED NCGS EZ3270 HISTORY - 1984 GOOD NCGS EZ3270 HISTORY - 1984 GOOD NCGS EZ3270 HISTORY - 19880601 MARK NOT FOUND NCGS EZ3270 HISTORY - 20030408 MARK NOT FOUND USPSQD EZ3270 HISTORY - 20040521 MARK NOT FOUND USPSQD EZ3270 EZ3270 STATION DESCRIPTION EZ3270 EZ3270'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ3270'WATTS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ3270'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ3270' EZ3270'WATTS IS 4.1 MILES SW OF RALEIGH. LOCATED 1.25 MILES NW ALONG EZ3270'SR 1009 FROM INTERSECTION OF SR 1371 AND SR 1009. 2.05 MILES EZ3270'W OF SWIFT CREEK SCHOOL. 1.0 MILE E OF SR 1349. ON N SIDE OF SR EZ3270'1009 ACROSS THE ROAD FROM WATTS CHURCH. AND ON SHOULDER OF ROAD. EZ3270' EZ3270'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ3270'WATTS 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ3270'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ3270' EZ3270'MARK IS EZ3270' EZ3270'13.5 FT N OF C/L OF SR 1009 EZ3270' EZ3270'13.0 FT S OF TOP OF DITCH BANK EZ3270' EZ3270'52.7 FT NW OF LIGHT POLE IN CHURCH YARD WITH ALUMINUM REF. TAG EZ3270' EZ3270'78.3 FT NE OF E END OF CHURCH STEPS EZ3270' EZ3270'34.7 FT N OF CHURCH WALL EZ3270' EZ3270'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ3270 EZ3270 STATION RECOVERY (1984) EZ3270 EZ3270'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ3270'THE STATION WAS RECOVERED AT THIS DATE. EZ3270'MARK IS IN GOOD CONDITION. EZ3270' EZ3270'THE STATION IS LOCATED ABOUT 6.6 KM (4.1 MI) SOUTHWEST OF RALEIGH. EZ3270' EZ3270'ALONG TRYON ROAD (SR 1009) FOR 2.0 KM (1.25 MI) NORTHWEST OF THE EZ3270'INTERSECTION WITH SR 1371, OR 3.3 KM (2.05 MI) WEST OF SWIFT CREEK EZ3270'SCHOOL, ACROSS THE ROAD FROM WATTS CHURCH, IN THE HIGHWAY SHOULDER. EZ3270' EZ3270'THE STATION IS A STANDARD NCGS DISK STAMPED---WATTS 1965---, EZ3270'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ3270'25 CM IN DIAMETER RECESSED 5 CM BELOW GROUND. LOCATED EZ3270'4.1 METERS (13.5 FT) NORTH OF THE CENTERLINE OF THE ROAD, EZ3270'4.0 METERS (13.0 FT) SOUTH OF A DITCH BANK--AND EZ3270'14.2 METERS (46.7 FT) SOUTH-SOUTHEAST OF A POWER POLE, AND EZ3270'20.3 METERS (66.7 FT) WEST OF A POWER POLE WITH A TRANSFORMER--BOTH EZ3270'WITH REFERENCE TAGS. EZ3270' EZ3270'MARK IS A NCGS MARK. EZ3270 EZ3270 STATION RECOVERY (1984) EZ3270 EZ3270'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ3270'6.6 KM (4.1 MI) SW FROM RALEIGH. EZ3270'THE STATION IS LOCATED ABOUT 6.6 KM (4.1 MI) SOUTHWEST OF RALEIGH. EZ3270'ALONG TRYON ROAD (SR 1009) FOR 2.0 KM (1.25 MI) NORTHWEST OF THE EZ3270'INTERSECTION WITH SR 1371, OR 3.3 KM (2.05 MI) WEST OF SWIFT CREEK EZ3270'SCHOOL, ACROSS THE ROAD FROM WATTS CHURCH, IN THE HIGHWAY SHOULDER. EZ3270'THE STATION IS A STANDARD NCGS DISK STAMPED---WATTS 1965---, SET INTO EZ3270'THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER RECESSED 5 CM EZ3270'BELOW GROUND. LOCATED 4.1 METERS (13.5 FT) NORTH OF THE CENTERLINE EZ3270'OF THE ROAD, 4.0 METERS (13.0 FT) SOUTH OF A DITCH BANK--AND 14.2 EZ3270'METERS (46.7 FT) SOUTH-SOUTHEAST OF A POWER POLE, AND 20.3 METERS EZ3270'(66.7 FT) WEST OF A POWER POLE WITH A TRANSFORMER--BOTH WITH EZ3270'REFERENCE TAGS. MARK IS NCGS STATION. EZ3270 EZ3270 STATION RECOVERY (1988) EZ3270 EZ3270'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ3270'STATION WAS SEARCHED FOR BUT NOT FOUND-PROBABLY DESTROYED BY GRADING. EZ3270 EZ3270 STATION RECOVERY (2003) EZ3270 EZ3270'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEN) EZ3270'POWER POLES WITH REFERENCE TAGS. UNABLE TO LOCATE MARK EZ3270 EZ3270 STATION RECOVERY (2004) EZ3270 EZ3270'RECOVERY NOTE BY US POWER SQUADRON 2004 EZ3270'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0869 *********************************************************************** EZ0869 DESIGNATION - WAY EZ0869 PID - EZ0869 EZ0869 STATE/COUNTY- NC/WAKE EZ0869 USGS QUAD - BAYLEAF (1987) EZ0869 EZ0869 *CURRENT SURVEY CONTROL EZ0869 ___________________________________________________________________ EZ0869* NAD 83(1986)- 35 58 40.29270(N) 078 38 18.06732(W) ADJUSTED EZ0869* NAVD 88 - 91.213 (meters) 299.25 (feet) ADJUSTED EZ0869 ___________________________________________________________________ EZ0869 LAPLACE CORR- -6.87 (seconds) DEFLEC99 EZ0869 GEOID HEIGHT- -32.41 (meters) GEOID03 EZ0869 DYNAMIC HT - 91.136 (meters) 299.00 (feet) COMP EZ0869 MODELED GRAV- 979,791.3 (mgal) NAVD 88 EZ0869 EZ0869 HORZ ORDER - SECOND EZ0869 VERT ORDER - SECOND CLASS 0 EZ0869 EZ0869.The North Carolina HARNS have been completed but, EZ0869.due to contractual restrictions, coordinates for these stations EZ0869.will NOT be published in the near future. In the interim, the EZ0869.published coordinates in North Carolina will not be EZ0869.consistent with the Continuously Operating Reference Stations EZ0869.(CORS). The HARN coordinates for these stations are available EZ0869.upon request. Contact Gary Thompson(919-733-3836). EZ0869. EZ0869.In addition, the published North Carolina positions EZ0869.(NAD 83 (1986)) are NOT consistent with those determined in EZ0869.adjacent state readjustments. The discontinuity between stations EZ0869.located in North Carolina and those in adjacent states EZ0869.which have been adjusted to the HARN may be as much as 5 EZ0869.decimeters. This will result in a significant loss of accuracy EZ0869.over lines crossing such state borders. EZ0869 EZ0869 EZ0869.The horizontal coordinates were established by classical geodetic methods EZ0869.and adjusted by the National Geodetic Survey in July 1986. EZ0869 EZ0869.The orthometric height was determined by differential leveling EZ0869.and adjusted by the National Geodetic Survey in June 1991. EZ0869 EZ0869.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0869 EZ0869.The geoid height was determined by GEOID03. EZ0869 EZ0869.The dynamic height is computed by dividing the NAVD 88 EZ0869.geopotential number by the normal gravity value computed on the EZ0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0869.degrees latitude (g = 980.6199 gals.). EZ0869 EZ0869.The modeled gravity was interpolated from observed gravity values. EZ0869 EZ0869; North East Units Scale Factor Converg. EZ0869;SPC NC - 247,203.503 642,216.234 MT 0.99995277 +0 12 31.4 EZ0869;SPC NC - 811,033.49 2,107,004.43 sFT 0.99995277 +0 12 31.4 EZ0869;UTM 17 - 3,984,071.558 712,928.036 MT 1.00015869 +1 23 16.5 EZ0869 EZ0869! - Elev Factor x Scale Factor = Combined Factor EZ0869!SPC NC - 0.99999077 x 0.99995277 = 0.99994354 EZ0869!UTM 17 - 0.99999077 x 1.00015869 = 1.00014946 EZ0869 EZ0869: Primary Azimuth Mark Grid Az EZ0869:SPC NC - LEE 303 43 41.3 EZ0869:UTM 17 - LEE 302 32 56.2 EZ0869 EZ0869|---------------------------------------------------------------------| EZ0869| PID Reference Object Distance Geod. Az | EZ0869| dddmmss.s | EZ0869| EZ0868 FN 47 192.097 METERS 10053 | EZ0869| EZ5217 LEE APPROX. 0.6 KM 3035612.7 | EZ0869|---------------------------------------------------------------------| EZ0869 EZ0869 SUPERSEDED SURVEY CONTROL EZ0869 EZ0869 NAD 27 - 35 58 39.75946(N) 078 38 19.05633(W) AD( ) 2 EZ0869 NGVD 29 (??/??/92) 91.487 (m) 300.15 (f) ADJ UNCH 2 0 EZ0869 EZ0869.Superseded values are not recommended for survey control. EZ0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0869.See file dsdata.txt to determine how the superseded data were derived. EZ0869 EZ0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1292884072(NAD 83) EZ0869_MARKER: DE = TRAVERSE STATION DISK EZ0869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0869_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EZ0869_STAMPING: WAY 1970 EZ0869_MARK LOGO: NCGS EZ0869_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0869+STABILITY: SURFACE MOTION EZ0869 EZ0869 HISTORY - Date Condition Report By EZ0869 HISTORY - 1970 MONUMENTED NCGS EZ0869 HISTORY - 1972 GOOD NCGS EZ0869 HISTORY - 1985 GOOD USPSQD EZ0869 HISTORY - 19850101 GOOD NCGS EZ0869 EZ0869 STATION DESCRIPTION EZ0869 EZ0869'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ0869'WAY IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0869'VICINITY OF NORTHWEST WAKE COUNTY. EZ0869' EZ0869'WAY IS LOCATED APPROXIMATELY 2.2 MILES NORTH OF BAYLEAF. TO REACH EZ0869'STATION PROCEED FROM THE INTERSECTION OF NC 50 AND NC 98, GO EAST ON EZ0869'NC 98 FOR 1.55 MILES TO INTERSECTION OF NC 98 AND SR 1005 GOING EZ0869'SOUTH AND SR 1907 GOING NORTH, CONTINUE EAST ON NC 98 FOR 1.25 MILES EZ0869'TO STATION ON RIGHT AT BEGINNING OF LONG CURVE, AND 0.75 MILE EZ0869'WEST OF INTERSECTION OF NC 98 AND SR 2003. EZ0869' EZ0869'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED WAY EZ0869'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 1 EZ0869'INCH BELOW THE SURFACE OF THE GROUND. EZ0869' EZ0869'MARK IS-- EZ0869'28.3 FEET SW OF C/L OF NC 98. EZ0869'10.9 FEET N OF ALUMINUM REF. TAG ON 6 INCH PINE TREE. EZ0869'51.0 FEET NW OF ALUMINUM REF. TAG ON N TRUNK OF TRIPLE MAPLE TREE. EZ0869'108.5 FEET ESE OF ALUMINUM REF. TAG ON R/W NOTICE SIGN POST. EZ0869'16.1 FEET ENE OF ALUMINUM REF. TAG ON 6 INCH SWEET GUM TREE. EZ0869'20.3 FEET WNW OF C/L OF DIM WOODS ROAD. EZ0869 EZ0869 STATION RECOVERY (1972) EZ0869 EZ0869'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0869'2.2 MI N FROM BAYLEAF. EZ0869'FROM INTERSECTION OF NC 50 AND NC 98 GO E ON NC 98 FOR 1.55 MILES EZ0869'TO INTERSECTION OF NC 98 AND SR 1005 GOING S AND SR 1907 GOING N, EZ0869'CONTINUE E ON NC 98 FOR 1.25 MILES TO STATION ON RIGHT AT EZ0869'BEGINNING OF LONG CURVE, AND 0.75 MILE W OF INTERSECTION OF NC EZ0869'98 AND SR 2003, 28.3 FT SW OF C/L OF NC 98, 10.9 FT N OF ALUM REF. EZ0869'TAG ON 6 INCH PINE, 51.0 FT NW OF ALUM. REF. TAG ON N TRUNK OF EZ0869'TRIPLE MAPLE, 108.5 FT ESE OF ALUM. REF. TAG ON R/W NOTICE SIGN EZ0869'POST AND 16.1 FT ENE OF ALUM. REF. TAG ON 6 INCH SWEET GUM. EZ0869'STATION IS 1 INCH BELOW THE GROUND. EZ0869 EZ0869 STATION RECOVERY (1985) EZ0869 EZ0869'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ0869'RECOVERED IN GOOD CONDITION. EZ0869 EZ0869 STATION RECOVERY (1985) EZ0869 EZ0869'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0869'STATION IS LOCATED ABOUT 3.5 KM (2.15 MI) NORTH OF BAYLEAF, AND 11.6 EZ0869'KM (7.20 MI) WEST OF WAKE FOREST. PROCEED ALONG NC 98 FOR 0.6 KM (0.35 EZ0869'MI) WEST FROM THE NEUSE RIVER BRIDGE TO A POWER LINE CROSSING AND A EZ0869'PATH SOUTH THROUGH A CORPS OF ENGINEER GATE TO OLD NC 98 ROADBED (NOW EZ0869'ABANDONED), THENCE SOUTHEAST ALONG THE OLD ROADBED FOR APPROXIMATELY EZ0869'500 FEET (152.4 M) TO THE STATION ON THE RIGHT (BEING ABOUT 0.25 MI EZ0869'(0.40 KM) WEST FROM THE END OF THE OLD ROADBED). LOCATED 8.6 M (28.2 EZ0869'FT) SOUTHWEST OF THE CENTERLINE OF OLD ROADBED, 0.9 M (3.0 FT) EZ0869'SOUTHWEST OF A WITNESS POST--AND 4.1 M (13.5 FT) NORTH OF AN 8-INCH EZ0869'GUM, 4.7 M (15.4 FT) EAST-NORTHEAST OF AN 8-INCH POPLAR, 15.5 M (50.9 EZ0869'FT) NORTHWEST OF A TRIPLE TRUNK MAPLE--ALL WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2223 *********************************************************************** EZ2223 DESIGNATION - WAYNE EZ2223 PID - EZ2223 EZ2223 STATE/COUNTY- NC/WAKE EZ2223 USGS QUAD - EDMONDSON (1993) EZ2223 EZ2223 *CURRENT SURVEY CONTROL EZ2223 ___________________________________________________________________ EZ2223* NAD 83(1986)- 35 37 16.49832(N) 078 36 19.65039(W) ADJUSTED EZ2223* NAVD 88 - 107.506 (meters) 352.71 (feet) ADJUSTED EZ2223 ___________________________________________________________________ EZ2223 LAPLACE CORR- -6.84 (seconds) DEFLEC99 EZ2223 GEOID HEIGHT- -33.32 (meters) GEOID03 EZ2223 DYNAMIC HT - 107.411 (meters) 352.40 (feet) COMP EZ2223 MODELED GRAV- 979,752.9 (mgal) NAVD 88 EZ2223 EZ2223 HORZ ORDER - SECOND EZ2223 VERT ORDER - SECOND CLASS II EZ2223 EZ2223.The North Carolina HARNS have been completed but, EZ2223.due to contractual restrictions, coordinates for these stations EZ2223.will NOT be published in the near future. In the interim, the EZ2223.published coordinates in North Carolina will not be EZ2223.consistent with the Continuously Operating Reference Stations EZ2223.(CORS). The HARN coordinates for these stations are available EZ2223.upon request. Contact Gary Thompson(919-733-3836). EZ2223. EZ2223.In addition, the published North Carolina positions EZ2223.(NAD 83 (1986)) are NOT consistent with those determined in EZ2223.adjacent state readjustments. The discontinuity between stations EZ2223.located in North Carolina and those in adjacent states EZ2223.which have been adjusted to the HARN may be as much as 5 EZ2223.decimeters. This will result in a significant loss of accuracy EZ2223.over lines crossing such state borders. EZ2223 EZ2223 EZ2223.The horizontal coordinates were established by classical geodetic methods EZ2223.and adjusted by the National Geodetic Survey in July 1986. EZ2223 EZ2223.The orthometric height was determined by differential leveling EZ2223.and adjusted by the National Geodetic Survey in June 1991. EZ2223 EZ2223.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2223 EZ2223.The geoid height was determined by GEOID03. EZ2223 EZ2223.The dynamic height is computed by dividing the NAVD 88 EZ2223.geopotential number by the normal gravity value computed on the EZ2223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2223.degrees latitude (g = 980.6199 gals.). EZ2223 EZ2223.The modeled gravity was interpolated from observed gravity values. EZ2223 EZ2223; North East Units Scale Factor Converg. EZ2223;SPC NC - 207,650.571 645,339.955 MT 0.99989332 +0 13 39.8 EZ2223;SPC NC - 681,266.92 2,117,252.84 sFT 0.99989332 +0 13 39.8 EZ2223;UTM 17 - 3,944,581.043 716,862.031 MT 1.00017957 +1 23 42.7 EZ2223 EZ2223! - Elev Factor x Scale Factor = Combined Factor EZ2223!SPC NC - 0.99998836 x 0.99989332 = 0.99988168 EZ2223!UTM 17 - 0.99998836 x 1.00017957 = 1.00016792 EZ2223 EZ2223: Primary Azimuth Mark Grid Az EZ2223:SPC NC - EARLY 152 59 26.0 EZ2223:UTM 17 - EARLY 151 49 23.1 EZ2223 EZ2223|---------------------------------------------------------------------| EZ2223| PID Reference Object Distance Geod. Az | EZ2223| dddmmss.s | EZ2223| EZ2224 EARLY APPROX. 1.4 KM 1531305.8 | EZ2223|---------------------------------------------------------------------| EZ2223 EZ2223 SUPERSEDED SURVEY CONTROL EZ2223 EZ2223 NAD 27 - 35 37 15.94419(N) 078 36 20.62396(W) AD( ) 2 EZ2223 NGVD 29 (??/??/92) 107.754 (m) 353.52 (f) ADJ UNCH 2 2 EZ2223 EZ2223.Superseded values are not recommended for survey control. EZ2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2223.See file dsdata.txt to determine how the superseded data were derived. EZ2223 EZ2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1686244581(NAD 83) EZ2223_MARKER: DE = TRAVERSE STATION DISK EZ2223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2223_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2223_STAMPING: WAYNE 1976 EZ2223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2223+STABILITY: SURFACE MOTION EZ2223 EZ2223 HISTORY - Date Condition Report By EZ2223 HISTORY - 1976 MONUMENTED NCGS EZ2223 HISTORY - 1976 GOOD NCGS EZ2223 HISTORY - 1987 GOOD USPSQD EZ2223 EZ2223 STATION DESCRIPTION EZ2223 EZ2223'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2223'WAYNE IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ2223'THE VICINITY OF GARNER, NORTH CAROLINA. EZ2223' EZ2223'WAYNE IS LOCATED APPROXIMATELY 6.0 MILES SOUTH OF GARNER AND EZ2223'8.6 MILES WEST OF CLAYTON. TO REACH STATION FROM THE INTERSECTION EZ2223'OF NC 42 WITH NC 50 NEAR THE JOHNSTON-WAKE COUNTY LINE, PROCEED EZ2223'NORTHERLY ALONG NC 50 FOR 2.1 MILES TO STATION ON LEFT, IN FRONT EZ2223'YARD OF WAYNE JOHNSONS RESIDENCE, NEAR A SMALL BRICK PUMP HOUSE EZ2223'AND 0.3 MILES NORTH OF T INTERSECTION WITH SR 2856 (E). EZ2223' EZ2223'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2223'WAYNE 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2223'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ2223' EZ2223'MARK IS 38.6 FT WSW OF C/L OF NC 50 EZ2223' EZ2223'26.3 FT SSE OF C/L OF DIRT DRIVEWAY LEADING TO RESIDENCE EZ2223' EZ2223'2.8 FT WSW OF A WOVEN WIRE FENCE AT 1ST METAL FENCE SOUTH OF GATE EZ2223' EZ2223'41.2 FT NNE OF NORTHEAST CORNER OF PUMP HOUSE EZ2223' EZ2223'56.6 FT N OF T.P. 114-1/2 WITH ALUMINUM REF. TAG EZ2223' EZ2223'42.3 FT SE OF T.P. WITH ALUMINUM REF. TAG EZ2223' EZ2223'20.6 FT SSW OF SOUTHERNMOST END OF CONCRETE PIPE UNDER DRIVEWAY EZ2223 EZ2223 STATION RECOVERY (1976) EZ2223 EZ2223'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2223'6.0 MI S FROM GARNER. EZ2223'TO REACH STATION FROM THE INTERSECTION OF NC 42 WITH NC 50 NEAR THE EZ2223'JOHNSTON-WAKE COUNTY LINE, PROCEED NORTHERLY ALONG NC 50 FOR 2.1 MILES EZ2223'TO STATION ON LEFT, IN FRONT YARD OF WAYNE JOHNSONS RESIDENCE, NEAR A EZ2223'SMALL BRICK PUMP HOUSE AND 0.3 MILE NORTH OF T INTERSECTION WITH SR EZ2223'2856 (E). 38.6 FT. WSW OF CENTERLINE OF NC 50, 26.3 FT. SSE OF EZ2223'CENTERLINE OF DIRT DRIVEWAY LEADING TO RESIDENCE, 2.8 FT. WSW OF A EZ2223'WOVEN WIRE FENCE AT FIRST METAL FENCE SOUTH OF GATE, 41.2 FT. NNE OF EZ2223'NORTHEAST CORNER OF PUMP HOUSE, 56.6 FT. N OF T.P. NO. 114 1/2 WITH EZ2223'ALUMINUM REF. TAG, 42.3 FT. SE OF T.P. WITH ALUMINUM REF. TAG AND 20.6 EZ2223'FT. SSW OF SOUTHERNMOST END OF CONCRETE PIPE UNDER DRIVEWAY. DISK IS EZ2223'SET IN CONCRETE CYLINDER, 1 INCH BELOW THE SURFACE OF THE GROUND. EZ2223 EZ2223 STATION RECOVERY (1987) EZ2223 EZ2223'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ2223'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6623 *********************************************************************** EZ6623 DESIGNATION - WEATHERBURN EZ6623 PID - EZ6623 EZ6623 STATE/COUNTY- NC/WAKE EZ6623 USGS QUAD - BAYLEAF (1987) EZ6623 EZ6623 *CURRENT SURVEY CONTROL EZ6623 ___________________________________________________________________ EZ6623* NAD 83(1986)- 35 53 58.94241(N) 078 38 54.59071(W) ADJUSTED EZ6623* NAVD 88 - 142.603 (meters) 467.86 (feet) ADJUSTED EZ6623 ___________________________________________________________________ EZ6623 LAPLACE CORR- -6.96 (seconds) DEFLEC99 EZ6623 GEOID HEIGHT- -32.56 (meters) GEOID03 EZ6623 DYNAMIC HT - 142.482 (meters) 467.46 (feet) COMP EZ6623 MODELED GRAV- 979,782.2 (mgal) NAVD 88 EZ6623 EZ6623 HORZ ORDER - SECOND EZ6623 VERT ORDER - SECOND CLASS II EZ6623 EZ6623.The North Carolina HARNS have been completed but, EZ6623.due to contractual restrictions, coordinates for these stations EZ6623.will NOT be published in the near future. In the interim, the EZ6623.published coordinates in North Carolina will not be EZ6623.consistent with the Continuously Operating Reference Stations EZ6623.(CORS). The HARN coordinates for these stations are available EZ6623.upon request. Contact Gary Thompson(919-733-3836). EZ6623. EZ6623.In addition, the published North Carolina positions EZ6623.(NAD 83 (1986)) are NOT consistent with those determined in EZ6623.adjacent state readjustments. The discontinuity between stations EZ6623.located in North Carolina and those in adjacent states EZ6623.which have been adjusted to the HARN may be as much as 5 EZ6623.decimeters. This will result in a significant loss of accuracy EZ6623.over lines crossing such state borders. EZ6623 EZ6623 EZ6623.The horizontal coordinates were established by classical geodetic methods EZ6623.and adjusted by the National Geodetic Survey in December 1992. EZ6623 EZ6623.The orthometric height was determined by differential leveling EZ6623.and adjusted by the National Geodetic Survey in September 1998. EZ6623 EZ6623.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6623 EZ6623.The geoid height was determined by GEOID03. EZ6623 EZ6623.The dynamic height is computed by dividing the NAVD 88 EZ6623.geopotential number by the normal gravity value computed on the EZ6623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6623.degrees latitude (g = 980.6199 gals.). EZ6623 EZ6623.The modeled gravity was interpolated from observed gravity values. EZ6623 EZ6623; North East Units Scale Factor Converg. EZ6623;SPC NC - 238,529.079 641,331.986 MT 0.99993642 +0 12 10.4 EZ6623;SPC NC - 782,574.15 2,104,103.36 sFT 0.99993642 +0 12 10.4 EZ6623;UTM 17 - 3,975,378.943 712,222.133 MT 1.00015500 +1 22 45.7 EZ6623 EZ6623! - Elev Factor x Scale Factor = Combined Factor EZ6623!SPC NC - 0.99998273 x 0.99993642 = 0.99991915 EZ6623!UTM 17 - 0.99998273 x 1.00015500 = 1.00013773 EZ6623 EZ6623 SUPERSEDED SURVEY CONTROL EZ6623 EZ6623 NGVD 29 (12/28/92) 142.88 (m) 468.8 (f) LEVELING 3 EZ6623 EZ6623.Superseded values are not recommended for survey control. EZ6623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6623.See file dsdata.txt to determine how the superseded data were derived. EZ6623 EZ6623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1222275379(NAD 83) EZ6623_MARKER: DH = HORIZONTAL CONTROL DISK EZ6623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6623_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6623_STAMPING: WEATHERBURN 1985 EZ6623_MARK LOGO: NCGS EZ6623_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6623+STABILITY: SURFACE MOTION EZ6623 EZ6623 HISTORY - Date Condition Report By EZ6623 HISTORY - 1985 MONUMENTED NCGS EZ6623 HISTORY - 19870101 GOOD NCGS EZ6623 EZ6623 STATION DESCRIPTION EZ6623 EZ6623'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ6623'THE STATION IS LOCATED IN NORTH RALEIGH. EZ6623' EZ6623'ALONG SR 1829 (STRICKLAND ROAD), 0.3 KM (0.2 MI) SOUTHEAST FROM THE EZ6623'CROSSROADS AT SIX FORKS, OR ABOUT 385 FT NORTHWEST OF A EZ6623'T-INTERSECTION WITH KINGS ARMS WAY (ENTRANCE TO WEATHERBURN EZ6623'SUBDIVISION). EZ6623' EZ6623'THE STATION IS A STANDARD NCGS DISK STAMPED---WEATHERBURN 1985---, EZ6623'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6623'25 CM IN DIAMETER. LOCATED EZ6623'12.6 METERS (41.5 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, EZ6623'46.4 METERS (152.4 FT) NORTH-NORTHWEST OF THE NORTHWEST END OF A EZ6623'CULVERT UNDER A WOODS ROAD, EZ6623'13.3 METERS (43.5 FT) NORTH-NORTHWEST OF A REDUCE SPEED METAL SIGN EZ6623'POST, EZ6623'71.3 METERS (234.0 FT) NORTHWEST OF A TELEPHONE PEDESTAL BESIDE A EZ6623'TAGGED POWER POLE--AND EZ6623'17.6 METERS (57.6 FT) SOUTHEAST OF A POWER POLE, EZ6623'4.5 METERS (14.9 FT) SOUTHWEST OF A 6-INCH PINE--BOTH WITH REFERNCE EZ6623'TAGS. EZ6623' EZ6623'STATION IS NOT A BENCH MARK. EZ6623 EZ6623 STATION RECOVERY (1987) EZ6623 EZ6623'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ6623'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2501 *********************************************************************** EZ2501 DESIGNATION - WELL EZ2501 PID - EZ2501 EZ2501 STATE/COUNTY- NC/WAKE EZ2501 USGS QUAD - RALEIGH EAST (1993) EZ2501 EZ2501 *CURRENT SURVEY CONTROL EZ2501 ___________________________________________________________________ EZ2501* NAD 83(1986)- 35 47 45.78016(N) 078 32 04.40209(W) ADJUSTED EZ2501* NAVD 88 - 79.574 (meters) 261.07 (feet) ADJUSTED EZ2501 ___________________________________________________________________ EZ2501 LAPLACE CORR- -7.19 (seconds) DEFLEC99 EZ2501 GEOID HEIGHT- -33.35 (meters) GEOID03 EZ2501 DYNAMIC HT - 79.504 (meters) 260.84 (feet) COMP EZ2501 MODELED GRAV- 979,756.9 (mgal) NAVD 88 EZ2501 EZ2501 HORZ ORDER - SECOND EZ2501 VERT ORDER - SECOND CLASS II EZ2501 EZ2501.The North Carolina HARNS have been completed but, EZ2501.due to contractual restrictions, coordinates for these stations EZ2501.will NOT be published in the near future. In the interim, the EZ2501.published coordinates in North Carolina will not be EZ2501.consistent with the Continuously Operating Reference Stations EZ2501.(CORS). The HARN coordinates for these stations are available EZ2501.upon request. Contact Gary Thompson(919-733-3836). EZ2501. EZ2501.In addition, the published North Carolina positions EZ2501.(NAD 83 (1986)) are NOT consistent with those determined in EZ2501.adjacent state readjustments. The discontinuity between stations EZ2501.located in North Carolina and those in adjacent states EZ2501.which have been adjusted to the HARN may be as much as 5 EZ2501.decimeters. This will result in a significant loss of accuracy EZ2501.over lines crossing such state borders. EZ2501 EZ2501 EZ2501.The horizontal coordinates were established by classical geodetic methods EZ2501.and adjusted by the National Geodetic Survey in July 1986. EZ2501 EZ2501.The orthometric height was determined by differential leveling EZ2501.and adjusted by the National Geodetic Survey in June 1991. EZ2501 EZ2501.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2501 EZ2501.The geoid height was determined by GEOID03. EZ2501 EZ2501.The dynamic height is computed by dividing the NAVD 88 EZ2501.geopotential number by the normal gravity value computed on the EZ2501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2501.degrees latitude (g = 980.6199 gals.). EZ2501 EZ2501.The modeled gravity was interpolated from observed gravity values. EZ2501 EZ2501; North East Units Scale Factor Converg. EZ2501;SPC NC - 227,071.077 651,671.524 MT 0.99991761 +0 16 07.1 EZ2501;SPC NC - 744,982.36 2,138,025.66 sFT 0.99991761 +0 16 07.1 EZ2501;UTM 17 - 3,964,132.542 722,797.221 MT 1.00021171 +1 26 33.5 EZ2501 EZ2501! - Elev Factor x Scale Factor = Combined Factor EZ2501!SPC NC - 0.99999275 x 0.99991761 = 0.99991036 EZ2501!UTM 17 - 0.99999275 x 1.00021171 = 1.00020445 EZ2501 EZ2501: Primary Azimuth Mark Grid Az EZ2501:SPC NC - NEUSE 235 55 12.8 EZ2501:UTM 17 - NEUSE 234 44 46.4 EZ2501 EZ2501|---------------------------------------------------------------------| EZ2501| PID Reference Object Distance Geod. Az | EZ2501| dddmmss.s | EZ2501| EZ2499 NEUSE APPROX. 0.8 KM 2361119.9 | EZ2501|---------------------------------------------------------------------| EZ2501 EZ2501 SUPERSEDED SURVEY CONTROL EZ2501 EZ2501 NAD 27 - 35 47 45.24621(N) 078 32 05.38887(W) AD( ) 2 EZ2501 NGVD 29 (??/??/92) 79.852 (m) 261.98 (f) ADJ UNCH 2 2 EZ2501 EZ2501.Superseded values are not recommended for survey control. EZ2501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2501.See file dsdata.txt to determine how the superseded data were derived. EZ2501 EZ2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2279764133(NAD 83) EZ2501_MARKER: DE = TRAVERSE STATION DISK EZ2501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2501_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2501_STAMPING: WELL 1965 EZ2501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2501+STABILITY: SURFACE MOTION EZ2501 EZ2501 HISTORY - Date Condition Report By EZ2501 HISTORY - 1965 MONUMENTED NCGS EZ2501 HISTORY - 1976 GOOD NCGS EZ2501 EZ2501 STATION DESCRIPTION EZ2501 EZ2501'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ2501'WELL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2501'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ2501' EZ2501'WELL IS 6.0 MILES ENE OF RALEIGH AND 3.2 MILES W OF EZ2501'KNIGHTDALE. LOCATED 0.35 MILES NE ALONG U.S. 64 FROM BRIDGE EZ2501'OVER NEUSE RIVER. 0.9 MILES W OF SR 2516. 0.35 MILES W OF EZ2501'SR 2589. AT THE NW QUADRANT OF U.S. 64 AND SR 2217. AND EZ2501'APPROXIMATELY 200 FT W OF THE WELL DRILLING CO. EZ2501' EZ2501'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2501'WELL 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ2501'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2501' EZ2501'MARK IS EZ2501' EZ2501'40.0 FT N OF YELLOW ARROW PAINTED ON SR 2589 EZ2501' EZ2501'55.1 FT E OF PP WITH ALUMINUM REF. TAG EZ2501' EZ2501'18.3 FT SW OF R/W MARKER EZ2501' EZ2501'54.0 FT S OF PP WITH ALUMINUM REF. TAG EZ2501' EZ2501'58.0 FT W OF S POINT OF LARGE TRAFFIC ISLAND EZ2501' EZ2501'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ2501 EZ2501 STATION RECOVERY (1976) EZ2501 EZ2501'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2501'3.2 MI W FROM KNIGHTDALE. EZ2501'TO REACH STATION FROM THE US 64 BRIDGE OVER THE NEUSE RIVER, PROCEED EZ2501'EAST ALONG US 64 FOR 0.3 MILE TO SR 2217 (N) AND STATION ON LEFT IN EZ2501'THE NORTHWEST QUADRANT OF THE T INTERSECTION. 57.6 FT. NNW OF EZ2501'CENTERLINE OF US 64 WEST BOUND LANE, 58.0 FT. W OF SOUTH END OF EZ2501'CONCRETE TRAFFIC ISLAND IN SR 2217, 18.3 FT. SW OF A R/W MARKER, 54.0 EZ2501'FT. S OF A POWER POLE WITH ALUMINUM REF. TAG AND 55.8 FT. NE OF TOP OF EZ2501'A TELEPHONE PEDESTAL. DISK IS SET IN CONCRETE CYLINDER, 2 INCHES EZ2501'BELOW THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4485 *********************************************************************** EZ4485 DESIGNATION - WELLINGTON EZ4485 PID - EZ4485 EZ4485 STATE/COUNTY- NC/WAKE EZ4485 USGS QUAD - ROLESVILLE (1993) EZ4485 EZ4485 *CURRENT SURVEY CONTROL EZ4485 ___________________________________________________________________ EZ4485* NAD 83(1986)- 35 58 05.13951(N) 078 28 58.59161(W) ADJUSTED EZ4485* NAVD 88 - 109.7 (meters) 360. (feet) VERTCON EZ4485 ___________________________________________________________________ EZ4485 LAPLACE CORR- -7.25 (seconds) DEFLEC99 EZ4485 GEOID HEIGHT- -33.06 (meters) GEOID03 EZ4485 EZ4485 HORZ ORDER - SECOND EZ4485 EZ4485.The North Carolina HARNS have been completed but, EZ4485.due to contractual restrictions, coordinates for these stations EZ4485.will NOT be published in the near future. In the interim, the EZ4485.published coordinates in North Carolina will not be EZ4485.consistent with the Continuously Operating Reference Stations EZ4485.(CORS). The HARN coordinates for these stations are available EZ4485.upon request. Contact Gary Thompson(919-733-3836). EZ4485. EZ4485.In addition, the published North Carolina positions EZ4485.(NAD 83 (1986)) are NOT consistent with those determined in EZ4485.adjacent state readjustments. The discontinuity between stations EZ4485.located in North Carolina and those in adjacent states EZ4485.which have been adjusted to the HARN may be as much as 5 EZ4485.decimeters. This will result in a significant loss of accuracy EZ4485.over lines crossing such state borders. EZ4485 EZ4485 EZ4485.The horizontal coordinates were established by classical geodetic methods EZ4485.and adjusted by the National Geodetic Survey in July 1986. EZ4485 EZ4485.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4485 EZ4485.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4485 EZ4485.The geoid height was determined by GEOID03. EZ4485 EZ4485; North East Units Scale Factor Converg. EZ4485;SPC NC - 246,182.116 656,237.324 MT 0.99995063 +0 17 54.3 EZ4485;SPC NC - 807,682.49 2,153,005.29 sFT 0.99995063 +0 17 54.3 EZ4485;UTM 17 - 3,983,338.920 726,970.620 MT 1.00023482 +1 28 44.4 EZ4485 EZ4485! - Elev Factor x Scale Factor = Combined Factor EZ4485!SPC NC - 0.99998797 x 0.99995063 = 0.99993860 EZ4485!UTM 17 - 0.99998797 x 1.00023482 = 1.00022279 EZ4485 EZ4485: Primary Azimuth Mark Grid Az EZ4485:SPC NC - D HUNT 094 27 43.8 EZ4485:UTM 17 - D HUNT 093 16 53.7 EZ4485 EZ4485|---------------------------------------------------------------------| EZ4485| PID Reference Object Distance Geod. Az | EZ4485| dddmmss.s | EZ4485| EZ4484 D HUNT APPROX. 0.9 KM 0944538.1 | EZ4485| EZ4486 JOYNER 180.641 METERS 27741 | EZ4485|---------------------------------------------------------------------| EZ4485 EZ4485 SUPERSEDED SURVEY CONTROL EZ4485 EZ4485 NAD 27 - 35 58 04.58980(N) 078 28 59.59272(W) AD( ) 2 EZ4485 NGVD 29 (07/19/86) 110.0 (m) 361. (f) VERT ANG EZ4485 EZ4485.Superseded values are not recommended for survey control. EZ4485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4485.See file dsdata.txt to determine how the superseded data were derived. EZ4485 EZ4485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2697183339(NAD 83) EZ4485_MARKER: DE = TRAVERSE STATION DISK EZ4485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4485_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4485_MAGNETIC: N = NO MAGNETIC MATERIAL EZ4485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4485+STABILITY: SURFACE MOTION EZ4485 EZ4485 HISTORY - Date Condition Report By EZ4485 HISTORY - 1978 MONUMENTED NCGS EZ4485 HISTORY - 20041203 MARK NOT FOUND USPSQD EZ4485 EZ4485 STATION DESCRIPTION EZ4485 EZ4485'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ4485'THE STATION IS LOCATED APPROXIMATELY 1.7 MILES SOUTHEAST OF WAKE EZ4485'FOREST AND 3.3 MILES NORTHWEST OF ROLESVILLE. EZ4485' EZ4485'TO REACH THE STATION FROM THE EASTERNMOST INTERSECTION OF US 1A WITH EZ4485'NC 98 IN WAKE FOREST, PROCEED EASTERLY ALONG NC 98 FOR 1.8 MILES TO EZ4485'STATION ON 5 FOOT BANK ON RIGHT, APPROXIMATELY 200 FEET EAST-SOUTHEAST EZ4485'OF THE ENTRANCE TO WELLINGTON TRAILER PARK AND 0.5 MILE EAST OF T EZ4485'INTERSECTION WITH SR 2053 (SOUTH). EZ4485' EZ4485'STATION MARK IS A STANDARD DISK STAMPED---WELLINGTON 1978---SET IN THE EZ4485'TOP OF A CONCRETE CYLINDER WHICH IS 3 INCHES ABOVE THE GROUND. THE EZ4485'MARK IS 42.6 FEET SOUTH OF CENTERLINE OF NC 98, 66.2 FEET WEST OF EZ4485'TELEPHONE PEDESTAL 46, 32.7 FEET NORTHWEST OF 14 INCH WHITE OAK WITH EZ4485'REFERENCE TAG, 11.0 FEET NORTH OF 6 INCH TWIN PINE WITH REFERENCE TAG EZ4485'AND 55.4 FEET EAST OF TELEPHONE POLE WITH REFERENCE TAG. EZ4485 EZ4485 STATION RECOVERY (2004) EZ4485 EZ4485'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ4485'MARK NOT FOUND 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4413 *********************************************************************** EZ4413 DESIGNATION - WENDELL MUN TANK EZ4413 PID - EZ4413 EZ4413 STATE/COUNTY- NC/WAKE EZ4413 USGS QUAD - ZEBULON (1981) EZ4413 EZ4413 *CURRENT SURVEY CONTROL EZ4413 ___________________________________________________________________ EZ4413* NAD 83(1986)- 35 46 58.32668(N) 078 22 08.69866(W) ADJUSTED EZ4413* NAVD 88 - EZ4413 ___________________________________________________________________ EZ4413 LAPLACE CORR- -4.52 (seconds) DEFLEC99 EZ4413 GEOID HEIGHT- -33.97 (meters) GEOID03 EZ4413 EZ4413 HORZ ORDER - THIRD EZ4413 EZ4413.The North Carolina HARNS have been completed but, EZ4413.due to contractual restrictions, coordinates for these stations EZ4413.will NOT be published in the near future. In the interim, the EZ4413.published coordinates in North Carolina will not be EZ4413.consistent with the Continuously Operating Reference Stations EZ4413.(CORS). The HARN coordinates for these stations are available EZ4413.upon request. Contact Gary Thompson(919-733-3836). EZ4413. EZ4413.In addition, the published North Carolina positions EZ4413.(NAD 83 (1986)) are NOT consistent with those determined in EZ4413.adjacent state readjustments. The discontinuity between stations EZ4413.located in North Carolina and those in adjacent states EZ4413.which have been adjusted to the HARN may be as much as 5 EZ4413.decimeters. This will result in a significant loss of accuracy EZ4413.over lines crossing such state borders. EZ4413 EZ4413 EZ4413.The horizontal coordinates were established by classical geodetic methods EZ4413.and adjusted by the National Geodetic Survey in July 1986. EZ4413 EZ4413 EZ4413.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4413 EZ4413.The geoid height was determined by GEOID03. EZ4413 EZ4413; North East Units Scale Factor Converg. EZ4413;SPC NC - 225,691.264 666,637.349 MT 0.99991545 +0 21 50.9 EZ4413;SPC NC - 740,455.42 2,187,126.04 sFT 0.99991545 +0 21 50.9 EZ4413;UTM 17 - 3,963,059.407 737,793.240 MT 1.00029684 +1 32 20.6 EZ4413 EZ4413 SUPERSEDED SURVEY CONTROL EZ4413 EZ4413 NAD 27 - 35 46 57.76502(N) 078 22 09.69081(W) AD( ) 3 EZ4413 EZ4413.Superseded values are not recommended for survey control. EZ4413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4413.See file dsdata.txt to determine how the superseded data were derived. EZ4413 EZ4413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3779363059(NAD 83) EZ4413_MARKER: 53 = ELEVATED TANK EZ4413 EZ4413 HISTORY - Date Condition Report By EZ4413 HISTORY - 1933 FIRST OBSERVED CGS EZ4413 HISTORY - 1969 GOOD CGS EZ4413 HISTORY - 1987 GOOD USPSQD EZ4413 HISTORY - 20050103 MARK NOT FOUND GEOCAC EZ4413 EZ4413 STATION DESCRIPTION EZ4413 EZ4413'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ) EZ4413'THE STATION IS THE CENTER OF THE TOP OF A 140 FOOT HIGH EZ4413'HEMISPHERICAL BOTTOMED ELEVATED TANK. IT IS 70 FEET NORTH OF EZ4413'FOURTH STREET AND 100 FEET WEST OF PINE STREET. EZ4413' EZ4413'THE COMPLETE NAME OF THIS STATION IS WENDELL MUNICIPAL TANK. EZ4413 EZ4413 STATION RECOVERY (1987) EZ4413 EZ4413'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCB) EZ4413'RECOVERED IN GOOD CONDITION. EZ4413 EZ4413 STATION RECOVERY (2005) EZ4413 EZ4413'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ4413'TANK WAS DISMANTLED IN JULY 2002, PER TOWN MANAGER. SITE IS ENCLOSED EZ4413'BY A BRICK WALL AND USED AS PARKING FOR WENDELL POLICE DEPARTMENT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4451 *********************************************************************** EZ4451 DESIGNATION - WENDELL RAD STA WETC EAST MAST EZ4451 PID - EZ4451 EZ4451 STATE/COUNTY- NC/WAKE EZ4451 USGS QUAD - KNIGHTDALE (1993) EZ4451 EZ4451 *CURRENT SURVEY CONTROL EZ4451 ___________________________________________________________________ EZ4451* NAD 83(1986)- 35 52 05.21471(N) 078 25 48.93199(W) ADJUSTED EZ4451* NAVD 88 - EZ4451 ___________________________________________________________________ EZ4451 LAPLACE CORR- -6.26 (seconds) DEFLEC99 EZ4451 GEOID HEIGHT- -33.58 (meters) GEOID03 EZ4451 EZ4451 HORZ ORDER - THIRD EZ4451 EZ4451.The North Carolina HARNS have been completed but, EZ4451.due to contractual restrictions, coordinates for these stations EZ4451.will NOT be published in the near future. In the interim, the EZ4451.published coordinates in North Carolina will not be EZ4451.consistent with the Continuously Operating Reference Stations EZ4451.(CORS). The HARN coordinates for these stations are available EZ4451.upon request. Contact Gary Thompson(919-733-3836). EZ4451. EZ4451.In addition, the published North Carolina positions EZ4451.(NAD 83 (1986)) are NOT consistent with those determined in EZ4451.adjacent state readjustments. The discontinuity between stations EZ4451.located in North Carolina and those in adjacent states EZ4451.which have been adjusted to the HARN may be as much as 5 EZ4451.decimeters. This will result in a significant loss of accuracy EZ4451.over lines crossing such state borders. EZ4451 EZ4451 EZ4451.The horizontal coordinates were established by classical geodetic methods EZ4451.and adjusted by the National Geodetic Survey in July 1986. EZ4451 EZ4451 EZ4451.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4451 EZ4451.The geoid height was determined by GEOID03. EZ4451 EZ4451; North East Units Scale Factor Converg. EZ4451;SPC NC - 235,115.542 661,052.709 MT 0.99993034 +0 19 43.8 EZ4451;SPC NC - 771,374.91 2,168,803.76 sFT 0.99993034 +0 19 43.8 EZ4451;UTM 17 - 3,972,370.388 732,014.256 MT 1.00026336 +1 30 22.8 EZ4451 EZ4451 SUPERSEDED SURVEY CONTROL EZ4451 EZ4451 NAD 27 - 35 52 04.65543(N) 078 25 49.92626(W) AD( ) 3 EZ4451 EZ4451.Superseded values are not recommended for survey control. EZ4451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4451.See file dsdata.txt to determine how the superseded data were derived. EZ4451 EZ4451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3201472370(NAD 83) EZ4451_MARKER: 42 = RADIO/TV MAST EZ4451 EZ4451 HISTORY - Date Condition Report By EZ4451 HISTORY - 1969 FIRST OBSERVED CGS EZ4451 EZ4451 STATION DESCRIPTION EZ4451 EZ4451'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ) EZ4451'THE STATION, WENDELL EAST RADIO STATION WETC IS THE CENTER EZ4451'OF THE TOP OF THE MOST EASTERLY ONE OF FOUR MASTS THAT ARE IN EZ4451'A NORTHWEST-SOUTHEAST LINE. IT IS A STEEL MAST THAT IS 425 EZ4451'FEET HIGH, LOCATED ABOUT 7 MILES NORTHWEST OF WENDELL. TO REACH EZ4451'THE STATION FROM THE POST OFFICE IN ROLESVILLE, GO SOUTH ON EZ4451'COUNTY ROAD 1003 FOR 4.4 MILES TO A FORK, TAKE THE LEFT FORK EZ4451'AND GO EAST-SOUTHEAST ON PAVED ROAD FOR 0.7 MILE TO A TRACK EZ4451'ROAD ON THE LEFT. TURN LEFT AND GO NORTH ON TRACK ROAD FOR EZ4451'0.55 MILE TO THE STATION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4452 *********************************************************************** EZ4452 DESIGNATION - WENDELL RAD STA WETC WEST MAST EZ4452 PID - EZ4452 EZ4452 STATE/COUNTY- NC/WAKE EZ4452 USGS QUAD - KNIGHTDALE (1993) EZ4452 EZ4452 *CURRENT SURVEY CONTROL EZ4452 ___________________________________________________________________ EZ4452* NAD 83(1986)- 35 52 14.04967(N) 078 26 01.45607(W) ADJUSTED EZ4452* NAVD 88 - EZ4452 ___________________________________________________________________ EZ4452 LAPLACE CORR- -6.30 (seconds) DEFLEC99 EZ4452 GEOID HEIGHT- -33.56 (meters) GEOID03 EZ4452 EZ4452 HORZ ORDER - THIRD EZ4452 EZ4452.The North Carolina HARNS have been completed but, EZ4452.due to contractual restrictions, coordinates for these stations EZ4452.will NOT be published in the near future. In the interim, the EZ4452.published coordinates in North Carolina will not be EZ4452.consistent with the Continuously Operating Reference Stations EZ4452.(CORS). The HARN coordinates for these stations are available EZ4452.upon request. Contact Gary Thompson(919-733-3836). EZ4452. EZ4452.In addition, the published North Carolina positions EZ4452.(NAD 83 (1986)) are NOT consistent with those determined in EZ4452.adjacent state readjustments. The discontinuity between stations EZ4452.located in North Carolina and those in adjacent states EZ4452.which have been adjusted to the HARN may be as much as 5 EZ4452.decimeters. This will result in a significant loss of accuracy EZ4452.over lines crossing such state borders. EZ4452 EZ4452 EZ4452.The horizontal coordinates were established by classical geodetic methods EZ4452.and adjusted by the National Geodetic Survey in July 1986. EZ4452 EZ4452 EZ4452.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4452 EZ4452.The geoid height was determined by GEOID03. EZ4452 EZ4452; North East Units Scale Factor Converg. EZ4452;SPC NC - 235,386.026 660,736.990 MT 0.99993080 +0 19 36.6 EZ4452;SPC NC - 772,262.32 2,167,767.94 sFT 0.99993080 +0 19 36.6 EZ4452;UTM 17 - 3,972,634.414 731,692.939 MT 1.00026152 +1 30 15.8 EZ4452 EZ4452 SUPERSEDED SURVEY CONTROL EZ4452 EZ4452 NAD 27 - 35 52 13.49464(N) 078 26 02.44659(W) AD( ) 3 EZ4452 EZ4452.Superseded values are not recommended for survey control. EZ4452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4452.See file dsdata.txt to determine how the superseded data were derived. EZ4452 EZ4452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3169372634(NAD 83) EZ4452_MARKER: 42 = RADIO/TV MAST EZ4452 EZ4452 HISTORY - Date Condition Report By EZ4452 HISTORY - 1969 FIRST OBSERVED CGS EZ4452 EZ4452 STATION DESCRIPTION EZ4452 EZ4452'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ) EZ4452'THE STATION, WENDELL WEST RADIO STATION WETC IS THE CENTER EZ4452'OF THE TOP OF THE MOST WESTERLY ONE OF FOUR MASTS THAT ARE IN EZ4452'A NORTHWEST-SOUTHEAST LINE. IT IS A STEEL MAST THAT IS 425 EZ4452'FEET HIGH, LOCATED ABOUT 7 MILES NORTHWEST OF WENDELL. TO EZ4452'REACH THE STATION FROM THE POST OFFICE IN ROLESVILLE, GO SOUTH EZ4452'ON COUNTY ROAD 1003 FOR 4.4 MILES TO A FORK, TAKE THE LEFT EZ4452'FORK AND GO EAST-SOUTHEAST ON PAVED ROAD FOR 0.7 MILE TO A EZ4452'TRACK ROAD ON THE LEFT. TURN LEFT AND GO NORTH ON TRACK ROAD EZ4452'FOR 0.55 MILE TO THE STATION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0969 *********************************************************************** EZ0969 DESIGNATION - WEST BASE EZ0969 PID - EZ0969 EZ0969 STATE/COUNTY- NC/WAKE EZ0969 USGS QUAD - RALEIGH WEST (1988) EZ0969 EZ0969 *CURRENT SURVEY CONTROL EZ0969 ___________________________________________________________________ EZ0969* NAD 83(1986)- 35 47 54.00264(N) 078 43 04.43751(W) ADJUSTED EZ0969* NAVD 88 - 136.178 (meters) 446.78 (feet) ADJUSTED EZ0969 ___________________________________________________________________ EZ0969 LAPLACE CORR- -7.01 (seconds) DEFLEC99 EZ0969 GEOID HEIGHT- -32.53 (meters) GEOID03 EZ0969 DYNAMIC HT - 136.060 (meters) 446.39 (feet) COMP EZ0969 MODELED GRAV- 979,768.5 (mgal) NAVD 88 EZ0969 EZ0969 HORZ ORDER - SECOND EZ0969 VERT ORDER - SECOND CLASS 0 EZ0969 EZ0969.The North Carolina HARNS have been completed but, EZ0969.due to contractual restrictions, coordinates for these stations EZ0969.will NOT be published in the near future. In the interim, the EZ0969.published coordinates in North Carolina will not be EZ0969.consistent with the Continuously Operating Reference Stations EZ0969.(CORS). The HARN coordinates for these stations are available EZ0969.upon request. Contact Gary Thompson(919-733-3836). EZ0969. EZ0969.In addition, the published North Carolina positions EZ0969.(NAD 83 (1986)) are NOT consistent with those determined in EZ0969.adjacent state readjustments. The discontinuity between stations EZ0969.located in North Carolina and those in adjacent states EZ0969.which have been adjusted to the HARN may be as much as 5 EZ0969.decimeters. This will result in a significant loss of accuracy EZ0969.over lines crossing such state borders. EZ0969 EZ0969 EZ0969.The horizontal coordinates were established by classical geodetic methods EZ0969.and adjusted by the National Geodetic Survey in July 1986. EZ0969 EZ0969.The orthometric height was determined by differential leveling EZ0969.and adjusted by the National Geodetic Survey in June 1991. EZ0969 EZ0969.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0969 EZ0969.The geoid height was determined by GEOID03. EZ0969 EZ0969.The dynamic height is computed by dividing the NAVD 88 EZ0969.geopotential number by the normal gravity value computed on the EZ0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0969.degrees latitude (g = 980.6199 gals.). EZ0969 EZ0969.The modeled gravity was interpolated from observed gravity values. EZ0969 EZ0969; North East Units Scale Factor Converg. EZ0969;SPC NC - 227,262.082 635,098.933 MT 0.99991799 +0 09 46.2 EZ0969;SPC NC - 745,609.01 2,083,653.75 sFT 0.99991799 +0 09 46.2 EZ0969;UTM 17 - 3,963,984.132 706,220.058 MT 1.00012406 +1 20 07.3 EZ0969 EZ0969! - Elev Factor x Scale Factor = Combined Factor EZ0969!SPC NC - 0.99998373 x 0.99991799 = 0.99990172 EZ0969!UTM 17 - 0.99998373 x 1.00012406 = 1.00010779 EZ0969 EZ0969: Primary Azimuth Mark Grid Az EZ0969:SPC NC - TANKER 149 56 44.6 EZ0969:UTM 17 - TANKER 148 46 23.5 EZ0969 EZ0969|---------------------------------------------------------------------| EZ0969| PID Reference Object Distance Geod. Az | EZ0969| dddmmss.s | EZ0969| EZ0970 TANKER APPROX. 0.9 KM 1500630.8 | EZ0969|---------------------------------------------------------------------| EZ0969 EZ0969 SUPERSEDED SURVEY CONTROL EZ0969 EZ0969 NAD 27 - 35 47 53.46629(N) 078 43 05.42679(W) AD( ) 2 EZ0969 NGVD 29 (??/??/92) 136.44 (m) 447.6 (f) COMPUTED 2 0 EZ0969 EZ0969.Superseded values are not recommended for survey control. EZ0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0969.See file dsdata.txt to determine how the superseded data were derived. EZ0969 EZ0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0622063984(NAD 83) EZ0969_MARKER: DE = TRAVERSE STATION DISK EZ0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0969_STAMPING: WEST BASE 1961 EZ0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0969+STABILITY: SURFACE MOTION EZ0969 EZ0969 HISTORY - Date Condition Report By EZ0969 HISTORY - 1970 MONUMENTED NCGS EZ0969 HISTORY - 1973 GOOD NCGS EZ0969 HISTORY - 1973 GOOD NCGS EZ0969 EZ0969 STATION DESCRIPTION EZ0969 EZ0969'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ0969'WEST BASE IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ0969'THE VICINITY OF NORTHWEST WAKE COUNTY. EZ0969' EZ0969'WEST BASE IS LOCATED APPROXIMATELY 4.4 MILES WEST OF RALEIGH AND EZ0969'3.5 MILES EAST OF CARY. TO REACH STATION PROCEED FROM THE EZ0969'INTERSECTION OF NC 54 AND SR 1658 NEAR SOUTHWEST CORNER OF STATE EZ0969'FAIRGROUNDS, GO NORTH ON SR 1658 FOR 0.55 MILE TO STATION ON LEFT, EZ0969'APPROXIMATELY 200 FEET SOUTHEAST OF INTERSECTION OF SR 1658 AND EZ0969'SR 1656, APPROXIMATELY 500 FEET SOUTHEEAST OF CARTER STADIUM, IN EZ0969'PARKING LOT NEXT TO THE FIRST POWER POLE. EZ0969' EZ0969'STATION MARK IS A STANDARD PRECAST MONUMENT WITH A DISK STAMPED EZ0969'WEST BASE 1961, 1966, WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0969' EZ0969'MARK IS-- EZ0969'165.2 FEET SSW OF C/L OF SR 1656. EZ0969'182.3 FEET W OF C/L OF SR 1658. EZ0969'7.7 FEET E OF ALUMINUM REF. TAG ON PP. EZ0969'114.8 FEET S OF ALUMINUM REF. TAG ON PP. EZ0969'80.2 FEET WSW OF ALUMINUM REF. TAG ON N GATE POST. EZ0969'87.8 FEET SW OF ALUMINUM REF. TAG ON S GATE POST. EZ0969'6.1 FEET W OF BOTTOM OF GUY WIRE. EZ0969 EZ0969 STATION RECOVERY (1973) EZ0969 EZ0969'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EZ0969'MARK WAS RECOVERED IN GOOD CONDITION. EZ0969 EZ0969 STATION RECOVERY (1973) EZ0969 EZ0969'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0969'4.6 MI WNW FROM RALEIGH. EZ0969'TO REACH STATION FROM THE INTERSECTION OF NC 54 (HILLSBOROUGH EZ0969'STREET) AND SR 1658 NEAR THE SW CORNER OF STATE FAIRGROUNDS, EZ0969'PROCEED NORTH ALONG SR 1658 FOR 0.55 MILES TO STATION ON THE LEFT EZ0969'IN A PARKING LOT FOR CARTER STADIUM, APPROXIMATELY 200 FT SW OF EZ0969'INTERSECTION OF SR 1658 AND SR 1656 (OLD TRINITY ROAD), 165.2 FT EZ0969'SSW OF C/L OF SR 1656, 182.3 FT W OF C/L OF SR 1658, 07.7 FT E OF EZ0969'ALUMINUM REF. TAG ON PP, 114.8 FT S OF ALUMINUM REF. TAG ON PP, EZ0969'80.2 FT WSW OF ALUMINUM REF. TAG ON N GATE POST, 87.8 FT SW OF EZ0969'ALUMINUM REF. TAG ON S GATE POST, AND 06.1 FT W OF END OF GUY EZ0969'WIRE. DISK IS SET IN THE TOP OF A CONCRETE CYLINDER FLUSH WITH EZ0969'THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6624 *********************************************************************** EZ6624 DESIGNATION - WESTERN EZ6624 PID - EZ6624 EZ6624 STATE/COUNTY- NC/WAKE EZ6624 USGS QUAD - RALEIGH WEST (1988) EZ6624 EZ6624 *CURRENT SURVEY CONTROL EZ6624 ___________________________________________________________________ EZ6624* NAD 83(1986)- 35 47 03.35987(N) 078 42 00.26128(W) ADJUSTED EZ6624* NAVD 88 - 119.2 (meters) 391. (feet) VERTCON EZ6624 ___________________________________________________________________ EZ6624 LAPLACE CORR- -6.78 (seconds) DEFLEC99 EZ6624 GEOID HEIGHT- -32.64 (meters) GEOID03 EZ6624 EZ6624 HORZ ORDER - SECOND EZ6624 EZ6624.The North Carolina HARNS have been completed but, EZ6624.due to contractual restrictions, coordinates for these stations EZ6624.will NOT be published in the near future. In the interim, the EZ6624.published coordinates in North Carolina will not be EZ6624.consistent with the Continuously Operating Reference Stations EZ6624.(CORS). The HARN coordinates for these stations are available EZ6624.upon request. Contact Gary Thompson(919-733-3836). EZ6624. EZ6624.In addition, the published North Carolina positions EZ6624.(NAD 83 (1986)) are NOT consistent with those determined in EZ6624.adjacent state readjustments. The discontinuity between stations EZ6624.located in North Carolina and those in adjacent states EZ6624.which have been adjusted to the HARN may be as much as 5 EZ6624.decimeters. This will result in a significant loss of accuracy EZ6624.over lines crossing such state borders. EZ6624 EZ6624 EZ6624.The horizontal coordinates were established by classical geodetic methods EZ6624.and adjusted by the National Geodetic Survey in December 1992. EZ6624 EZ6624.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6624 EZ6624.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6624 EZ6624.The geoid height was determined by GEOID03. EZ6624 EZ6624; North East Units Scale Factor Converg. EZ6624;SPC NC - 225,706.088 636,714.916 MT 0.99991568 +0 10 23.2 EZ6624;SPC NC - 740,504.06 2,088,955.52 sFT 0.99991568 +0 10 23.2 EZ6624;UTM 17 - 3,962,461.206 707,867.887 MT 1.00013247 +1 20 43.2 EZ6624 EZ6624! - Elev Factor x Scale Factor = Combined Factor EZ6624!SPC NC - 0.99998642 x 0.99991568 = 0.99990210 EZ6624!UTM 17 - 0.99998642 x 1.00013247 = 1.00011889 EZ6624 EZ6624 SUPERSEDED SURVEY CONTROL EZ6624 EZ6624 NGVD 29 (12/28/92) 119.4 (m) 392. (f) VERT ANG EZ6624 EZ6624.Superseded values are not recommended for survey control. EZ6624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6624.See file dsdata.txt to determine how the superseded data were derived. EZ6624 EZ6624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0786862461(NAD 83) EZ6624_MARKER: DH = HORIZONTAL CONTROL DISK EZ6624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6624_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6624_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6624+STABILITY: SURFACE MOTION EZ6624 EZ6624 HISTORY - Date Condition Report By EZ6624 HISTORY - 1984 MONUMENTED NCGS EZ6624 EZ6624 STATION DESCRIPTION EZ6624 EZ6624'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6624'THE STATION IS LOCATED ABOUT 5.3 KM (3.3 MI) WEST OF THE CAPITOL EZ6624'SQUARE IN RALEIGH. EZ6624' EZ6624'AT THE US 1-US 64 OVERPASS OF WESTERN BOULEVARD, IN THE MEDIAN, AT EZ6624'THE NORTH SIDE OF THE OVERPASS, AND NEAR THE NORTHEAST CORNER OF EZ6624'THE WESTBOUND LANE BRIDGE. EZ6624' EZ6624'THE STATION IS A STANDARD NCGS DISK STAMPED---WESTERN 1984---, EZ6624'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6624'25 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EZ6624'3.2 METERS (10.4 FT) SOUTHEAST OF THE EDGE OF THE HIGHWAY PAVEMENT, EZ6624'2.6 METERS (8.5 FT) EAST OF THE NORTHEAST END OF THE BRIDGE RAIL, EZ6624'1.1 METER (3.6 FT) SOUTHEAST OF THE EAST END OF THE WING WALL--AND EZ6624'7.6 METERS (24.9 FT) NORTH OF A 12-INCH PINE, EZ6624'14.9 METERS (48.9 FT) WEST OF A 10-INCH GUM, AND EZ6624'18.1 METERS (59.4 FT) WEST-SOUTHWEST OF A 6-INCH OAK--ALL THREE WITH EZ6624'REFERENCE TAGS. EZ6624' EZ6624'MARK IS LEVEL WITH HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7331 *********************************************************************** AE7331 DESIGNATION - WESTLAKE AE7331 PID - AE7331 AE7331 STATE/COUNTY- NC/WAKE AE7331 USGS QUAD - BAYLEAF (1987) AE7331 AE7331 *CURRENT SURVEY CONTROL AE7331 ___________________________________________________________________ AE7331* NAD 83(1986)- 35 53 07.89548(N) 078 42 18.69122(W) ADJUSTED AE7331* NAVD 88 - 126.2 (meters) 414. (feet) VERTCON AE7331 ___________________________________________________________________ AE7331 LAPLACE CORR- -7.38 (seconds) DEFLEC99 AE7331 GEOID HEIGHT- -32.36 (meters) GEOID03 AE7331 AE7331 HORZ ORDER - SECOND AE7331 AE7331.The North Carolina HARNS have been completed but, AE7331.due to contractual restrictions, coordinates for these stations AE7331.will NOT be published in the near future. In the interim, the AE7331.published coordinates in North Carolina will not be AE7331.consistent with the Continuously Operating Reference Stations AE7331.(CORS). The HARN coordinates for these stations are available AE7331.upon request. Contact Gary Thompson(919-733-3836). AE7331. AE7331.In addition, the published North Carolina positions AE7331.(NAD 83 (1986)) are NOT consistent with those determined in AE7331.adjacent state readjustments. The discontinuity between stations AE7331.located in North Carolina and those in adjacent states AE7331.which have been adjusted to the HARN may be as much as 5 AE7331.decimeters. This will result in a significant loss of accuracy AE7331.over lines crossing such state borders. AE7331 AE7331 AE7331.The horizontal coordinates were established by classical geodetic methods AE7331.and adjusted by the National Geodetic Survey in March 1998. AE7331 AE7331.The NAVD 88 height was computed by applying the VERTCON shift value to AE7331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7331 AE7331.The Laplace correction was computed from DEFLEC99 derived deflections. AE7331 AE7331.The geoid height was determined by GEOID03. AE7331 AE7331; North East Units Scale Factor Converg. AE7331;SPC NC - 236,939.190 636,218.753 MT 0.99993365 +0 10 12.6 AE7331;SPC NC - 777,357.99 2,087,327.69 sFT 0.99993365 +0 10 12.6 AE7331;UTM 17 - 3,973,684.099 707,141.557 MT 1.00012874 +1 20 44.2 AE7331 AE7331! - Elev Factor x Scale Factor = Combined Factor AE7331!SPC NC - 0.99998527 x 0.99993365 = 0.99991892 AE7331!UTM 17 - 0.99998527 x 1.00012874 = 1.00011401 AE7331 AE7331 SUPERSEDED SURVEY CONTROL AE7331 AE7331 NGVD 29 (03/10/98) 126.5 (m) 415. (f) VERT ANG AE7331 AE7331.Superseded values are not recommended for survey control. AE7331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7331.See file dsdata.txt to determine how the superseded data were derived. AE7331 AE7331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0714273684(NAD 83) AE7331_MARKER: DH = HORIZONTAL CONTROL DISK AE7331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7331_STAMPING: WESTLAKE 1986 AE7331_MARK LOGO: NCGS AE7331_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7331+STABILITY: SURFACE MOTION AE7331 AE7331 HISTORY - Date Condition Report By AE7331 HISTORY - 1986 MONUMENTED NCGS AE7331 AE7331 STATION DESCRIPTION AE7331 AE7331'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7331'STATION IS LOCATED ABOUT 13.2 KM (8.20 MI) NORTH-NORTHWEST OF CAPITOL AE7331'SQAURE (IN RALEIGH) AND 3.1 KM (1.90 MI) SOUTHEAST OF LEESVILLE AE7331'COMMUNITY. PROCEED ALONG SR 1822 (LEESVILLE ROAD) FOR 3.5 KM (2.15 MI) AE7331'NORTHWEST FROM THE NC 50 CROSSROADS TO SR 7200 (GLENDOWER AE7331'ROAD-ENTRANCE TO--WESTLAKE VILLAGE--SUBDIVISION), THENCE 0.9 KM (0.55 AE7331'MI) EAST TO A T-INTERSECTION, AND THE STATION ON THE LEFT, ON TOP OF A AE7331'BANK UNDER A POWER TRANSMISSION LINE. MARK IS RECESSED 1 INCH BELOW AE7331'GROUND. LOCATED 12.6 M (41.3 FT) WEST OF A WITNESS POST--AND 41.8 M AE7331'(137.1 FT) NORTH-NORTHWEST OF THE WEST MOST TRANSMISSION POLE, 35.3 M AE7331'(115.8 FT) SOUTH-SOUTHEAST OF THE EAST MOST TRANSMISSION POLE (394), AE7331'30.3 M (99.4 FT) NORTHEAST OF A 28-INCH OAK--ALL THREE WITH REFERENCE AE7331'TAGS. NOTE-MARK WAS DESTROYED BY STREET CONSTRUCTION-OCTOBER 1988. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6625 *********************************************************************** EZ6625 DESIGNATION - WESTMILL EZ6625 PID - EZ6625 EZ6625 STATE/COUNTY- NC/WAKE EZ6625 USGS QUAD - BAYLEAF (1987) EZ6625 EZ6625 *CURRENT SURVEY CONTROL EZ6625 ___________________________________________________________________ EZ6625* NAD 83(1986)- 35 53 37.98844(N) 078 37 43.60774(W) ADJUSTED EZ6625* NAVD 88 - 134.5 (meters) 441. (feet) VERTCON EZ6625 ___________________________________________________________________ EZ6625 LAPLACE CORR- -7.18 (seconds) DEFLEC99 EZ6625 GEOID HEIGHT- -32.66 (meters) GEOID03 EZ6625 EZ6625 HORZ ORDER - SECOND EZ6625 EZ6625.The North Carolina HARNS have been completed but, EZ6625.due to contractual restrictions, coordinates for these stations EZ6625.will NOT be published in the near future. In the interim, the EZ6625.published coordinates in North Carolina will not be EZ6625.consistent with the Continuously Operating Reference Stations EZ6625.(CORS). The HARN coordinates for these stations are available EZ6625.upon request. Contact Gary Thompson(919-733-3836). EZ6625. EZ6625.In addition, the published North Carolina positions EZ6625.(NAD 83 (1986)) are NOT consistent with those determined in EZ6625.adjacent state readjustments. The discontinuity between stations EZ6625.located in North Carolina and those in adjacent states EZ6625.which have been adjusted to the HARN may be as much as 5 EZ6625.decimeters. This will result in a significant loss of accuracy EZ6625.over lines crossing such state borders. EZ6625 EZ6625 EZ6625.The horizontal coordinates were established by classical geodetic methods EZ6625.and adjusted by the National Geodetic Survey in December 1992. EZ6625 EZ6625.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6625 EZ6625.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6625 EZ6625.The geoid height was determined by GEOID03. EZ6625 EZ6625; North East Units Scale Factor Converg. EZ6625;SPC NC - 237,889.773 643,114.326 MT 0.99993528 +0 12 51.3 EZ6625;SPC NC - 780,476.70 2,109,950.92 sFT 0.99993528 +0 12 51.3 EZ6625;UTM 17 - 3,974,776.233 714,017.626 MT 1.00016443 +1 23 26.7 EZ6625 EZ6625! - Elev Factor x Scale Factor = Combined Factor EZ6625!SPC NC - 0.99998401 x 0.99993528 = 0.99991929 EZ6625!UTM 17 - 0.99998401 x 1.00016443 = 1.00014844 EZ6625 EZ6625 SUPERSEDED SURVEY CONTROL EZ6625 EZ6625 NGVD 29 (12/28/92) 134.8 (m) 442. (f) VERT ANG EZ6625 EZ6625.Superseded values are not recommended for survey control. EZ6625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6625.See file dsdata.txt to determine how the superseded data were derived. EZ6625 EZ6625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1401874776(NAD 83) EZ6625_MARKER: DH = HORIZONTAL CONTROL DISK EZ6625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6625_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6625_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6625+STABILITY: SURFACE MOTION EZ6625 EZ6625 HISTORY - Date Condition Report By EZ6625 HISTORY - 1985 MONUMENTED NCGS EZ6625 EZ6625 STATION DESCRIPTION EZ6625 EZ6625'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ6625'THE STATION IS LOCATED IN NORTH RALEIGH. EZ6625' EZ6625'ALONG SR 1829 (STRICKLAND ROAD), 0.3 KM (0.2 MI) NORTHWEST FROM THE EZ6625'INTERSECTION WITH SR 2000 (FALLS OF NEUSE ROAD), NEAR A FIRE EZ6625'HYDRANT. EZ6625' EZ6625'THE STATION IS A STANDARD NCGS DISK STAMPED---WESTMILL 1985---, EZ6625'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6625'25 CM IN DIAMETER RECESSED 2 CM BELOW GROUND. LOCATED EZ6625'11.9 METERS (39.0 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD, EZ6625'3.0 METERS (9.9 FT) NORTHEAST OF A FIRE HYDRANT, EZ6625'48.4 METERS (158.9 FT) EAST OF THE EAST END OF A CULVERT UNDER THE EZ6625'EAST DRIVEWAY TO THE SCHOOL--AND EZ6625'15.1 METERS (29.5 FT) NORTH-NORTHWEST OF A POWER POLE, EZ6625'15.8 METERS (65.0 FT) SOUTH-SOUTHWEST OF A 24-INCH OAK, EZ6625'23.9 METERS (78.4 FT) SOUTH-SOUTHEAST OF A 20-INCH OAK, AND EZ6625'58.8 METERS (193.0 FT) SOUTHEAST OF A POWER POLE--ALL FOUR WITH EZ6625'REFERENCE TAGS. EZ6625' EZ6625'MARK IS LEVEL WITH THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2392 *********************************************************************** EZ2392 DESIGNATION - WH BAKER EZ2392 PID - EZ2392 EZ2392 STATE/COUNTY- NC/WAKE EZ2392 USGS QUAD - ZEBULON (1981) EZ2392 EZ2392 *CURRENT SURVEY CONTROL EZ2392 ___________________________________________________________________ EZ2392* NAD 83(1986)- 35 52 26.54429(N) 078 21 18.82341(W) ADJUSTED EZ2392* NAVD 88 - 97.417 (meters) 319.61 (feet) ADJUSTED EZ2392 ___________________________________________________________________ EZ2392 LAPLACE CORR- -5.33 (seconds) DEFLEC99 EZ2392 GEOID HEIGHT- -33.82 (meters) GEOID03 EZ2392 DYNAMIC HT - 97.332 (meters) 319.33 (feet) COMP EZ2392 MODELED GRAV- 979,755.3 (mgal) NAVD 88 EZ2392 EZ2392 HORZ ORDER - SECOND EZ2392 VERT ORDER - SECOND CLASS II EZ2392 EZ2392.The North Carolina HARNS have been completed but, EZ2392.due to contractual restrictions, coordinates for these stations EZ2392.will NOT be published in the near future. In the interim, the EZ2392.published coordinates in North Carolina will not be EZ2392.consistent with the Continuously Operating Reference Stations EZ2392.(CORS). The HARN coordinates for these stations are available EZ2392.upon request. Contact Gary Thompson(919-733-3836). EZ2392. EZ2392.In addition, the published North Carolina positions EZ2392.(NAD 83 (1986)) are NOT consistent with those determined in EZ2392.adjacent state readjustments. The discontinuity between stations EZ2392.located in North Carolina and those in adjacent states EZ2392.which have been adjusted to the HARN may be as much as 5 EZ2392.decimeters. This will result in a significant loss of accuracy EZ2392.over lines crossing such state borders. EZ2392 EZ2392 EZ2392.The horizontal coordinates were established by classical geodetic methods EZ2392.and adjusted by the National Geodetic Survey in July 1986. EZ2392 EZ2392.The orthometric height was determined by differential leveling EZ2392.and adjusted by the National Geodetic Survey in June 1991. EZ2392 EZ2392.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2392 EZ2392.The geoid height was determined by GEOID03. EZ2392 EZ2392.The dynamic height is computed by dividing the NAVD 88 EZ2392.geopotential number by the normal gravity value computed on the EZ2392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2392.degrees latitude (g = 980.6199 gals.). EZ2392 EZ2392.The modeled gravity was interpolated from observed gravity values. EZ2392 EZ2392; North East Units Scale Factor Converg. EZ2392;SPC NC - 235,814.337 667,824.082 MT 0.99993146 +0 22 19.7 EZ2392;SPC NC - 773,667.54 2,191,019.51 sFT 0.99993146 +0 22 19.7 EZ2392;UTM 17 - 3,973,208.535 738,772.211 MT 1.00030257 +1 33 02.1 EZ2392 EZ2392! - Elev Factor x Scale Factor = Combined Factor EZ2392!SPC NC - 0.99999002 x 0.99993146 = 0.99992148 EZ2392!UTM 17 - 0.99999002 x 1.00030257 = 1.00029259 EZ2392 EZ2392 SUPERSEDED SURVEY CONTROL EZ2392 EZ2392 NAD 27 - 35 52 25.99003(N) 078 21 19.82699(W) AD( ) 2 EZ2392 NGVD 29 (??/??/92) 97.698 (m) 320.53 (f) ADJ UNCH 2 2 EZ2392 EZ2392.Superseded values are not recommended for survey control. EZ2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2392.See file dsdata.txt to determine how the superseded data were derived. EZ2392 EZ2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3877273209(NAD 83) EZ2392_MARKER: DE = TRAVERSE STATION DISK EZ2392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2392_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2392_STAMPING: W.H. BAKER 1976 EZ2392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2392+STABILITY: SURFACE MOTION EZ2392_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ2392+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2004 EZ2392 EZ2392 HISTORY - Date Condition Report By EZ2392 HISTORY - 1976 MONUMENTED NCGS EZ2392 HISTORY - 1976 GOOD NCGS EZ2392 HISTORY - 20041130 GOOD USPSQD EZ2392 EZ2392 STATION DESCRIPTION EZ2392 EZ2392'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2392'W.H. BAKER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2392'IN THE VICINITY OF ZEBULON, NORTH CAROLINA. EZ2392' EZ2392'W.H. BAKER IS LOCATED APPROXIMATELY 4.1 MILES NNW OF ZEBULON AND EZ2392'6.6 MILES ESE OF ROLESVILLE. TO REACH STATION FROM THE NC 96 EZ2392'OVERPASS OF U.S. 64 BYPASS, AT NORTH EDGE OF ZEBULON, PROCEED EZ2392'NORTHWEST ALONG NC 96 FOR 3.4 MILES TO A DIRT DRIVEWAY LEADING EZ2392'ENE TO W. H. BAKERS ONE AND A HALF STORY WHITE FRAME HOUSE AND EZ2392'STATION ON RIGHT, BETWEEN THE EAST EDGE OF DRIVEWAY AND A LARGE EZ2392'CULTIVATED FIELD, APPROXIMATELY 450 FEET SOUTH OF THE BAKER EZ2392'RESIDENCE AND 0.3 MILE NORTHWEST OF T INTERSECTION WITH SR EZ2392'2310 (N). EZ2392' EZ2392'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2392'W.H. BAKER 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ2392'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2392' EZ2392'MARK IS 78.0 FT NE OF C/L OF NC 96 EZ2392' EZ2392'5.0 FT ESE OF C/L OF DIRT DRIVEWAY TO BAKER RESIDENCE EZ2392' EZ2392'127.2 FT NNE OF TELEPHONE PEDESTAL P71 ON SOUTHWEST SIDE OF HIGHWAY EZ2392' EZ2392'171.2 FT ENE OF POWER POLE WITH ALUMINUM REF. TAG EZ2392' EZ2392'187.3 FT NNW OF POWER POLE WITH ALUMINUM REF. TAG EZ2392 EZ2392 STATION RECOVERY (1976) EZ2392 EZ2392'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2392'4.1 MI NNW FROM ZEBULON. EZ2392'TO REACH STATION FROM THE NC 96 OVERPASS OF US 64 BYPASS, AT NORTH EZ2392'EDGE OF ZEBULON, PROCEED NORTHWEST ALONG NC 96 FOR 3.4 MILES TO A DIRT EZ2392'DRIVEWAY LEADING ENE TO W. H. BAKERS ONE AND A HALF STORY WHITE FRAME EZ2392'HOUSE AND STATION ON RIGHT, BETWEEN THE EAST EDGE OF DRIVEWAY AND A EZ2392'LARGE CULTIVATED FIELD, APPROXIMATELY 450 FEET SOUTH OF THE BAKER EZ2392'RESIDENCE, 0.3 MILE NORTHWEST OF T INTERSECTION WITH SR 2310 (N). 78.0 EZ2392'FT. NE OF CENTERLINE OF NC 96, 5.0 FT. ESE OF CENTERLINE OF DIRT EZ2392'DRIVEWAY TO BAKER RESIDENCE, 127.2 FT. NNE OF TELEPHONE PEDESTAL NO. EZ2392'P71 ON SOUTHWEST SIDE OF HIGHWAY, 171.2 FT. ENE OF POWER POLE WITH EZ2392'ALUMINUM REF. TAG AND 187.3 FT. NNW OF POWER POLE WITH ALUMINUM REF. EZ2392'TAG. DISK IS SET IN CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF THE EZ2392'GROUND. EZ2392 EZ2392 STATION RECOVERY (2004) EZ2392 EZ2392'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ2392'RECOVERED AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4414 *********************************************************************** EZ4414 DESIGNATION - WHELESS EZ4414 PID - EZ4414 EZ4414 STATE/COUNTY- NC/WAKE EZ4414 USGS QUAD - ZEBULON (1981) EZ4414 EZ4414 *CURRENT SURVEY CONTROL EZ4414 ___________________________________________________________________ EZ4414* NAD 83(1986)- 35 49 19.51760(N) 078 20 15.27116(W) ADJUSTED EZ4414* NAVD 88 - 89.4 (meters) 293. (feet) VERTCON EZ4414 ___________________________________________________________________ EZ4414 LAPLACE CORR- -4.23 (seconds) DEFLEC99 EZ4414 GEOID HEIGHT- -33.98 (meters) GEOID03 EZ4414 EZ4414 HORZ ORDER - SECOND EZ4414 EZ4414.The North Carolina HARNS have been completed but, EZ4414.due to contractual restrictions, coordinates for these stations EZ4414.will NOT be published in the near future. In the interim, the EZ4414.published coordinates in North Carolina will not be EZ4414.consistent with the Continuously Operating Reference Stations EZ4414.(CORS). The HARN coordinates for these stations are available EZ4414.upon request. Contact Gary Thompson(919-733-3836). EZ4414. EZ4414.In addition, the published North Carolina positions EZ4414.(NAD 83 (1986)) are NOT consistent with those determined in EZ4414.adjacent state readjustments. The discontinuity between stations EZ4414.located in North Carolina and those in adjacent states EZ4414.which have been adjusted to the HARN may be as much as 5 EZ4414.decimeters. This will result in a significant loss of accuracy EZ4414.over lines crossing such state borders. EZ4414 EZ4414 EZ4414.The horizontal coordinates were established by classical geodetic methods EZ4414.and adjusted by the National Geodetic Survey in July 1986. EZ4414 EZ4414.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4414 EZ4414.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4414 EZ4414.The geoid height was determined by GEOID03. EZ4414 EZ4414; North East Units Scale Factor Converg. EZ4414;SPC NC - 230,061.003 669,456.624 MT 0.99992203 +0 22 56.4 EZ4414;SPC NC - 754,791.81 2,196,375.61 sFT 0.99992203 +0 22 56.4 EZ4414;UTM 17 - 3,967,487.787 740,523.309 MT 1.00031292 +1 33 32.3 EZ4414 EZ4414! - Elev Factor x Scale Factor = Combined Factor EZ4414!SPC NC - 0.99999130 x 0.99992203 = 0.99991333 EZ4414!UTM 17 - 0.99999130 x 1.00031292 = 1.00030422 EZ4414 EZ4414 SUPERSEDED SURVEY CONTROL EZ4414 EZ4414 NAD 27 - 35 49 18.96290(N) 078 20 16.27205(W) AD( ) 2 EZ4414 NGVD 29 (07/19/86) 89.7 (m) 294. (f) VERT ANG EZ4414 EZ4414.Superseded values are not recommended for survey control. EZ4414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4414.See file dsdata.txt to determine how the superseded data were derived. EZ4414 EZ4414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4052367488(NAD 83) EZ4414_MARKER: DE = TRAVERSE STATION DISK EZ4414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4414_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4414_STAMPING: WHELESS 1969 EZ4414_MARK LOGO: NCGS EZ4414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4414+STABILITY: SURFACE MOTION EZ4414 EZ4414 HISTORY - Date Condition Report By EZ4414 HISTORY - 1969 MONUMENTED NCGS EZ4414 EZ4414 STATION DESCRIPTION EZ4414 EZ4414'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ4414'WHELESS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ4414'IN THE VICINITY OF ZEBULON, NORTH CAROLINA. EZ4414' EZ4414'WHELESS IS LOCATED APPROXIMATELY 1.1 MILES WEST OF ZEBULON. TO EZ4414'REACH STATION PROCEED FROM THE INTERSECTION OF U.S. 64 EZ4414'BYPASS AND U.S. 64 BUSINESS AT WEST END OF ZEBULON, GO WEST ON EZ4414'U.S. 64 BYPASS FOR 0.9 MILE TO STATION ON NORTH SIDE OF ROAD EZ4414'NEAR SOUTHWEST CORNER OF WIRE FENCE. EZ4414' EZ4414'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ4414'WHELESS 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ4414'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ4414' EZ4414'MARK IS EZ4414' EZ4414'31.2 FT N OF C/L OF U.S. 64 BYPASS EZ4414' EZ4414'19.0 FT S OF PP WITH ALUMINUM REF. TAG EZ4414' EZ4414'6.0 FT W OF SW CORNER OF FENCE EZ4414' EZ4414'44.7 FT SE OF 20 INCH PECAN TREE EZ4414' EZ4414'59.2 FT SE OF CENTER OF WELL EZ4414' EZ4414'94.3 FT NNW OF PP WITH ALUMINUM REF. TAG EZ4414' EZ4414'60.8 FT E OF E END OF CULVERT UNDER DIRT DRIVE TO BRICK HOME 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1907 *********************************************************************** EZ1907 DESIGNATION - WHIPER EZ1907 PID - EZ1907 EZ1907 STATE/COUNTY- NC/WAKE EZ1907 USGS QUAD - ROLESVILLE (1993) EZ1907 EZ1907 *CURRENT SURVEY CONTROL EZ1907 ___________________________________________________________________ EZ1907* NAD 83(1986)- 35 59 18.35930(N) 078 29 58.80494(W) ADJUSTED EZ1907* NAVD 88 - 130.241 (meters) 427.30 (feet) ADJUSTED EZ1907 ___________________________________________________________________ EZ1907 LAPLACE CORR- -7.17 (seconds) DEFLEC99 EZ1907 GEOID HEIGHT- -32.93 (meters) GEOID03 EZ1907 DYNAMIC HT - 130.131 (meters) 426.94 (feet) COMP EZ1907 MODELED GRAV- 979,784.3 (mgal) NAVD 88 EZ1907 EZ1907 HORZ ORDER - SECOND EZ1907 VERT ORDER - FIRST CLASS II EZ1907 EZ1907.The North Carolina HARNS have been completed but, EZ1907.due to contractual restrictions, coordinates for these stations EZ1907.will NOT be published in the near future. In the interim, the EZ1907.published coordinates in North Carolina will not be EZ1907.consistent with the Continuously Operating Reference Stations EZ1907.(CORS). The HARN coordinates for these stations are available EZ1907.upon request. Contact Gary Thompson(919-733-3836). EZ1907. EZ1907.In addition, the published North Carolina positions EZ1907.(NAD 83 (1986)) are NOT consistent with those determined in EZ1907.adjacent state readjustments. The discontinuity between stations EZ1907.located in North Carolina and those in adjacent states EZ1907.which have been adjusted to the HARN may be as much as 5 EZ1907.decimeters. This will result in a significant loss of accuracy EZ1907.over lines crossing such state borders. EZ1907 EZ1907 EZ1907.The horizontal coordinates were established by classical geodetic methods EZ1907.and adjusted by the National Geodetic Survey in July 1986. EZ1907 EZ1907.The orthometric height was determined by differential leveling EZ1907.and adjusted by the National Geodetic Survey in June 1991. EZ1907 EZ1907.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1907 EZ1907.The geoid height was determined by GEOID03. EZ1907 EZ1907.The dynamic height is computed by dividing the NAVD 88 EZ1907.geopotential number by the normal gravity value computed on the EZ1907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1907.degrees latitude (g = 980.6199 gals.). EZ1907 EZ1907.The modeled gravity was interpolated from observed gravity values. EZ1907 EZ1907; North East Units Scale Factor Converg. EZ1907;SPC NC - 248,431.019 654,717.366 MT 0.99995513 +0 17 19.6 EZ1907;SPC NC - 815,060.77 2,148,018.56 sFT 0.99995513 +0 17 19.6 EZ1907;UTM 17 - 3,985,556.637 725,404.205 MT 1.00022608 +1 28 11.5 EZ1907 EZ1907! - Elev Factor x Scale Factor = Combined Factor EZ1907!SPC NC - 0.99998473 x 0.99995513 = 0.99993986 EZ1907!UTM 17 - 0.99998473 x 1.00022608 = 1.00021080 EZ1907 EZ1907: Primary Azimuth Mark Grid Az EZ1907:SPC NC - DIR=T 9 236 18 10.3 EZ1907:UTM 17 - DIR=T 9 235 07 18.4 EZ1907 EZ1907|---------------------------------------------------------------------| EZ1907| PID Reference Object Distance Geod. Az | EZ1907| dddmmss.s | EZ1907| EZ1906 WALKOVER 368.615 METERS 05111 | EZ1907| EZ0797 DIR=T 9 APPROX. 0.7 KM 2363529.9 | EZ1907|---------------------------------------------------------------------| EZ1907 EZ1907 SUPERSEDED SURVEY CONTROL EZ1907 EZ1907 NAD 27 - 35 59 17.81327(N) 078 29 59.80466(W) AD( ) 2 EZ1907 NGVD 29 (03/05/92) 130.517 (m) 428.20 (f) ADJUSTED 1 2 EZ1907 EZ1907.Superseded values are not recommended for survey control. EZ1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1907.See file dsdata.txt to determine how the superseded data were derived. EZ1907 EZ1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2540485557(NAD 83) EZ1907_MARKER: DE = TRAVERSE STATION DISK EZ1907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1907_SP_SET: CONCRETE POST EZ1907_STAMPING: WHIPER 1978 EZ1907_MARK LOGO: NCGS EZ1907_PROJECTION: RECESSED 3 CENTIMETERS EZ1907_MAGNETIC: N = NO MAGNETIC MATERIAL EZ1907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1907+STABILITY: SURFACE MOTION EZ1907_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ1907+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2004 EZ1907 EZ1907 HISTORY - Date Condition Report By EZ1907 HISTORY - 1978 MONUMENTED NCGS EZ1907 HISTORY - 1980 GOOD NCGS EZ1907 HISTORY - 20041128 GOOD USPSQD EZ1907 EZ1907 STATION DESCRIPTION EZ1907 EZ1907'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ1907'THE STATION IS LOCATED IN THE NORTHEAST SECTION OF WAKE FOREST. EZ1907' EZ1907'TO REACH THE STATION FROM THE INTERSECTION OF NC 98 WITH WHITE STREET EZ1907'(SR 1941) IN WAKE FOREST, PROCEED NORTHEASTERLY ALONG WHITE STREET FOR EZ1907'0.9 MILE TO STATION ON LEFT NEAR A TELEGRAPH POLE AND ON PROLONGATION EZ1907'OF AND ACROSS ROAD FROM THE EAST SIDE OF HOUSE NUMBER 808. EZ1907' EZ1907'STATION MARK IS A STANDARD DISK STAMPED---WHIPER 1978---SET IN THE TOP EZ1907'OF A CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND SURFACE. THE EZ1907'MARK IS 21.0 FEET NORTHWEST OF CENTERLINE OF SR 1941, 180.5 FEET WEST EZ1907'OF CENTERLINE INTERSECTION OF SR 1941 AND SR 1934, 117.7 FEET SOUTH OF EZ1907'SOUTH CORNER OF GREEN SHINGLED HOUSE NUMBER 73, 27.2 FEET SOUTHEAST OF EZ1907'SOUTHERNMOST RAIL OF RAILROAD AND 8.0 FEET EAST-NORTHEAST OF TELEGRAPH EZ1907'POLE WITH REFERENCE TAG. EZ1907 EZ1907 STATION RECOVERY (1980) EZ1907 EZ1907'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 EZ1907'IN WAKE FOREST. EZ1907'0.85 MILE NORTHEAST ALONG SR 1941 (WHITE STREET) FROM INTERSECTION EZ1907'WITH N.C. 98 IN WAKE FOREST, ON LEFT AT A TELEGRAPH POLE, ON EZ1907'PROLONGATION OF AND ACROSS ROAD FROM EAST SIDE OF HOUSE 808, EZ1907'150.0 FEET NORTHEAST OF INTERSECTION WITH EAST PERRY STREET, EZ1907'180.5 FEET WEST OF INTERSECTION WITH SR 1934, 21.0 FEET NORTHWEST EZ1907'OF CENTERLINE OF ROAD, 117.7 FEET SOUTH OF SOUTH CORNER OF HOUSE EZ1907'73, 8.0 FEET NORTHEAST OF TELEGRAPH POLE WITH REFERENCE TAG AND EZ1907'27.2 FEET SOUTHEAST OF SOUTHEAST RAIL OF RAILROAD. EZ1907'THE MARK IS 1 FT BELOW STREET. EZ1907 EZ1907 STATION RECOVERY (2004) EZ1907 EZ1907'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ1907'RECOVERED AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5352 *********************************************************************** EZ5352 DESIGNATION - WHITE OAKS EZ5352 PID - EZ5352 EZ5352 STATE/COUNTY- NC/WAKE EZ5352 USGS QUAD - NEW HILL (1983) EZ5352 EZ5352 *CURRENT SURVEY CONTROL EZ5352 ___________________________________________________________________ EZ5352* NAD 83(1986)- 35 44 39.25686(N) 078 55 15.04281(W) ADJUSTED EZ5352* NAVD 88 - 107.04 (+/-2cm) 351.2 (feet) VERTCON EZ5352 ___________________________________________________________________ EZ5352 LAPLACE CORR- -6.27 (seconds) DEFLEC99 EZ5352 GEOID HEIGHT- -31.93 (meters) GEOID03 EZ5352 EZ5352 HORZ ORDER - SECOND EZ5352 VERT ORDER - THIRD ? (See Below) EZ5352 EZ5352.The North Carolina HARNS have been completed but, EZ5352.due to contractual restrictions, coordinates for these stations EZ5352.will NOT be published in the near future. In the interim, the EZ5352.published coordinates in North Carolina will not be EZ5352.consistent with the Continuously Operating Reference Stations EZ5352.(CORS). The HARN coordinates for these stations are available EZ5352.upon request. Contact Gary Thompson(919-733-3836). EZ5352. EZ5352.In addition, the published North Carolina positions EZ5352.(NAD 83 (1986)) are NOT consistent with those determined in EZ5352.adjacent state readjustments. The discontinuity between stations EZ5352.located in North Carolina and those in adjacent states EZ5352.which have been adjusted to the HARN may be as much as 5 EZ5352.decimeters. This will result in a significant loss of accuracy EZ5352.over lines crossing such state borders. EZ5352 EZ5352 EZ5352.The horizontal coordinates were established by classical geodetic methods EZ5352.and adjusted by the National Geodetic Survey in July 1986. EZ5352 EZ5352.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5352.The vertical order pertains to the NGVD 29 superseded value. EZ5352 EZ5352.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5352 EZ5352.The geoid height was determined by GEOID03. EZ5352 EZ5352; North East Units Scale Factor Converg. EZ5352;SPC NC - 221,227.011 616,760.431 MT 0.99990944 +0 02 44.5 EZ5352;SPC NC - 725,808.95 2,023,488.18 sFT 0.99990944 +0 02 44.5 EZ5352;UTM 17 - 3,957,574.533 688,005.691 MT 1.00003557 +1 12 53.8 EZ5352 EZ5352! - Elev Factor x Scale Factor = Combined Factor EZ5352!SPC NC - 0.99998821 x 0.99990944 = 0.99989765 EZ5352!UTM 17 - 0.99998821 x 1.00003557 = 1.00002378 EZ5352 EZ5352: Primary Azimuth Mark Grid Az EZ5352:SPC NC - GREEN LEVEL 044 20 22.5 EZ5352:UTM 17 - GREEN LEVEL 043 10 13.2 EZ5352 EZ5352|---------------------------------------------------------------------| EZ5352| PID Reference Object Distance Geod. Az | EZ5352| dddmmss.s | EZ5352| EZ2151 GREEN LEVEL APPROX. 6.8 KM 0442307.0 | EZ5352| EZ1130 WHITE OAKS RM 1 28.275 METERS 12136 | EZ5352| EZ1128 WHITE OAKS RM 2 RESET 23.328 METERS 21545 | EZ5352| EZ1127 WHITE OAKS AZ MK APPROX. 0.6 KM 2593549.7 | EZ5352|---------------------------------------------------------------------| EZ5352 EZ5352 SUPERSEDED SURVEY CONTROL EZ5352 EZ5352 NAD 27 - 35 44 38.71430(N) 078 55 16.01450(W) AD( ) 2 EZ5352 NGVD 29 (07/19/86) 107.29 (m) 352.0 (f) LEVELING 3 EZ5352 EZ5352.Superseded values are not recommended for survey control. EZ5352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5352.See file dsdata.txt to determine how the superseded data were derived. EZ5352 EZ5352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8800657575(NAD 83) EZ5352_MARKER: DS = TRIANGULATION STATION DISK EZ5352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5352_SP_SET: SQUARE CONCRETE MONUMENT EZ5352_STAMPING: WHITE OAKS 1957 EZ5352_MARK LOGO: CGS EZ5352_MAGNETIC: N = NO MAGNETIC MATERIAL EZ5352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5352+STABILITY: SURFACE MOTION EZ5352 EZ5352 HISTORY - Date Condition Report By EZ5352 HISTORY - 1957 MONUMENTED CGS EZ5352 HISTORY - 1957 GOOD CGS EZ5352 HISTORY - 1964 GOOD AMS EZ5352 HISTORY - 1973 MARK NOT FOUND NCGS EZ5352 HISTORY - 19800820 GOOD NGS EZ5352 EZ5352 STATION DESCRIPTION EZ5352 EZ5352'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE) EZ5352'THE STATION IS LOCATED ALONG U.S. HIGHWAY 64 ABOUT 4 MILES EZ5352'NORTH-NORTHWEST OF APEX. IT IS 85 FEET NORTH OF THE CENTER LINE EZ5352'OF U.S. HIGHWAY 64, 17 FEET WEST OF A TOBACCO SHED AND 15 FEET EZ5352'EAST OF A TOBACCO SHED. THE MARK IS SET FLUSH WITH THE SURFACE EZ5352'OF THE GROUND AND THE DISK IS STAMPED WHITE OAKS 1957. EZ5352' EZ5352'REFERENCE MARK NO. 1 IS 27 FEET NORTH OF THE CENTER LINE OF EZ5352'U.S. HIGHWAY 64 AND 18 FEET WEST OF TRACK ROAD. THE MARK PROJECTS EZ5352'ABOUT 6 INCHES AND THE DISK IS STAMPED WHITE OAKS NO 1 1957. EZ5352' EZ5352'REFERENCE MARK NO. 2 IS 29 FEET NORTH OF THE CENTER LINE OF EZ5352'U.S. HIGHWAY 64 AND 22 FEET EAST OF DRIVEWAY. THE MARK PROJECTS EZ5352'ABOUT 8 INCHES AND THE DISK IS STAMPED WHITE OAKS NO 2 1957. EZ5352' EZ5352'AZIMUTH MARK IS 29 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY EZ5352'64, 19 FEET EAST OF DRIVEWAY AND 13 FEET NORTHWEST OF POWER POLE EZ5352'NO. 105. THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED EZ5352'WHITE OAKS 1957. EZ5352' EZ5352'TO REACH THE STATION FROM THE POST OFFICE IN APEX, GO NORTH ON EZ5352'U.S. HIGHWAY 1 FOR 1.25 MILE TO JUNCTION OF U.S. HIGHWAY 64. TURN EZ5352'LEFT AND GO WEST ON U.S. HIGHWAY 64 FOR 4.0 MILES TO STATION ON EZ5352'RIGHT AS DESCRIBED. TO REACH AZIMUTH MARK CONTINUE WEST ON EZ5352'U.S. HIGHWAY 64 FOR 0.35 MILE TO AZIMUTH MARK ON LEFT. EZ5352' EZ5352'HEIGHT OF LIGHT ABOVE STATION MARK 27 METERS. EZ5352 EZ5352 STATION RECOVERY (1957) EZ5352 EZ5352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 EZ5352'RECOVERED IN GOOD CONDITION. EZ5352 EZ5352 STATION RECOVERY (1964) EZ5352 EZ5352'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1964 EZ5352'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED, EXCEPT THE EZ5352'SHED MENTIONED BEING 15 FT WEST OF STATION HAS BEEN DESTROYED. TO EZ5352'REACH STATION, ADD, PROCEED 4.0 MI WEST ON HWY 64 TO THE MAILBOX EZ5352'AND RESIDENCE OF WILLIE B. MILLS. EZ5352 EZ5352 STATION RECOVERY (1973) EZ5352 EZ5352'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 (JWC) EZ5352'WHITE OAK 1957 MARK DESTROYED EZ5352' EZ5352'RM 1 GOOD CONDITION EZ5352' EZ5352'RM 2 DESTROYED EZ5352' EZ5352'AZ. MK. GOOD CONDITION (UNDER A LARGE HOLLY BUSH) NOT VISIBLE EZ5352'FROM STATION MARK EZ5352' EZ5352'STATION MARK RESET USING NGS DISK AND STAMPED WHITE OAKS 1957 1974 EZ5352 EZ5352 STATION RECOVERY (1980) EZ5352 EZ5352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 EZ5352'TO REACH FROM THE POST OFFICE IN APEX, GO NORTH ALONG U.S. HIGHWAY EZ5352'1 FOR 1.25 MILE TO THE JUNCTION OF U.S. HIGHWAY 64, TURN LEFT EZ5352'AND GO WEST ALONG U.S. HIGHWAY 64 FOR 4.0 MILES TO THE STATION EZ5352'ON THE RIGHT, 85.0 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY EZ5352'64, 17.0 FEET WEST OF A TOBACCO SHED, 15.0 FEET EAST OF A TOBACCO EZ5352'SHED, A SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1127 *********************************************************************** EZ1127 DESIGNATION - WHITE OAKS AZ MK EZ1127 PID - EZ1127 EZ1127 STATE/COUNTY- NC/WAKE EZ1127 USGS QUAD - NEW HILL (1983) EZ1127 EZ1127 *CURRENT SURVEY CONTROL EZ1127 ___________________________________________________________________ EZ1127* NAD 83(1986)- 35 44 35.76844(N) 078 55 38.34635(W) ADJUSTED EZ1127* NAVD 88 - 100.843 (meters) 330.85 (feet) ADJUSTED EZ1127 ___________________________________________________________________ EZ1127 LAPLACE CORR- -6.31 (seconds) DEFLEC99 EZ1127 GEOID HEIGHT- -31.90 (meters) GEOID03 EZ1127 DYNAMIC HT - 100.757 (meters) 330.57 (feet) COMP EZ1127 MODELED GRAV- 979,778.3 (mgal) NAVD 88 EZ1127 EZ1127 HORZ ORDER - SECOND EZ1127 VERT ORDER - SECOND CLASS II EZ1127 EZ1127.The North Carolina HARNS have been completed but, EZ1127.due to contractual restrictions, coordinates for these stations EZ1127.will NOT be published in the near future. In the interim, the EZ1127.published coordinates in North Carolina will not be EZ1127.consistent with the Continuously Operating Reference Stations EZ1127.(CORS). The HARN coordinates for these stations are available EZ1127.upon request. Contact Gary Thompson(919-733-3836). EZ1127. EZ1127.In addition, the published North Carolina positions EZ1127.(NAD 83 (1986)) are NOT consistent with those determined in EZ1127.adjacent state readjustments. The discontinuity between stations EZ1127.located in North Carolina and those in adjacent states EZ1127.which have been adjusted to the HARN may be as much as 5 EZ1127.decimeters. This will result in a significant loss of accuracy EZ1127.over lines crossing such state borders. EZ1127 EZ1127 EZ1127.The horizontal coordinates were established by classical geodetic methods EZ1127.and adjusted by the National Geodetic Survey in July 1986. EZ1127 EZ1127.The orthometric height was determined by differential leveling EZ1127.and adjusted by the National Geodetic Survey in June 1991. EZ1127 EZ1127.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1127 EZ1127.The geoid height was determined by GEOID03. EZ1127 EZ1127.The dynamic height is computed by dividing the NAVD 88 EZ1127.geopotential number by the normal gravity value computed on the EZ1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1127.degrees latitude (g = 980.6199 gals.). EZ1127 EZ1127.The modeled gravity was interpolated from observed gravity values. EZ1127 EZ1127; North East Units Scale Factor Converg. EZ1127;SPC NC - 221,119.058 616,175.036 MT 0.99990929 +0 02 31.0 EZ1127;SPC NC - 725,454.78 2,021,567.60 sFT 0.99990929 +0 02 31.0 EZ1127;UTM 17 - 3,957,454.642 687,422.548 MT 1.00003287 +1 12 40.0 EZ1127 EZ1127! - Elev Factor x Scale Factor = Combined Factor EZ1127!SPC NC - 0.99998918 x 0.99990929 = 0.99989847 EZ1127!UTM 17 - 0.99998918 x 1.00003287 = 1.00002205 EZ1127 EZ1127: Primary Azimuth Mark Grid Az EZ1127:SPC NC - WHITE OAKS RM 1 081 18 35.5 EZ1127:UTM 17 - WHITE OAKS RM 1 080 08 26.5 EZ1127 EZ1127|---------------------------------------------------------------------| EZ1127| PID Reference Object Distance Geod. Az | EZ1127| dddmmss.s | EZ1127| EZ1130 WHITE OAKS RM 1 APPROX. 0.6 KM 0812106.5 | EZ1127|---------------------------------------------------------------------| EZ1127 EZ1127 SUPERSEDED SURVEY CONTROL EZ1127 EZ1127 NAD 27 - 35 44 35.22573(N) 078 55 39.31754(W) AD( ) 2 EZ1127 NGVD 29 (??/??/92) 101.092 (m) 331.67 (f) ADJ UNCH 2 2 EZ1127 EZ1127.Superseded values are not recommended for survey control. EZ1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1127.See file dsdata.txt to determine how the superseded data were derived. EZ1127 EZ1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8742357455(NAD 83) EZ1127_MARKER: DZ = AZIMUTH MARK DISK EZ1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1127_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1127_STAMPING: WHITE OAKS AZ 1957 EZ1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1127+STABILITY: SURFACE MOTION EZ1127 EZ1127 HISTORY - Date Condition Report By EZ1127 HISTORY - 1962 MONUMENTED NCGS EZ1127 HISTORY - 1974 GOOD NCGS EZ1127 EZ1127 STATION DESCRIPTION EZ1127 EZ1127'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1962 EZ1127'AZIMUTH MARK IS 29 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY EZ1127'64, 19 FEET EAST OF DRIVEWAY AND 13 FEET NORTHWEST OF POWER POLE EZ1127'NO. 105. THE MARK PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED EZ1127'WHITE OAKS 1957. EZ1127' EZ1127'TO REACH THE STATION FROM THE POST OFFICE IN APEX, GO NORTH ON EZ1127'U.S. HIGHWAY 1 FOR 1.25 MILE TO JUNCTION OF U.S. HIGHWAY 64. TURN EZ1127'LEFT AND GO WEST ON U.S. HIGHWAY 64 FOR 4.35 MILES TO STATION EZ1127'WHITE OAKS AZIMUTH MARK ON LEFT. EZ1127 EZ1127 STATION RECOVERY (1974) EZ1127 EZ1127'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 EZ1127'4.4 MI W FROM APEX. EZ1127'TO REACH STATION FROM THE U.S. 64 BRIDGE OVER THE NORFOLK EZ1127'SOUTHERN RAILWAY WEST OF APEX, PROCEED EAST ALONG U.S. 64 FOR EZ1127'0.1 MILE TO STATION ON THE RIGHT, AT THE EAST SIDE OF EASTERNMOST EZ1127'DRIVEWAY TO A ONE STORY BRICK HOUSE (LUTHER RESIDENCE), 3.0 MILES EZ1127'WEST OF NC 55 OVERPASS OF U.S. 64, 29.3 FT SOUTH OF C/L OF U.S. EZ1127'64, 19.8 FT EAST OF C/L OF EASTERNMOST DRIVEWAY, 12.9 FT NW OF PP EZ1127'105 WITH TRANSFORMER WITH ALUMINUM REF. TAG, AND 214.6 FT EAST EZ1127'OF EAST END OF GUARD RAIL ON SOUTH SIDE OF U.S. 64. DISK IS SET EZ1127'IN TOP OF CONCRETE CYLINDER, PROJECTING 2 INCHES ABOVE THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AB2849 *********************************************************************** AB2849 DESIGNATION - WHITE OAKS AZ MK 2 AB2849 PID - AB2849 AB2849 STATE/COUNTY- NC/WAKE AB2849 USGS QUAD - NEW HILL (1983) AB2849 AB2849 *CURRENT SURVEY CONTROL AB2849 ___________________________________________________________________ AB2849* NAD 83(1986)- 35 44 39.56555(N) 078 54 59.79818(W) ADJUSTED AB2849* NAVD 88 - 107.1 (meters) 351. (feet) VERTCON AB2849 ___________________________________________________________________ AB2849 LAPLACE CORR- -6.21 (seconds) DEFLEC99 AB2849 GEOID HEIGHT- -31.94 (meters) GEOID03 AB2849 AB2849 HORZ ORDER - SECOND AB2849 AB2849.The North Carolina HARNS have been completed but, AB2849.due to contractual restrictions, coordinates for these stations AB2849.will NOT be published in the near future. In the interim, the AB2849.published coordinates in North Carolina will not be AB2849.consistent with the Continuously Operating Reference Stations AB2849.(CORS). The HARN coordinates for these stations are available AB2849.upon request. Contact Gary Thompson(919-733-3836). AB2849. AB2849.In addition, the published North Carolina positions AB2849.(NAD 83 (1986)) are NOT consistent with those determined in AB2849.adjacent state readjustments. The discontinuity between stations AB2849.located in North Carolina and those in adjacent states AB2849.which have been adjusted to the HARN may be as much as 5 AB2849.decimeters. This will result in a significant loss of accuracy AB2849.over lines crossing such state borders. AB2849 AB2849 AB2849.The horizontal coordinates were established by classical geodetic methods AB2849.and adjusted by the National Geodetic Survey in April 1996. AB2849 AB2849.The NAVD 88 height was computed by applying the VERTCON shift value to AB2849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AB2849 AB2849.The Laplace correction was computed from DEFLEC99 derived deflections. AB2849 AB2849.The geoid height was determined by GEOID03. AB2849 AB2849; North East Units Scale Factor Converg. AB2849;SPC NC - 221,236.838 617,143.426 MT 0.99990945 +0 02 53.3 AB2849;SPC NC - 725,841.19 2,024,744.72 sFT 0.99990945 +0 02 53.3 AB2849;UTM 17 - 3,957,592.175 688,388.454 MT 1.00003735 +1 13 02.7 AB2849 AB2849! - Elev Factor x Scale Factor = Combined Factor AB2849!SPC NC - 0.99998821 x 0.99990945 = 0.99989766 AB2849!UTM 17 - 0.99998821 x 1.00003735 = 1.00002556 AB2849 AB2849 SUPERSEDED SURVEY CONTROL AB2849 AB2849 NGVD 29 (04/29/96) 107.3 (m) 352. (f) VERT ANG AB2849 AB2849.Superseded values are not recommended for survey control. AB2849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AB2849.See file dsdata.txt to determine how the superseded data were derived. AB2849 AB2849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8838857592(NAD 83) AB2849_MARKER: DZ = AZIMUTH MARK DISK AB2849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AB2849_STAMPING: WHITE OAKS NO 2 1984 AB2849_MARK LOGO: NGS AB2849_MAGNETIC: N = NO MAGNETIC MATERIAL AB2849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AB2849+STABILITY: SURFACE MOTION AB2849 AB2849 HISTORY - Date Condition Report By AB2849 HISTORY - 1984 MONUMENTED NCGS AB2849 AB2849 STATION DESCRIPTION AB2849 AB2849'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG) AB2849'STATION IS ABOUT 6.1 KM (3.8 MI) WEST-NORTHWEST OF APEX.$ALONG US 64, AB2849'2.7 KM (1.7 MI) EAST FROM THE WAKE-CHATHAM COUNTY LINE, AT THE AB2849'INTERSECTION WITH JENKS ROAD (SR 1601).$MARK IS FLUSH WITH GROUND AND AB2849'6 FEET HIGHER THAN THE ROAD. LOCATED 11.7 M (38.4 FT) SOUTH FROM THE AB2849'CENTERLINE OF HIGHWAY, 23.8 M (78.1 FT) WEST-SOUTHWEST FROM THE AB2849'CENTERLINE OF INTERSECTION OF HIGHWAY WITH DRIVEWAY, 13.5 M (44.3 FT) AB2849'WEST FROM THE CENTERLINE OF DIRT DRIVE, AND 12.6 M (41.3 FT) AB2849'WEST-SOUTHWEST FROM THE WEST END OF CULVERT UNDER DRIVE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1129 *********************************************************************** EZ1129 DESIGNATION - WHITE OAKS RESET EZ1129 PID - EZ1129 EZ1129 STATE/COUNTY- NC/WAKE EZ1129 USGS QUAD - NEW HILL (1983) EZ1129 EZ1129 *CURRENT SURVEY CONTROL EZ1129 ___________________________________________________________________ EZ1129* NAD 83(1986)- 35 44 39.25686(N) 078 55 15.04281(W) ADJUSTED EZ1129* NAVD 88 - 107.132 (meters) 351.48 (feet) ADJUSTED EZ1129 ___________________________________________________________________ EZ1129 LAPLACE CORR- -6.27 (seconds) DEFLEC99 EZ1129 GEOID HEIGHT- -31.93 (meters) GEOID03 EZ1129 DYNAMIC HT - 107.041 (meters) 351.18 (feet) COMP EZ1129 MODELED GRAV- 979,777.3 (mgal) NAVD 88 EZ1129 EZ1129 HORZ ORDER - SECOND EZ1129 VERT ORDER - SECOND CLASS II EZ1129 EZ1129.The North Carolina HARNS have been completed but, EZ1129.due to contractual restrictions, coordinates for these stations EZ1129.will NOT be published in the near future. In the interim, the EZ1129.published coordinates in North Carolina will not be EZ1129.consistent with the Continuously Operating Reference Stations EZ1129.(CORS). The HARN coordinates for these stations are available EZ1129.upon request. Contact Gary Thompson(919-733-3836). EZ1129. EZ1129.In addition, the published North Carolina positions EZ1129.(NAD 83 (1986)) are NOT consistent with those determined in EZ1129.adjacent state readjustments. The discontinuity between stations EZ1129.located in North Carolina and those in adjacent states EZ1129.which have been adjusted to the HARN may be as much as 5 EZ1129.decimeters. This will result in a significant loss of accuracy EZ1129.over lines crossing such state borders. EZ1129 EZ1129 EZ1129.The horizontal coordinates were established by classical geodetic methods EZ1129.and adjusted by the National Geodetic Survey in April 1996. EZ1129 EZ1129.The orthometric height was determined by differential leveling EZ1129.and adjusted by the National Geodetic Survey in June 1991. EZ1129 EZ1129.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1129 EZ1129.The geoid height was determined by GEOID03. EZ1129 EZ1129.The dynamic height is computed by dividing the NAVD 88 EZ1129.geopotential number by the normal gravity value computed on the EZ1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1129.degrees latitude (g = 980.6199 gals.). EZ1129 EZ1129.The modeled gravity was interpolated from observed gravity values. EZ1129 EZ1129; North East Units Scale Factor Converg. EZ1129;SPC NC - 221,227.011 616,760.431 MT 0.99990944 +0 02 44.5 EZ1129;SPC NC - 725,808.95 2,023,488.18 sFT 0.99990944 +0 02 44.5 EZ1129;UTM 17 - 3,957,574.533 688,005.691 MT 1.00003557 +1 12 53.8 EZ1129 EZ1129! - Elev Factor x Scale Factor = Combined Factor EZ1129!SPC NC - 0.99998820 x 0.99990944 = 0.99989764 EZ1129!UTM 17 - 0.99998820 x 1.00003557 = 1.00002377 EZ1129 EZ1129 SUPERSEDED SURVEY CONTROL EZ1129 EZ1129 NGVD 29 (??/??/92) 107.381 (m) 352.30 (f) ADJ UNCH 2 2 EZ1129 EZ1129.Superseded values are not recommended for survey control. EZ1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1129.See file dsdata.txt to determine how the superseded data were derived. EZ1129 EZ1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8800657575(NAD 83) EZ1129_MARKER: DE = TRAVERSE STATION DISK EZ1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1129_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1129_STAMPING: WHITE OAKS 1957 NCGS BM 1974 EZ1129_MARK LOGO: NGS EZ1129_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1129+STABILITY: SURFACE MOTION EZ1129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ1129+SATELLITE: SATELLITE OBSERVATIONS - May 05, 1992 EZ1129 EZ1129 HISTORY - Date Condition Report By EZ1129 HISTORY - 1974 MONUMENTED NCGS EZ1129 HISTORY - 19840101 GOOD NCGS EZ1129 HISTORY - 19920505 GOOD NCGS EZ1129 EZ1129 STATION DESCRIPTION EZ1129 EZ1129'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 EZ1129'4.2 MI W FROM APEX. EZ1129'TO REACH STATION FROM THE U.S. 64 UNDERPASS OF NC 55 NW OF APEX, EZ1129'PROCEED WEST ALONG U.S. 64 FOR 2.6 MILES TO STATION ON RIGHT EZ1129'NEAR AN OLD FOUNDATION, 85.2 FT NORTH OF C/L U.S. 64, 94.5 FT EZ1129'WEST OF C/L DIRT DRIVE NORTH, 99.0 FT ESE OF SE CORNER OF 1 1/2 EZ1129'STORY WHITE SHINGLED HOUSE, AND 151.0 FT WEST OF TP WITH EZ1129'ALUMINUM REF. TAG. DISK IS SET IN TOP OF CONCRETE CYLINDER, EZ1129'PROJECTING 4 INCHES ABOVE THE GROUND. EZ1129 EZ1129 STATION RECOVERY (1984) EZ1129 EZ1129'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG) EZ1129'RECOVERED IN GOOD CONDITION AS PER 1981 REPORT BY H.D. MCKINNEY. EZ1129 EZ1129 STATION RECOVERY (1992) EZ1129 EZ1129'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1992 (EWB) EZ1129'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1128 *********************************************************************** EZ1128 DESIGNATION - WHITE OAKS RM 2 RESET EZ1128 PID - EZ1128 EZ1128 STATE/COUNTY- NC/WAKE EZ1128 USGS QUAD - NEW HILL (1983) EZ1128 EZ1128 *CURRENT SURVEY CONTROL EZ1128 ___________________________________________________________________ EZ1128* NAD 83(1986)- 35 44 38.64254(N) 078 55 15.58518(W) ADJUSTED EZ1128* NAVD 88 - 107.031 (meters) 351.15 (feet) ADJUSTED EZ1128 ___________________________________________________________________ EZ1128 LAPLACE CORR- -6.27 (seconds) DEFLEC99 EZ1128 GEOID HEIGHT- -31.93 (meters) GEOID03 EZ1128 DYNAMIC HT - 106.940 (meters) 350.85 (feet) COMP EZ1128 MODELED GRAV- 979,777.2 (mgal) NAVD 88 EZ1128 EZ1128 HORZ ORDER - SECOND EZ1128 VERT ORDER - SECOND CLASS II EZ1128 EZ1128.The North Carolina HARNS have been completed but, EZ1128.due to contractual restrictions, coordinates for these stations EZ1128.will NOT be published in the near future. In the interim, the EZ1128.published coordinates in North Carolina will not be EZ1128.consistent with the Continuously Operating Reference Stations EZ1128.(CORS). The HARN coordinates for these stations are available EZ1128.upon request. Contact Gary Thompson(919-733-3836). EZ1128. EZ1128.In addition, the published North Carolina positions EZ1128.(NAD 83 (1986)) are NOT consistent with those determined in EZ1128.adjacent state readjustments. The discontinuity between stations EZ1128.located in North Carolina and those in adjacent states EZ1128.which have been adjusted to the HARN may be as much as 5 EZ1128.decimeters. This will result in a significant loss of accuracy EZ1128.over lines crossing such state borders. EZ1128 EZ1128 EZ1128.The horizontal coordinates were established by classical geodetic methods EZ1128.and adjusted by the National Geodetic Survey in July 1986. EZ1128 EZ1128.The orthometric height was determined by differential leveling EZ1128.and adjusted by the National Geodetic Survey in June 1991. EZ1128 EZ1128.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1128 EZ1128.The geoid height was determined by GEOID03. EZ1128 EZ1128.The dynamic height is computed by dividing the NAVD 88 EZ1128.geopotential number by the normal gravity value computed on the EZ1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1128.degrees latitude (g = 980.6199 gals.). EZ1128 EZ1128.The modeled gravity was interpolated from observed gravity values. EZ1128 EZ1128; North East Units Scale Factor Converg. EZ1128;SPC NC - 221,208.068 616,746.819 MT 0.99990941 +0 02 44.2 EZ1128;SPC NC - 725,746.80 2,023,443.52 sFT 0.99990941 +0 02 44.2 EZ1128;UTM 17 - 3,957,555.313 687,992.467 MT 1.00003551 +1 12 53.4 EZ1128 EZ1128! - Elev Factor x Scale Factor = Combined Factor EZ1128!SPC NC - 0.99998821 x 0.99990941 = 0.99989762 EZ1128!UTM 17 - 0.99998821 x 1.00003551 = 1.00002372 EZ1128 EZ1128|---------------------------------------------------------------------| EZ1128| PID Reference Object Distance Geod. Az | EZ1128| dddmmss.s | EZ1128| EZ5349 JENKS 397.544 METERS 08451 | EZ1128|---------------------------------------------------------------------| EZ1128 EZ1128 SUPERSEDED SURVEY CONTROL EZ1128 EZ1128 NAD 27 - 35 44 38.09987(N) 078 55 16.55658(W) AD( ) 2 EZ1128 NGVD 29 (??/??/92) 107.281 (m) 351.97 (f) ADJ UNCH 2 2 EZ1128 EZ1128.Superseded values are not recommended for survey control. EZ1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1128.See file dsdata.txt to determine how the superseded data were derived. EZ1128 EZ1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV8799257555(NAD 83) EZ1128_MARKER: DR = REFERENCE MARK DISK EZ1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1128_STAMPING: WHITE OAKS NO 2 1957 NCGS BM 1974 EZ1128_MARK LOGO: NGS EZ1128_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1128+STABILITY: SURFACE MOTION EZ1128 EZ1128 HISTORY - Date Condition Report By EZ1128 HISTORY - 1957 MONUMENTED CGS EZ1128 HISTORY - 1962 GOOD NCGS EZ1128 HISTORY - 19840101 GOOD NCGS EZ1128 EZ1128 STATION DESCRIPTION EZ1128 EZ1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 EZ1128'4.2 MI W FROM APEX. EZ1128'TO REACH STATION FROM THE U.S. 64 UNDERPASS OF NC 55 NW OF APEX, EZ1128'PROCEED WEST ALONG U.S. 64 FOR 2.6 MILES TO STATION ON RIGHT, EZ1128'29.3 FT NORTH OF C/L U.S. 64, 14.0 FT EAST OF C/L DIRT DRIVE EZ1128'NORTH, 100.2 FT SE OF SE CORNER OF WHITE SHINGLED HOUSE, AND EZ1128'76.53 FT SW OF STATION WHITE OAKS. DISK IS SET IN TOP OF EZ1128'CONCRETE CYLINDER FLUSH WITH THE GROUND. EZ1128 EZ1128 STATION RECOVERY (1962) EZ1128 EZ1128'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1962 EZ1128'STATION WHITE OAKS IS LOCATED ALONG U.S. HIGHWAY 64 EZ1128'ABOUT 4 MILES NORTH-NORTHWEST OF APEX. EZ1128'REFERENCE MARK NO. 2 IS 29 FEET NORTH OF THE CENTER LINE OF EZ1128'U.S. HIGHWAY 64 AND 22 FEET EAST OF DRIVEWAY. THE MARK PROJECTS EZ1128'ABOUT 8 INCHES AND THE DISK IS STAMPED WHITE OAKS NO 2 1957. EZ1128 EZ1128 STATION RECOVERY (1984) EZ1128 EZ1128'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (HGG) EZ1128'RECOVERED AS DESCRIBED. DISTANCE FROM STATION--WHITE OAKS--TO EZ1128'REFERENCE MARK NO. 2 WAS NOTED TO BE LONGER THAN THE 1957 DISTANCE BY EZ1128'0.008 METER. NEW REFERENCES FOLLOW.$LOCATED 8.84 M (29.00 FT) NORTH EZ1128'OF THE CENTERLINE OF US 64, 4.3 M (14.1 FT) EAST OF THE CENTER OF THE EZ1128'DRIVEWAY TO--MILLS--HOUSE, AND 30.54 M (100.20 FT) SOUTHEAST OF THE EZ1128'SOUTHEAST CORNER OF THE HOUSE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5713 *********************************************************************** EZ5713 DESIGNATION - WHITLEY WAY EZ5713 PID - EZ5713 EZ5713 STATE/COUNTY- NC/WAKE EZ5713 USGS QUAD - ZEBULON (1981) EZ5713 EZ5713 *CURRENT SURVEY CONTROL EZ5713 ___________________________________________________________________ EZ5713* NAD 83(1986)- 35 47 23.42082(N) 078 21 11.88383(W) ADJUSTED EZ5713* NAVD 88 - 83.61 (+/-2cm) 274.3 (feet) VERTCON EZ5713 ___________________________________________________________________ EZ5713 LAPLACE CORR- -4.30 (seconds) DEFLEC99 EZ5713 GEOID HEIGHT- -34.00 (meters) GEOID03 EZ5713 EZ5713 HORZ ORDER - SECOND EZ5713 VERT ORDER - THIRD (See Below) EZ5713 EZ5713.The North Carolina HARNS have been completed but, EZ5713.due to contractual restrictions, coordinates for these stations EZ5713.will NOT be published in the near future. In the interim, the EZ5713.published coordinates in North Carolina will not be EZ5713.consistent with the Continuously Operating Reference Stations EZ5713.(CORS). The HARN coordinates for these stations are available EZ5713.upon request. Contact Gary Thompson(919-733-3836). EZ5713. EZ5713.In addition, the published North Carolina positions EZ5713.(NAD 83 (1986)) are NOT consistent with those determined in EZ5713.adjacent state readjustments. The discontinuity between stations EZ5713.located in North Carolina and those in adjacent states EZ5713.which have been adjusted to the HARN may be as much as 5 EZ5713.decimeters. This will result in a significant loss of accuracy EZ5713.over lines crossing such state borders. EZ5713 EZ5713 EZ5713.The horizontal coordinates were established by classical geodetic methods EZ5713.and adjusted by the National Geodetic Survey in January 1990. EZ5713 EZ5713.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5713.The vertical order pertains to the NGVD 29 superseded value. EZ5713 EZ5713.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5713 EZ5713.The geoid height was determined by GEOID03. EZ5713 EZ5713; North East Units Scale Factor Converg. EZ5713;SPC NC - 226,473.786 668,059.005 MT 0.99991659 +0 22 23.7 EZ5713;SPC NC - 743,022.75 2,191,790.25 sFT 0.99991659 +0 22 23.7 EZ5713;UTM 17 - 3,963,871.233 739,199.090 MT 1.00030510 +1 32 54.8 EZ5713 EZ5713! - Elev Factor x Scale Factor = Combined Factor EZ5713!SPC NC - 0.99999221 x 0.99991659 = 0.99990880 EZ5713!UTM 17 - 0.99999221 x 1.00030510 = 1.00029731 EZ5713 EZ5713: Primary Azimuth Mark Grid Az EZ5713:SPC NC - HYDRANT 037 39 27.8 EZ5713:UTM 17 - HYDRANT 036 28 56.7 EZ5713 EZ5713|---------------------------------------------------------------------| EZ5713| PID Reference Object Distance Geod. Az | EZ5713| dddmmss.s | EZ5713| EZ5690 HYDRANT APPROX. 1.1 KM 0380151.5 | EZ5713| EZ5687 GLOVERS 451.417 METERS 2214901.8 | EZ5713|---------------------------------------------------------------------| EZ5713 EZ5713 SUPERSEDED SURVEY CONTROL EZ5713 EZ5713 NGVD 29 (09/29/97) 83.91 (m) 275.3 (f) LEVELING 3 EZ5713 EZ5713.Superseded values are not recommended for survey control. EZ5713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5713.See file dsdata.txt to determine how the superseded data were derived. EZ5713 EZ5713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3919963871(NAD 83) EZ5713_MARKER: DE = TRAVERSE STATION DISK EZ5713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5713_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5713_STAMPING: WHITLEY WAY 1980 EZ5713_MARK LOGO: NCGS EZ5713_PROJECTION: FLUSH EZ5713_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ5713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5713+STABILITY: SURFACE MOTION EZ5713_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ5713+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005 EZ5713 EZ5713 HISTORY - Date Condition Report By EZ5713 HISTORY - 1980 MONUMENTED NCGS EZ5713 HISTORY - 19860101 GOOD NCGS EZ5713 HISTORY - 1987 GOOD USPSQD EZ5713 HISTORY - 20050415 GOOD USPSQD EZ5713 EZ5713 STATION DESCRIPTION EZ5713 EZ5713'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EZ5713'THE STATION IS LOCATED APPROXIMATELY 1.0 MILE EAST-NORTHEAST OF EZ5713'WENDELL. EZ5713' EZ5713'TO REACH THE STATION FROM THE INTERSECTION OF US 64 BUSNESS WITH NC EZ5713'231 IN WENDELL, PROCEED NORTHEAST ALONG US 64 BUSINESS FOR 0.65 MILE EZ5713'TO STATION ON THE RIGHT, NEAR A LARGE ROCK OUTCROP AND 0.05 MILE EZ5713'NORTHEAST OF THE ENTRANCE TO SR 2381 (WHITLEY WAY STREET). EZ5713' EZ5713'STATION MARK IS A STANDARD DISK STAMPED---WHITLEY WAY 1980---SET IN EZ5713'TOP OF A 10 INCH CONCRETE CYLINDER, 6 INCHES BELOW GROUND SURFACE. THE EZ5713'MARK IS 15.5 FEET SOUTHEAST OF THE CENTERLINE OF US 64 BUSINESS, 51.2 EZ5713'FEET EAST OF FIRE HYDRANT, 52.8 FEET NORTHEAST OF SOUTHEAST END OF EZ5713'CULVERT UNDER US 64, 33.9 FEET NORTHWEST OF NORTHEAST END OF WOOD EZ5713'FENCE, AND 88.5 FEET WEST-SOUTHWEST OF POWER POLE WITH REFERENCE TAG. EZ5713 EZ5713 STATION RECOVERY (1986) EZ5713 EZ5713'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ5713'RECOVERED AS DESCRIBED. EZ5713 EZ5713 STATION RECOVERY (1987) EZ5713 EZ5713'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ5713'RECOVERED IN GOOD CONDITION. EZ5713 EZ5713 STATION RECOVERY (2005) EZ5713 EZ5713'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ5713'N 35 47.389 EZ5713'W 078 21.199 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7473 *********************************************************************** AE7473 DESIGNATION - WHITT AE7473 PID - AE7473 AE7473 STATE/COUNTY- NC/WAKE AE7473 USGS QUAD - RALEIGH EAST (1993) AE7473 AE7473 *CURRENT SURVEY CONTROL AE7473 ___________________________________________________________________ AE7473* NAD 83(1986)- 35 51 19.29025(N) 078 35 30.14360(W) ADJUSTED AE7473* NAVD 88 - 100.161 (meters) 328.61 (feet) ADJUSTED AE7473 ___________________________________________________________________ AE7473 LAPLACE CORR- -7.68 (seconds) DEFLEC99 AE7473 GEOID HEIGHT- -32.93 (meters) GEOID03 AE7473 DYNAMIC HT - 100.075 (meters) 328.33 (feet) COMP AE7473 MODELED GRAV- 979,774.8 (mgal) NAVD 88 AE7473 AE7473 HORZ ORDER - SECOND AE7473 VERT ORDER - SECOND CLASS II AE7473 AE7473.The North Carolina HARNS have been completed but, AE7473.due to contractual restrictions, coordinates for these stations AE7473.will NOT be published in the near future. In the interim, the AE7473.published coordinates in North Carolina will not be AE7473.consistent with the Continuously Operating Reference Stations AE7473.(CORS). The HARN coordinates for these stations are available AE7473.upon request. Contact Gary Thompson(919-733-3836). AE7473. AE7473.In addition, the published North Carolina positions AE7473.(NAD 83 (1986)) are NOT consistent with those determined in AE7473.adjacent state readjustments. The discontinuity between stations AE7473.located in North Carolina and those in adjacent states AE7473.which have been adjusted to the HARN may be as much as 5 AE7473.decimeters. This will result in a significant loss of accuracy AE7473.over lines crossing such state borders. AE7473 AE7473 AE7473.The horizontal coordinates were established by classical geodetic methods AE7473.and adjusted by the National Geodetic Survey in February 1998. AE7473 AE7473.The orthometric height was determined by differential leveling AE7473.and adjusted by the National Geodetic Survey in September 1998. AE7473 AE7473.The Laplace correction was computed from DEFLEC99 derived deflections. AE7473 AE7473.The geoid height was determined by GEOID03. AE7473 AE7473.The dynamic height is computed by dividing the NAVD 88 AE7473.geopotential number by the normal gravity value computed on the AE7473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AE7473.degrees latitude (g = 980.6199 gals.). AE7473 AE7473.The modeled gravity was interpolated from observed gravity values. AE7473 AE7473; North East Units Scale Factor Converg. AE7473;SPC NC - 233,628.384 646,478.809 MT 0.99992797 +0 14 08.4 AE7473;SPC NC - 766,495.79 2,120,989.23 sFT 0.99992797 +0 14 08.4 AE7473;UTM 17 - 3,970,583.779 717,469.695 MT 1.00018279 +1 24 40.3 AE7473 AE7473! - Elev Factor x Scale Factor = Combined Factor AE7473!SPC NC - 0.99998945 x 0.99992797 = 0.99991742 AE7473!UTM 17 - 0.99998945 x 1.00018279 = 1.00017224 AE7473 AE7473 SUPERSEDED SURVEY CONTROL AE7473 AE7473 NGVD 29 (02/27/98) 100.44 (m) 329.5 (f) LEVELING 3 AE7473 AE7473.Superseded values are not recommended for survey control. AE7473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7473.See file dsdata.txt to determine how the superseded data were derived. AE7473 AE7473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1747070584(NAD 83) AE7473_MARKER: DH = HORIZONTAL CONTROL DISK AE7473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7473_STAMPING: WHITT 1987 AE7473_MARK LOGO: NCGS AE7473_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7473+STABILITY: SURFACE MOTION AE7473_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR AE7473+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2005 AE7473 AE7473 HISTORY - Date Condition Report By AE7473 HISTORY - 1987 MONUMENTED NCGS AE7473 HISTORY - 19870101 GOOD NCGS AE7473 HISTORY - 20041116 GOOD USPSQD AE7473 HISTORY - 20050417 GOOD USPSQD AE7473 AE7473 STATION DESCRIPTION AE7473 AE7473'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7473'STATION IS LOCATED ABOUT 9.3 KM (5.75 MI) NORTH-NORTHEAST OF CAPITAL AE7473'SQUARE IN RALEIGH. ALONG SPRING FOREST ROAD FOR 1.0 KM (0.60 MI) WEST AE7473'FROM US 1 (CAPITAL BOULEVARD)TO HARGROVE ROAD, IN THE SOUTHEAST AE7473'QUADRANT, NEAR THE CURB. MARK IS RECESSED 16 CM BELOW GROUND AND LEVEL AE7473'WITH ROAD. LOCATED 16.0 M (52.5 FT) SOUTH-SOUTHWEST OF CENTERLINE OF AE7473'SPRING FOREST ROAD (EAST BOUND LANE), 7.0 M (23.0 FT) EAST-SOUTHEAST AE7473'OF THE CENTERLINE OF HARGROVE ROAD, 3.7 M (12.1 FT) WEST-SOUTHWEST OF AE7473'A FIRE HYDRANT, 2.8 M (9.2 FT) SOUTH-SOUTHWEST OF A WATER VALVE CAP, AE7473'AND 25.6 M (84.0 FT) NORTH OF A 12-INCH PINE WITH A REFERENCE TAG. AE7473 AE7473 STATION RECOVERY (1987) AE7473 AE7473'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) AE7473'RECOVERED AS DESCRIBED. AE7473 AE7473 STATION RECOVERY (2004) AE7473 AE7473'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) AE7473'RECOVERED AS DESCRIBED, LAST REFERNCE TO 12 INCH PINE TREE NOT VALID, AE7473'TREE IS GONE AE7473 AE7473 STATION RECOVERY (2005) AE7473 AE7473'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) AE7473'N 35 51.321 AE7473'W 078 35.504 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5012 *********************************************************************** EZ5012 DESIGNATION - WIG EZ5012 PID - EZ5012 EZ5012 STATE/COUNTY- NC/WAKE EZ5012 USGS QUAD - WAKE FOREST (1987) EZ5012 EZ5012 *CURRENT SURVEY CONTROL EZ5012 ___________________________________________________________________ EZ5012* NAD 83(1986)- 35 53 44.96067(N) 078 33 31.94142(W) ADJUSTED EZ5012* NAVD 88 - 83.0 (meters) 272. (feet) VERTCON EZ5012 ___________________________________________________________________ EZ5012 LAPLACE CORR- -7.92 (seconds) DEFLEC99 EZ5012 GEOID HEIGHT- -32.97 (meters) GEOID03 EZ5012 EZ5012 HORZ ORDER - SECOND EZ5012 EZ5012.The North Carolina HARNS have been completed but, EZ5012.due to contractual restrictions, coordinates for these stations EZ5012.will NOT be published in the near future. In the interim, the EZ5012.published coordinates in North Carolina will not be EZ5012.consistent with the Continuously Operating Reference Stations EZ5012.(CORS). The HARN coordinates for these stations are available EZ5012.upon request. Contact Gary Thompson(919-733-3836). EZ5012. EZ5012.In addition, the published North Carolina positions EZ5012.(NAD 83 (1986)) are NOT consistent with those determined in EZ5012.adjacent state readjustments. The discontinuity between stations EZ5012.located in North Carolina and those in adjacent states EZ5012.which have been adjusted to the HARN may be as much as 5 EZ5012.decimeters. This will result in a significant loss of accuracy EZ5012.over lines crossing such state borders. EZ5012 EZ5012 EZ5012.The horizontal coordinates were established by classical geodetic methods EZ5012.and adjusted by the National Geodetic Survey in July 1986. EZ5012 EZ5012.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5012 EZ5012.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5012 EZ5012.The geoid height was determined by GEOID03. EZ5012 EZ5012; North East Units Scale Factor Converg. EZ5012;SPC NC - 238,130.473 649,424.444 MT 0.99993566 +0 15 16.6 EZ5012;SPC NC - 781,266.39 2,130,653.36 sFT 0.99993566 +0 15 16.6 EZ5012;UTM 17 - 3,975,146.574 720,323.018 MT 1.00019818 +1 25 54.6 EZ5012 EZ5012! - Elev Factor x Scale Factor = Combined Factor EZ5012!SPC NC - 0.99999214 x 0.99993566 = 0.99992780 EZ5012!UTM 17 - 0.99999214 x 1.00019818 = 1.00019032 EZ5012 EZ5012 SUPERSEDED SURVEY CONTROL EZ5012 EZ5012 NAD 27 - 35 53 44.42765(N) 078 33 32.93477(W) AD( ) 2 EZ5012 NGVD 29 (07/19/86) 83.3 (m) 273. (f) VERT ANG EZ5012 EZ5012.Superseded values are not recommended for survey control. EZ5012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5012.See file dsdata.txt to determine how the superseded data were derived. EZ5012 EZ5012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2032375147(NAD 83) EZ5012_MARKER: DE = TRAVERSE STATION DISK EZ5012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5012_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5012_MAGNETIC: N = NO MAGNETIC MATERIAL EZ5012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5012+STABILITY: SURFACE MOTION EZ5012 EZ5012 HISTORY - Date Condition Report By EZ5012 HISTORY - 1970 MONUMENTED NCGS EZ5012 HISTORY - 1980 MARK NOT FOUND NCGS EZ5012 HISTORY - 1984 MARK NOT FOUND NCGS EZ5012 EZ5012 STATION DESCRIPTION EZ5012 EZ5012'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ5012'WIG IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ5012'VICINITY OF NORTHWEST WAKE COUNTY. EZ5012' EZ5012'WIG IS LOCATED APPROXIMATELY 6.3 MILES SSW OF WAKE FOREST AND EZ5012'3.3 MILES SSE OF FALLS. TO REACH STATION PROCEED FROM SR 2206 AND EZ5012'US 1 AT NEUSE CROSSROADS, GO NORTH ALONG US 1 FOR 0.1 MILE TO EZ5012'STATION ON LEFT, IN FRONT OF WIG LAND OUTLET, AND 0.25 MILE SOUTH OF EZ5012'SR 2043. EZ5012' EZ5012'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED WIG EZ5012'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS EZ5012'FLUSH WITH THE SURFACE OF THE GROUND. EZ5012' EZ5012'MARK IS-- EZ5012'33.2 FEET W OF C/L OF US 1. EZ5012'72.5 FEET NE OF ALUMINUM REF. TAG ON PP NO. 169. EZ5012'147.3 FEET SE OF ALUMINUM REF. TAG ON PP W/TRANSFORMER NO. 6018. EZ5012'79.2 FEET E OF SE CORNER OF HOUSE (MEASURED HORIZONTALLY). EZ5012'96.0 FEET ESE OF NE CORNER OF HOUSE (MEASURED HORIZONTALLY). EZ5012'21.5 FEET N OF C/L OF DRIVEWAY. EZ5012'16.3 FEET NE OF TOP OF 14 INCH CULVERT UNDER N END OF EZ5012'DRIVEWAY. 31.4 FEET NNW OF TOP OF 14 INCH CULVERT UNDER S END EZ5012'OF DRIVEWAY. EZ5012 EZ5012 STATION RECOVERY (1980) EZ5012 EZ5012'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (CEH) EZ5012'THE STATION WAS SEARCHED FOR BUT NOT FOUND. THE MARK COULD BE EZ5012'DESTROYED DUE TO HIGHWAY WIDENING. EZ5012 EZ5012 STATION RECOVERY (1984) EZ5012 EZ5012'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ5012'THE STATION NOT RECOVERED AT THIS DATE. EZ5012'STATION WAS SEARCHED FOR BUT NOT FOUND, PROBABLY DESTROYED BY EZ5012'GRADING FOR NEW FOUR LANED ROAD. EZ5012' EZ5012'NCGS 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4453 *********************************************************************** EZ4453 DESIGNATION - WIGGINS EZ4453 PID - EZ4453 EZ4453 STATE/COUNTY- NC/WAKE EZ4453 USGS QUAD - KNIGHTDALE (1993) EZ4453 EZ4453 *CURRENT SURVEY CONTROL EZ4453 ___________________________________________________________________ EZ4453* NAD 83(1986)- 35 50 20.36489(N) 078 29 55.18191(W) ADJUSTED EZ4453* NAVD 88 - 97.2 (meters) 319. (feet) VERTCON EZ4453 ___________________________________________________________________ EZ4453 LAPLACE CORR- -6.85 (seconds) DEFLEC99 EZ4453 GEOID HEIGHT- -33.39 (meters) GEOID03 EZ4453 EZ4453 HORZ ORDER - SECOND EZ4453 EZ4453.The North Carolina HARNS have been completed but, EZ4453.due to contractual restrictions, coordinates for these stations EZ4453.will NOT be published in the near future. In the interim, the EZ4453.published coordinates in North Carolina will not be EZ4453.consistent with the Continuously Operating Reference Stations EZ4453.(CORS). The HARN coordinates for these stations are available EZ4453.upon request. Contact Gary Thompson(919-733-3836). EZ4453. EZ4453.In addition, the published North Carolina positions EZ4453.(NAD 83 (1986)) are NOT consistent with those determined in EZ4453.adjacent state readjustments. The discontinuity between stations EZ4453.located in North Carolina and those in adjacent states EZ4453.which have been adjusted to the HARN may be as much as 5 EZ4453.decimeters. This will result in a significant loss of accuracy EZ4453.over lines crossing such state borders. EZ4453 EZ4453 EZ4453.The horizontal coordinates were established by classical geodetic methods EZ4453.and adjusted by the National Geodetic Survey in July 1986. EZ4453 EZ4453.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4453 EZ4453.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4453 EZ4453.The geoid height was determined by GEOID03. EZ4453 EZ4453; North East Units Scale Factor Converg. EZ4453;SPC NC - 231,850.896 654,891.851 MT 0.99992500 +0 17 21.7 EZ4453;SPC NC - 760,664.15 2,148,591.01 sFT 0.99992500 +0 17 21.7 EZ4453;UTM 17 - 3,968,978.837 725,919.797 MT 1.00022897 +1 27 54.6 EZ4453 EZ4453! - Elev Factor x Scale Factor = Combined Factor EZ4453!SPC NC - 0.99998998 x 0.99992500 = 0.99991498 EZ4453!UTM 17 - 0.99998998 x 1.00022897 = 1.00021895 EZ4453 EZ4453 SUPERSEDED SURVEY CONTROL EZ4453 EZ4453 NAD 27 - 35 50 19.82475(N) 078 29 56.17356(W) AD( ) 2 EZ4453 NGVD 29 (07/19/86) 97.5 (m) 320. (f) VERT ANG EZ4453 EZ4453.Superseded values are not recommended for survey control. EZ4453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4453.See file dsdata.txt to determine how the superseded data were derived. EZ4453 EZ4453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2592068979(NAD 83) EZ4453_MARKER: DE = TRAVERSE STATION DISK EZ4453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ4453_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ4453_STAMPING: WIGGINS 1965 EZ4453_MARK LOGO: NCGS EZ4453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ4453+STABILITY: SURFACE MOTION EZ4453_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ4453+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2005 EZ4453 EZ4453 HISTORY - Date Condition Report By EZ4453 HISTORY - 1965 MONUMENTED NCGS EZ4453 HISTORY - 20050418 GOOD USPSQD EZ4453 EZ4453 STATION DESCRIPTION EZ4453 EZ4453'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ4453'WIGGINS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ4453'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ4453' EZ4453'WIGGINS IS 8.8 MILES NE OF RALEIGH AND 3.6 MILES NW OF EZ4453'KNIGHTDALE. LOCATED 1.9 MILES ESE ALONG SR 2215 FROM BRIDGE OVER EZ4453'NEUSE RIVER. 0.45 MILES WNW OF SR 2225. 0.15 MILES E OF SR EZ4453'2217. AND ON TOP OF N DITCH BANK. EZ4453' EZ4453'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ4453'WIGGINS 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ4453'OF WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ4453' EZ4453'MARK IS EZ4453' EZ4453'28.0 FT N OF C/L OF SR 2215 EZ4453' EZ4453'19.0 FT N OF YELLOW ARROW ON SR 2215 EZ4453' EZ4453'8.2 FT S OF TP 2 WITH ALUMINUM REF. TAG EZ4453' EZ4453'9.7 FT N OF ROAD SIGN WITH ALUMINUM REF. TAG EZ4453' EZ4453'28.2 N OF C/L OF ROAD EZ4453' EZ4453'33.4 FT SE OF PP 2678 EZ4453' EZ4453'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ4453 EZ4453 STATION RECOVERY (2005) EZ4453 EZ4453'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ4453'N 35 50.338 EZ4453'W 078 29.921 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 FY1960 *********************************************************************** FY1960 DESIGNATION - WILBER FY1960 PID - FY1960 FY1960 STATE/COUNTY- NC/WAKE FY1960 USGS QUAD - CREEDMOOR (1990) FY1960 FY1960 *CURRENT SURVEY CONTROL FY1960 ___________________________________________________________________ FY1960* NAD 83(1986)- 36 04 01.14062(N) 078 41 41.21313(W) ADJUSTED FY1960* NAVD 88 - 112.779 (meters) 370.01 (feet) ADJUSTED FY1960 ___________________________________________________________________ FY1960 LAPLACE CORR- -6.49 (seconds) DEFLEC99 FY1960 GEOID HEIGHT- -31.98 (meters) GEOID03 FY1960 DYNAMIC HT - 112.686 (meters) 369.70 (feet) COMP FY1960 MODELED GRAV- 979,813.4 (mgal) NAVD 88 FY1960 FY1960 HORZ ORDER - SECOND FY1960 VERT ORDER - SECOND CLASS I FY1960 FY1960.The North Carolina HARNS have been completed but, FY1960.due to contractual restrictions, coordinates for these stations FY1960.will NOT be published in the near future. In the interim, the FY1960.published coordinates in North Carolina will not be FY1960.consistent with the Continuously Operating Reference Stations FY1960.(CORS). The HARN coordinates for these stations are available FY1960.upon request. Contact Gary Thompson(919-733-3836). FY1960. FY1960.In addition, the published North Carolina positions FY1960.(NAD 83 (1986)) are NOT consistent with those determined in FY1960.adjacent state readjustments. The discontinuity between stations FY1960.located in North Carolina and those in adjacent states FY1960.which have been adjusted to the HARN may be as much as 5 FY1960.decimeters. This will result in a significant loss of accuracy FY1960.over lines crossing such state borders. FY1960 FY1960 FY1960.The horizontal coordinates were established by classical geodetic methods FY1960.and adjusted by the National Geodetic Survey in July 1986. FY1960 FY1960.The orthometric height was determined by differential leveling FY1960.and adjusted by the National Geodetic Survey in June 1991. FY1960 FY1960.The Laplace correction was computed from DEFLEC99 derived deflections. FY1960 FY1960.The geoid height was determined by GEOID03. FY1960 FY1960.The dynamic height is computed by dividing the NAVD 88 FY1960.geopotential number by the normal gravity value computed on the FY1960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 FY1960.degrees latitude (g = 980.6199 gals.). FY1960 FY1960.The modeled gravity was interpolated from observed gravity values. FY1960 FY1960; North East Units Scale Factor Converg. FY1960;SPC NC - 257,075.192 637,096.795 MT 0.99997370 +0 10 34.2 FY1960;SPC NC - 843,420.86 2,090,208.40 sFT 0.99997370 +0 10 34.2 FY1960;UTM 17 - 3,993,837.469 707,605.364 MT 1.00013109 +1 21 27.5 FY1960 FY1960! - Elev Factor x Scale Factor = Combined Factor FY1960!SPC NC - 0.99998732 x 0.99997370 = 0.99996102 FY1960!UTM 17 - 0.99998732 x 1.00013109 = 1.00011841 FY1960 FY1960: Primary Azimuth Mark Grid Az FY1960:SPC NC - GRAY 191 43 21.7 FY1960:UTM 17 - GRAY 190 32 28.4 FY1960 FY1960|---------------------------------------------------------------------| FY1960| PID Reference Object Distance Geod. Az | FY1960| dddmmss.s | FY1960| FY2894 GRAY APPROX. 1.3 KM 1915355.9 | FY1960|---------------------------------------------------------------------| FY1960 FY1960 SUPERSEDED SURVEY CONTROL FY1960 FY1960 NAD 27 - 36 04 00.60893(N) 078 41 42.19879(W) AD( ) 2 FY1960 NGVD 29 (03/05/92) 113.046 (m) 370.89 (f) ADJUSTED 2 1 FY1960 FY1960.Superseded values are not recommended for survey control. FY1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. FY1960.See file dsdata.txt to determine how the superseded data were derived. FY1960 FY1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0760593837(NAD 83) FY1960_MARKER: DE = TRAVERSE STATION DISK FY1960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT FY1960_SP_SET: CONCRETE POST FY1960_STAMPING: WILBER 1970 FY1960_MARK LOGO: NCGS FY1960_PROJECTION: FLUSH FY1960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO FY1960+STABILITY: SURFACE MOTION FY1960_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR FY1960+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2004 FY1960 FY1960 HISTORY - Date Condition Report By FY1960 HISTORY - 1970 MONUMENTED NCGS FY1960 HISTORY - 1977 GOOD NCGS FY1960 HISTORY - 1977 GOOD NCGS FY1960 HISTORY - 1985 GOOD USPSQD FY1960 HISTORY - 1987 GOOD USPSQD FY1960 HISTORY - 1987 GOOD USPSQD FY1960 HISTORY - 1987 GOOD USPSQD FY1960 HISTORY - 20041121 GOOD USPSQD FY1960 FY1960 STATION DESCRIPTION FY1960 FY1960'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) FY1960'WILBER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN FY1960'THE VICINITY OF NORTHWEST WAKE COUNTY. FY1960' FY1960'WILBER IS LOCATED APPROXIMATELY 20 MILES NORTH OF RALEIGH AND 12 FY1960'MILES NORTHWEST OF WAKE FOREST. TO REACH STATION PROCEED FROM THE FY1960'INTERSECTION OF NC 98 AND NC 50 APPROXIMATELY 14 MILES NORTH OF FY1960'RALEIGH, GO NORTH ON NC 50 FOR 5.2 MILES TO INTERSECTION OF NC 50 FY1960'AND SR 1900, CONTINUE NORTH ON NC 50 FOR 0.35 MILE TO STATION ON FY1960'RIGHT, IN NORTHWEST CORNER OF YARD OWNED BY WILBER KEITH. FY1960'STATION IS 0.25 MILE SOUTH OF T INTERSECTION OF NC 50 AND SR FY1960'1901. FY1960' FY1960'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED WILBER FY1960'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS FY1960'FLUSH WITH THE SURFACE OF THE GROUND. FY1960' FY1960'MARK IS FY1960'33.3 FEET E OF C/L NC 50. FY1960'20.8 FEET S OF ALUMINUM REF. TAG ON PP. FY1960'102.5 FEET SE OF ALUMINUM REF. TAG ON PP NO. 6185. FY1960'88.3 FEET NW OF NW EDGE OF BRICK CHIMNEY. FY1960'129.6 FEET N OF CENTER OF DIRT DRIVEWAY. FY1960'147.8 FEET N OF LONE ELM TREE. FY1960'85.6 FEET NNW OF NW EDGE OF PORCH. FY1960 FY1960 STATION RECOVERY (1977) FY1960 FY1960'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 (HGG) FY1960'THE STATION WAS RECOVERED IN GOOD CONDITION. A COMPLETE NEW FY1960'DESCRIPTION FOLLOWS. FY1960' FY1960'THE STATION IS LOCATED APPROXIMATELY 3.8 MILES SOUTH OF CREEDMOOR. FY1960' FY1960'TO REACH THE STATION FROM THE JUNCTION OF NC 50 WITH NC 56 IN FY1960'CREEDMOOR, PROCEED SOUTH ALONG NC 50 FOR 3.9 MILES TO STATION ON LEFT, FY1960'0.35 MILE NORTH OF INTERSECTION WITH SR 1900 AT SANDY PLAIN, AND IN FY1960'THE NORTHWEST CORNER OF YARD OF WILBER KEIGTH RESIDENCE. FY1960' FY1960'STATION MARK IS A STANDARD DISK STAMPED---WILBER 1970---, SET IN THE FY1960'TOP OF A CONCRETE CYLINDER, WHICH IS FLUSH WITH THE GROUND SURFACE. FY1960'THE MARK IS 33.3 FEET EAST-SOUTHEAST OF THE CENTERLINE OF NC 50, 20.8 FY1960'FEET SOUTH OF A POWER POLE WITH REFERENCE TAG, 102.5 FEET FY1960'SOUTH-SOUTHEAST OF POWER POLE 6185 WITH REFERENCE TAG, 88.3 FEET FY1960'NORTH-NORTHWEST OF NORTHWEST EDGE OF BRICK CHIMNEY, 129.6 FEET FY1960'NORTH-NORTHEAST OF CENTER OF DIRT DRIVEWAY, 147.8 FEET NORTH OF LONE FY1960'ELM, 85.6 FEET NORTH-NORTHWEST OF NORTHWEST EDGE OF PORCH AND 5.6 FEET FY1960'EAST-SOUTHEAST OF CENTER OF TELEPHONE JUNCTION BOX. FY1960 FY1960 STATION RECOVERY (1977) FY1960 FY1960'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 FY1960'3.8 MI SOUTH FROM CREEDMOOR. FY1960'TO REACH STATION FROM THE JUNCTION OF NC 50 WITH NC 56 IN CREEDMOOR FY1960'GRANVILLE CO., PROCEED SOUTH ALONG NC 50 FOR 3.9 MILES TO STATION ON FY1960'LEFT, 0.35 MILE NORTH OF INTERSECTION WITH SR 1900 AT SANDY PLAIN, AND FY1960'IN THE NORTHWEST CORNER OF YARD OF WILBER KEIGTH RESIDENCE, 33.3 FT. FY1960'EAST SOUTHEAST OF CENTERLINE OF NC 50, 20.8 FT. SOUTH OF POWER POLE FY1960'WITH ALUMINUM REF. TAG, 102.5 FT. SOUTH SOUTHEAST OF POWER POLE NUMBER FY1960'6185 WITH ALUMINUM REF. TAG, 88.3 FT. NORTH NORTHWEST OF NORTHWEST FY1960'EDGE OF BRICK CHIMNEY, 129.6 FT. NORTH NORTHEAST OF CENTER OF DIRT FY1960'DRIVEWAY, 147.8 FT. NORTH OF LONE ELM, 85.6 FT. NORTH NORTHWEST OF FY1960'NORTHWEST EDGE OF PORCH AND 5.6 FT. EAST SOUTHEAST OF CENTER OF FY1960'TLEPHONE JUNCTION BOX. FY1960 FY1960 STATION RECOVERY (1985) FY1960 FY1960'RECOVERY NOTE BY US POWER SQUADRON 1985 (JTS) FY1960'RECOVERED IN GOOD CONDITION. FY1960 FY1960 STATION RECOVERY (1987) FY1960 FY1960'RECOVERY NOTE BY US POWER SQUADRON 1987 (SM) FY1960'RECOVERED IN GOOD CONDITION. FY1960 FY1960 STATION RECOVERY (1987) FY1960 FY1960'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTS) FY1960'RECOVERED IN GOOD CONDITION. FY1960 FY1960 STATION RECOVERY (1987) FY1960 FY1960'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWB) FY1960'RECOVERED IN GOOD CONDITION. FY1960 FY1960 STATION RECOVERY (2004) FY1960 FY1960'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) FY1960'RECOVERED AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5714 *********************************************************************** EZ5714 DESIGNATION - WILD CHERRY EZ5714 PID - EZ5714 EZ5714 STATE/COUNTY- NC/WAKE EZ5714 USGS QUAD - ZEBULON (1981) EZ5714 EZ5714 *CURRENT SURVEY CONTROL EZ5714 ___________________________________________________________________ EZ5714* NAD 83(1986)- 35 46 22.73242(N) 078 21 37.07497(W) ADJUSTED EZ5714* NAVD 88 - 95.3 (meters) 313. (feet) VERTCON EZ5714 ___________________________________________________________________ EZ5714 LAPLACE CORR- -4.18 (seconds) DEFLEC99 EZ5714 GEOID HEIGHT- -34.01 (meters) GEOID03 EZ5714 EZ5714 HORZ ORDER - SECOND EZ5714 EZ5714.The North Carolina HARNS have been completed but, EZ5714.due to contractual restrictions, coordinates for these stations EZ5714.will NOT be published in the near future. In the interim, the EZ5714.published coordinates in North Carolina will not be EZ5714.consistent with the Continuously Operating Reference Stations EZ5714.(CORS). The HARN coordinates for these stations are available EZ5714.upon request. Contact Gary Thompson(919-733-3836). EZ5714. EZ5714.In addition, the published North Carolina positions EZ5714.(NAD 83 (1986)) are NOT consistent with those determined in EZ5714.adjacent state readjustments. The discontinuity between stations EZ5714.located in North Carolina and those in adjacent states EZ5714.which have been adjusted to the HARN may be as much as 5 EZ5714.decimeters. This will result in a significant loss of accuracy EZ5714.over lines crossing such state borders. EZ5714 EZ5714 EZ5714.The horizontal coordinates were established by classical geodetic methods EZ5714.and adjusted by the National Geodetic Survey in January 1990. EZ5714 EZ5714.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5714 EZ5714.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5714 EZ5714.The geoid height was determined by GEOID03. EZ5714 EZ5714; North East Units Scale Factor Converg. EZ5714;SPC NC - 224,599.419 667,438.530 MT 0.99991387 +0 22 09.2 EZ5714;SPC NC - 736,873.26 2,189,754.58 sFT 0.99991387 +0 22 09.2 EZ5714;UTM 17 - 3,961,983.804 738,616.954 MT 1.00030167 +1 32 37.8 EZ5714 EZ5714! - Elev Factor x Scale Factor = Combined Factor EZ5714!SPC NC - 0.99999038 x 0.99991387 = 0.99990425 EZ5714!UTM 17 - 0.99999038 x 1.00030167 = 1.00029205 EZ5714 EZ5714|---------------------------------------------------------------------| EZ5714| PID Reference Object Distance Geod. Az | EZ5714| dddmmss.s | EZ5714| EZ5685 CUSTOM 357.546 METERS 14628 | EZ5714| EZ5708 SWISS 286.148 METERS 33607 | EZ5714|---------------------------------------------------------------------| EZ5714 EZ5714 SUPERSEDED SURVEY CONTROL EZ5714 EZ5714 NGVD 29 (01/12/90) 95.6 (m) 314. (f) VERT ANG EZ5714 EZ5714.Superseded values are not recommended for survey control. EZ5714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5714.See file dsdata.txt to determine how the superseded data were derived. EZ5714 EZ5714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3861761984(NAD 83) EZ5714_MARKER: DE = TRAVERSE STATION DISK EZ5714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5714_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5714+STABILITY: SURFACE MOTION EZ5714 EZ5714 HISTORY - Date Condition Report By EZ5714 HISTORY - 1980 MONUMENTED NCGS EZ5714 HISTORY - 20050415 MARK NOT FOUND USPSQD EZ5714 EZ5714 STATION DESCRIPTION EZ5714 EZ5714'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EZ5714'THE STATION IS LOCATED APPROXIMATELY 1.0 MILES SOUTHEAST OF WENDELL, EZ5714'AND 4.4 MILES SOUTHWEST OF ZEBULON. EZ5714' EZ5714'TO REACH THE STATION FROM THE INTERSECTION OF NC 231 WITH US 64 EZ5714'BUSINESS IN WENDELL, PROCEED SOUTHERLY ALONG NC 231 FOR 0.75 MILE TO EZ5714'STATION IN THE RIGHT SHOULDER, NEAR A LONE WILD CHERRY TREE IN EZ5714'CULTIVATED FIELD AND 0.05 MILE SOUTH OF THE SR 2354 ENTRANCE. EZ5714' EZ5714'STATION MARK IS A STANDARD DISK STAMPED---WILD CHERRY 1980---SET IN EZ5714'TOP OF A 10 INCH CONCRETE CYLINDER, 4 INCHES BELOW GROUND SURFACE. THE EZ5714'MARK IS 16.4 FEET WEST-SOUTHWEST OF THE CENTERLINE OF NC 231 AND 69.5 EZ5714'FEET SOUTHWEST OF 18 INCH PINE, 118.0 FEET WEST-SOUTHWEST OF 15 INCH EZ5714'PINE, 77.2 FEET WEST-NORTHWEST OF 8 INCH PINE, 96.6 FEET EZ5714'NORTH-NORTHEAST OF WILD CHERRY TREE ALL WITH REFERENCE TAGS. EZ5714 EZ5714 STATION RECOVERY (2005) EZ5714 EZ5714'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ5714'MARK NOT FOUND 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2370 *********************************************************************** EZ2370 DESIGNATION - WILDER EZ2370 PID - EZ2370 EZ2370 STATE/COUNTY- NC/WAKE EZ2370 USGS QUAD - KNIGHTDALE (1993) EZ2370 EZ2370 *CURRENT SURVEY CONTROL EZ2370 ___________________________________________________________________ EZ2370* NAD 83(1986)- 35 47 16.80254(N) 078 28 49.31650(W) ADJUSTED EZ2370* NAVD 88 - 96.679 (meters) 317.19 (feet) ADJUSTED EZ2370 ___________________________________________________________________ EZ2370 LAPLACE CORR- -6.38 (seconds) DEFLEC99 EZ2370 GEOID HEIGHT- -33.59 (meters) GEOID03 EZ2370 DYNAMIC HT - 96.594 (meters) 316.91 (feet) COMP EZ2370 MODELED GRAV- 979,750.6 (mgal) NAVD 88 EZ2370 EZ2370 HORZ ORDER - SECOND EZ2370 VERT ORDER - SECOND CLASS II EZ2370 EZ2370.The North Carolina HARNS have been completed but, EZ2370.due to contractual restrictions, coordinates for these stations EZ2370.will NOT be published in the near future. In the interim, the EZ2370.published coordinates in North Carolina will not be EZ2370.consistent with the Continuously Operating Reference Stations EZ2370.(CORS). The HARN coordinates for these stations are available EZ2370.upon request. Contact Gary Thompson(919-733-3836). EZ2370. EZ2370.In addition, the published North Carolina positions EZ2370.(NAD 83 (1986)) are NOT consistent with those determined in EZ2370.adjacent state readjustments. The discontinuity between stations EZ2370.located in North Carolina and those in adjacent states EZ2370.which have been adjusted to the HARN may be as much as 5 EZ2370.decimeters. This will result in a significant loss of accuracy EZ2370.over lines crossing such state borders. EZ2370 EZ2370 EZ2370.The horizontal coordinates were established by classical geodetic methods EZ2370.and adjusted by the National Geodetic Survey in July 1986. EZ2370 EZ2370.The orthometric height was determined by differential leveling EZ2370.and adjusted by the National Geodetic Survey in June 1991. EZ2370 EZ2370.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2370 EZ2370.The geoid height was determined by GEOID03. EZ2370 EZ2370.The dynamic height is computed by dividing the NAVD 88 EZ2370.geopotential number by the normal gravity value computed on the EZ2370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2370.degrees latitude (g = 980.6199 gals.). EZ2370 EZ2370.The modeled gravity was interpolated from observed gravity values. EZ2370 EZ2370; North East Units Scale Factor Converg. EZ2370;SPC NC - 226,202.350 656,574.294 MT 0.99991629 +0 17 59.7 EZ2370;SPC NC - 742,132.21 2,154,110.83 sFT 0.99991629 +0 17 59.7 EZ2370;UTM 17 - 3,963,364.219 727,718.280 MT 1.00023903 +1 28 26.7 EZ2370 EZ2370! - Elev Factor x Scale Factor = Combined Factor EZ2370!SPC NC - 0.99999010 x 0.99991629 = 0.99990639 EZ2370!UTM 17 - 0.99999010 x 1.00023903 = 1.00022913 EZ2370 EZ2370 SUPERSEDED SURVEY CONTROL EZ2370 EZ2370 NAD 27 - 35 47 16.26177(N) 078 28 50.30721(W) AD( ) 2 EZ2370 NGVD 29 (??/??/92) 96.957 (m) 318.10 (f) ADJ UNCH 2 2 EZ2370 EZ2370.Superseded values are not recommended for survey control. EZ2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2370.See file dsdata.txt to determine how the superseded data were derived. EZ2370 EZ2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2771863364(NAD 83) EZ2370_MARKER: DE = TRAVERSE STATION DISK EZ2370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2370_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2370_STAMPING: WILDER 1965 EZ2370_MARK LOGO: NCGS EZ2370_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ2370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2370+STABILITY: SURFACE MOTION EZ2370 EZ2370 HISTORY - Date Condition Report By EZ2370 HISTORY - 1965 MONUMENTED NCGS EZ2370 HISTORY - 1976 GOOD NCGS EZ2370 HISTORY - 1980 SEE DESCRIPTION LOCSUR EZ2370 HISTORY - 19931103 SEE DESCRIPTION NCGS EZ2370 EZ2370 STATION DESCRIPTION EZ2370 EZ2370'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ2370'WILDER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2370'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ2370' EZ2370'WILDER IS 9.0 MILES E OF RALEIGH AND IN THE CITY LIMITS OF EZ2370'KNIGHTDALE. STATION IS IN NE QUAD OF SR 2049 AND SR 2513 EZ2370'(FAYETTEVILLE ST.). S OF RR STATION AND 0.1 MILE N OF SR 2049 AND EZ2370'SR 2233. EZ2370' EZ2370'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2370'WILDER 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2370'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2370' EZ2370'MARK IS EZ2370' EZ2370'28.0 FT E OF C/L OF SR 2049 EZ2370' EZ2370'7.3 FT SE OF TP WITH ALUMINUM REF. TAG EZ2370' EZ2370'27.0 FT SE OF PP WITH ALUMINUM REF. TAG EZ2370' EZ2370'16.0 FT E OF YELLOW ARROW PAINTED ON SR 2049 EZ2370' EZ2370'13.2 FT W OF W RAIL EZ2370' EZ2370'52.0 FT NW OF RR CROSSING SIGN WITH ALUMINUM REF. TAG EZ2370' EZ2370'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ2370 EZ2370 STATION RECOVERY (1976) EZ2370 EZ2370'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2370'IN KNIGHTDALE. EZ2370'STATION IS LOCATED IN CENTER OF DOWNTOWN KNIGHTDALE, AT THE EZ2370'INTERSECTION OF SR 2049 (FIRST AVE.) AND SR 2513 (FAYETTEVILLE ST.), EZ2370'IN THE EAST QUADRANT OF THE T INTERSECTION BETWEEN FIRST AVE. AND THE EZ2370'SOUTHERN RAILROAD. 28.0 FT. SE OF CENTERLINE OF FIRST AVE., 13.2 FT. EZ2370'NW OF THE NORTHWEST RAIL, 7.3 FT. SE OF A T.P. WITH ALUMINUM REF. TAG, EZ2370'52.0 FT. NW OF A RAILROAD CROSSING SIGN POST WITH ALUMINUM REF. TAG. EZ2370'DISK IS SET IN CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF THE EZ2370'GROUND. EZ2370 EZ2370 STATION RECOVERY (1980) EZ2370 EZ2370'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980 EZ2370'THE STATION WAS REPORTED WITH THE DISK REMOVED, TOP VISIBLE. EZ2370 EZ2370 STATION RECOVERY (1993) EZ2370 EZ2370'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1993 (EWB) EZ2370'RECOVERED AS DESCRIBED. DISK IS GONE BUT THE STEM REMAINS INTACT AND EZ2370'USEABLE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5206 *********************************************************************** EZ5206 DESIGNATION - WILDWOOD EZ5206 PID - EZ5206 EZ5206 STATE/COUNTY- NC/WAKE EZ5206 USGS QUAD - BAYLEAF (1987) EZ5206 EZ5206 *CURRENT SURVEY CONTROL EZ5206 ___________________________________________________________________ EZ5206* NAD 83(1986)- 35 54 08.27954(N) 078 40 52.20032(W) ADJUSTED EZ5206* NAVD 88 - 146.4 (meters) 480. (feet) VERTCON EZ5206 ___________________________________________________________________ EZ5206 LAPLACE CORR- -6.91 (seconds) DEFLEC99 EZ5206 GEOID HEIGHT- -32.42 (meters) GEOID03 EZ5206 EZ5206 HORZ ORDER - SECOND EZ5206 EZ5206.The North Carolina HARNS have been completed but, EZ5206.due to contractual restrictions, coordinates for these stations EZ5206.will NOT be published in the near future. In the interim, the EZ5206.published coordinates in North Carolina will not be EZ5206.consistent with the Continuously Operating Reference Stations EZ5206.(CORS). The HARN coordinates for these stations are available EZ5206.upon request. Contact Gary Thompson(919-733-3836). EZ5206. EZ5206.In addition, the published North Carolina positions EZ5206.(NAD 83 (1986)) are NOT consistent with those determined in EZ5206.adjacent state readjustments. The discontinuity between stations EZ5206.located in North Carolina and those in adjacent states EZ5206.which have been adjusted to the HARN may be as much as 5 EZ5206.decimeters. This will result in a significant loss of accuracy EZ5206.over lines crossing such state borders. EZ5206 EZ5206 EZ5206.The horizontal coordinates were established by classical geodetic methods EZ5206.and adjusted by the National Geodetic Survey in July 1986. EZ5206 EZ5206.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5206 EZ5206.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5206 EZ5206.The geoid height was determined by GEOID03. EZ5206 EZ5206; North East Units Scale Factor Converg. EZ5206;SPC NC - 238,806.886 638,381.953 MT 0.99993693 +0 11 02.5 EZ5206;SPC NC - 783,485.59 2,094,424.79 sFT 0.99993693 +0 11 02.5 EZ5206;UTM 17 - 3,975,596.173 709,266.396 MT 1.00013964 +1 21 37.0 EZ5206 EZ5206! - Elev Factor x Scale Factor = Combined Factor EZ5206!SPC NC - 0.99998211 x 0.99993693 = 0.99991904 EZ5206!UTM 17 - 0.99998211 x 1.00013964 = 1.00012174 EZ5206 EZ5206: Primary Azimuth Mark Grid Az EZ5206:SPC NC - DAVIS 173 30 43.0 EZ5206:UTM 17 - DAVIS 172 20 08.5 EZ5206 EZ5206|---------------------------------------------------------------------| EZ5206| PID Reference Object Distance Geod. Az | EZ5206| dddmmss.s | EZ5206| EZ0978 SMITH 249.764 METERS 11021 | EZ5206| EZ0979 DAVIS 428.224 METERS 1734145.5 | EZ5206|---------------------------------------------------------------------| EZ5206 EZ5206 SUPERSEDED SURVEY CONTROL EZ5206 EZ5206 NAD 27 - 35 54 07.75278(N) 078 40 53.18602(W) AD( ) 2 EZ5206 NGVD 29 (07/19/86) 146.7 (m) 481. (f) VERT ANG EZ5206 EZ5206.Superseded values are not recommended for survey control. EZ5206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5206.See file dsdata.txt to determine how the superseded data were derived. EZ5206 EZ5206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0926675596(NAD 83) EZ5206_MARKER: DE = TRAVERSE STATION DISK EZ5206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5206_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5206_STAMPING: WILDWOOD 1961 EZ5206_MARK LOGO: NCGS EZ5206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5206+STABILITY: SURFACE MOTION EZ5206 EZ5206 HISTORY - Date Condition Report By EZ5206 HISTORY - 1961 MONUMENTED NCGS EZ5206 EZ5206 STATION DESCRIPTION EZ5206 EZ5206'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1961 (WCF) EZ5206'WILDWOOD IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5206'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5206' EZ5206'WILDWOOD IS 9.15 MILES WNW OF RALEIGH. PROCEED WEST ON U.S. 70 EZ5206'FOR 5.3 MILES TO CRABTREE CREEK, CONTINUE ON U.S. 70 FOR 0.4 EZ5206'MILES TO INTERSECTION OF NC 50, BEAR RIGHT ON NC 50 TOWARDS EZ5206'CREEDMOOR AND GO 4.3 MILES TO INTERSECTION OF SR 1829. STATION EZ5206'IS IN NW QUADRANT OF INTERSECTION. OR 1.7 MILES W OF SIX FORKS. EZ5206' EZ5206'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5206'WILDWOOD 1961, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5206'WHICH IS 2 INCHES ABOVE THE SURFACE OF THE GROUND. EZ5206' EZ5206'MARK IS EZ5206' EZ5206'25.7 FT W OF C/L OF NC 50 EZ5206' EZ5206'90.6 FT N OF C/L OF SR 1829 EZ5206' EZ5206'101.6 FT NNE OF 3 LEAD NAILS AT INTERSECTION OF NC 50 AND SR 1829 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2540 *********************************************************************** EZ2540 DESIGNATION - WILL EZ2540 PID - EZ2540 EZ2540 STATE/COUNTY- NC/WAKE EZ2540 USGS QUAD - RALEIGH EAST (1993) EZ2540 EZ2540 *CURRENT SURVEY CONTROL EZ2540 ___________________________________________________________________ EZ2540* NAD 83(1986)- 35 48 35.42190(N) 078 36 04.96760(W) ADJUSTED EZ2540* NAVD 88 - 76.562 (meters) 251.19 (feet) ADJUSTED EZ2540 ___________________________________________________________________ EZ2540 LAPLACE CORR- -7.74 (seconds) DEFLEC99 EZ2540 GEOID HEIGHT- -33.01 (meters) GEOID03 EZ2540 DYNAMIC HT - 76.495 (meters) 250.97 (feet) COMP EZ2540 MODELED GRAV- 979,769.8 (mgal) NAVD 88 EZ2540 EZ2540 HORZ ORDER - SECOND EZ2540 VERT ORDER - SECOND CLASS II EZ2540 EZ2540.The North Carolina HARNS have been completed but, EZ2540.due to contractual restrictions, coordinates for these stations EZ2540.will NOT be published in the near future. In the interim, the EZ2540.published coordinates in North Carolina will not be EZ2540.consistent with the Continuously Operating Reference Stations EZ2540.(CORS). The HARN coordinates for these stations are available EZ2540.upon request. Contact Gary Thompson(919-733-3836). EZ2540. EZ2540.In addition, the published North Carolina positions EZ2540.(NAD 83 (1986)) are NOT consistent with those determined in EZ2540.adjacent state readjustments. The discontinuity between stations EZ2540.located in North Carolina and those in adjacent states EZ2540.which have been adjusted to the HARN may be as much as 5 EZ2540.decimeters. This will result in a significant loss of accuracy EZ2540.over lines crossing such state borders. EZ2540 EZ2540 EZ2540.The horizontal coordinates were established by classical geodetic methods EZ2540.and adjusted by the National Geodetic Survey in July 1986. EZ2540 EZ2540.The orthometric height was determined by differential leveling EZ2540.and adjusted by the National Geodetic Survey in June 1991. EZ2540 EZ2540.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2540 EZ2540.The geoid height was determined by GEOID03. EZ2540 EZ2540.The dynamic height is computed by dividing the NAVD 88 EZ2540.geopotential number by the normal gravity value computed on the EZ2540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2540.degrees latitude (g = 980.6199 gals.). EZ2540 EZ2540.The modeled gravity was interpolated from observed gravity values. EZ2540 EZ2540; North East Units Scale Factor Converg. EZ2540;SPC NC - 228,574.658 645,625.385 MT 0.99991992 +0 13 48.3 EZ2540;SPC NC - 749,915.36 2,118,189.28 sFT 0.99991992 +0 13 48.3 EZ2540;UTM 17 - 3,965,512.316 716,719.866 MT 1.00017879 +1 24 14.3 EZ2540 EZ2540! - Elev Factor x Scale Factor = Combined Factor EZ2540!SPC NC - 0.99999316 x 0.99991992 = 0.99991308 EZ2540!UTM 17 - 0.99999316 x 1.00017879 = 1.00017195 EZ2540 EZ2540: Primary Azimuth Mark Grid Az EZ2540:SPC NC - LOUIS 330 06 50.3 EZ2540:UTM 17 - LOUIS 328 56 24.3 EZ2540 EZ2540|---------------------------------------------------------------------| EZ2540| PID Reference Object Distance Geod. Az | EZ2540| dddmmss.s | EZ2540| EZ2523 LOUIS APPROX. 0.6 KM 3302038.6 | EZ2540|---------------------------------------------------------------------| EZ2540 EZ2540 SUPERSEDED SURVEY CONTROL EZ2540 EZ2540 NAD 27 - 35 48 34.88440(N) 078 36 05.95456(W) AD( ) 2 EZ2540 NGVD 29 (??/??/92) 76.840 (m) 252.10 (f) ADJ UNCH 2 2 EZ2540 EZ2540.Superseded values are not recommended for survey control. EZ2540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2540.See file dsdata.txt to determine how the superseded data were derived. EZ2540 EZ2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1672065512(NAD 83) EZ2540_MARKER: DE = TRAVERSE STATION DISK EZ2540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2540_SP_SET: CONCRETE POST EZ2540_STAMPING: WILL 1965 EZ2540_MARK LOGO: NCGS EZ2540_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ2540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2540+STABILITY: SURFACE MOTION EZ2540 EZ2540 HISTORY - Date Condition Report By EZ2540 HISTORY - 1965 MONUMENTED NCGS EZ2540 HISTORY - 1977 GOOD NCGS EZ2540 HISTORY - 1982 GOOD LOCSUR EZ2540 HISTORY - 1984 GOOD NCGS EZ2540 HISTORY - 1984 GOOD NCGS EZ2540 HISTORY - 19871013 GOOD NCGS EZ2540 EZ2540 STATION DESCRIPTION EZ2540 EZ2540'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ2540'WILL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2540'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ2540' EZ2540'WILL IS 2.9 MILES NE OF RALEIGH. LOCATED 1.4 MILES NW ALONG EZ2540'U.S. 1 BYPASS FROM BRIDGE ON U.S. 64. 0.4 MILES SE ALONG EZ2540'U.S. 1 BYPASS FROM BRIDGE ON U.S. 1 NORTH AND AT THE E END OF EZ2540'BRIDGE OVER RR IN MEDIAN. EZ2540' EZ2540'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2540'WILL 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2540'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2540' EZ2540'MARK IS EZ2540' EZ2540'17.5 FT E OF C/L OF W BOUND LANE EZ2540' EZ2540'5.5 FT E OF YELLOW ARROW PAINTED ON CURB EZ2540' EZ2540'6.4 FT SE OF YELLOW ARROW PAINTED ON BRIDGE ABUTMENT EZ2540' EZ2540'22.9 FT W OF BRIDGE ABUTMENT ON W BOUND LANE EZ2540' EZ2540'37.6 FT N OF S END OF DRAIN EZ2540' EZ2540'3.4 FT NE OF BRIDGE CURB EZ2540' EZ2540'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ2540 EZ2540 STATION RECOVERY (1977) EZ2540 EZ2540'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1977 EZ2540'2.9 MI NE FROM RALEIGH. EZ2540'STATION IS LOCATED ALONG US 64 BYPASS (RALEIGH BELTLINE) 0.4 MILE EZ2540'SOUTHEAST OF THE US 1 US 401 EXCHANGE AT THE SOUTHEAST END OF THE EAST EZ2540'BOUND LANE OVERPASS OF NORFOLK SOUTHERN RAILROAD SPUR, AND IN MEDIAN EZ2540'BETWEEN CURVED WHEEL GUARD EXTENTION AND ABUTMENT OF BRIDGE. 17.5 FT. EZ2540'NE OF CENTERLINE OF EAST BOUND LANE, 22.9 FT. W OF BRIDGE ABUTMENT ON EZ2540'WEST BOUND LANE, 37.6 FT. N OF SOUTH END OF DRAIN AND 3.4 FT. N OF EZ2540'BRIDGE CURB. DISK IS SET IN TOP OF CONCRETE CYLINDER, FLUSH WITH THE EZ2540'SURFACE OF THE GROUND. EZ2540 EZ2540 STATION RECOVERY (1982) EZ2540 EZ2540'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982 (DB) EZ2540'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ2540 EZ2540 STATION RECOVERY (1984) EZ2540 EZ2540'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ2540'THE STATION WAS RECOVERED AT THIS DATE. EZ2540'MARK IS IN GOOD CONDITION AS DESCRIBED. EZ2540' EZ2540'STATION IS ALSO A BENCH MARK. EZ2540 EZ2540 STATION RECOVERY (1984) EZ2540 EZ2540'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 EZ2540'RECOVERED IN GOOD CONDITION. EZ2540 EZ2540 STATION RECOVERY (1987) EZ2540 EZ2540'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ2540'RECOVERED AS DESCRIBED. MARK IS LOCATED 20.5 FT (6.2 M) EAST OF EAST EZ2540'BOUND LANE, 3.7 FT (1.1 M) NORTHWEST OF THE NORTH END OF THE GUARD EZ2540'RAIL, AND 5.4 FT (1.6 M) EAST-SOUTHEAST OF THE SOUTH END OF THE BRIDGE EZ2540'ABUTMENT ON THE EAST BOUND LANE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2491 *********************************************************************** EZ2491 DESIGNATION - WILLIAM EZ2491 PID - EZ2491 EZ2491 STATE/COUNTY- NC/WAKE EZ2491 USGS QUAD - RALEIGH EAST (1993) EZ2491 EZ2491 *CURRENT SURVEY CONTROL EZ2491 ___________________________________________________________________ EZ2491* NAD 83(1986)- 35 46 48.67283(N) 078 35 50.59533(W) ADJUSTED EZ2491* NAVD 88 - 68.055 (meters) 223.28 (feet) ADJUSTED EZ2491 ___________________________________________________________________ EZ2491 LAPLACE CORR- -8.04 (seconds) DEFLEC99 EZ2491 GEOID HEIGHT- -33.10 (meters) GEOID03 EZ2491 DYNAMIC HT - 67.995 (meters) 223.08 (feet) COMP EZ2491 MODELED GRAV- 979,762.7 (mgal) NAVD 88 EZ2491 EZ2491 HORZ ORDER - SECOND EZ2491 VERT ORDER - SECOND CLASS II EZ2491 EZ2491.The North Carolina HARNS have been completed but, EZ2491.due to contractual restrictions, coordinates for these stations EZ2491.will NOT be published in the near future. In the interim, the EZ2491.published coordinates in North Carolina will not be EZ2491.consistent with the Continuously Operating Reference Stations EZ2491.(CORS). The HARN coordinates for these stations are available EZ2491.upon request. Contact Gary Thompson(919-733-3836). EZ2491. EZ2491.In addition, the published North Carolina positions EZ2491.(NAD 83 (1986)) are NOT consistent with those determined in EZ2491.adjacent state readjustments. The discontinuity between stations EZ2491.located in North Carolina and those in adjacent states EZ2491.which have been adjusted to the HARN may be as much as 5 EZ2491.decimeters. This will result in a significant loss of accuracy EZ2491.over lines crossing such state borders. EZ2491 EZ2491 EZ2491.The horizontal coordinates were established by classical geodetic methods EZ2491.and adjusted by the National Geodetic Survey in July 1986. EZ2491 EZ2491.The orthometric height was determined by differential leveling EZ2491.and adjusted by the National Geodetic Survey in June 1991. EZ2491 EZ2491.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2491 EZ2491.The geoid height was determined by GEOID03. EZ2491 EZ2491.The dynamic height is computed by dividing the NAVD 88 EZ2491.geopotential number by the normal gravity value computed on the EZ2491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2491.degrees latitude (g = 980.6199 gals.). EZ2491 EZ2491.The modeled gravity was interpolated from observed gravity values. EZ2491 EZ2491; North East Units Scale Factor Converg. EZ2491;SPC NC - 225,286.311 645,999.518 MT 0.99991502 +0 13 56.6 EZ2491;SPC NC - 739,126.84 2,119,416.75 sFT 0.99991502 +0 13 56.6 EZ2491;UTM 17 - 3,962,231.460 717,161.377 MT 1.00018115 +1 24 19.1 EZ2491 EZ2491! - Elev Factor x Scale Factor = Combined Factor EZ2491!SPC NC - 0.99999451 x 0.99991502 = 0.99990953 EZ2491!UTM 17 - 0.99999451 x 1.00018115 = 1.00017566 EZ2491 EZ2491: Primary Azimuth Mark Grid Az EZ2491:SPC NC - EMERGENCY 056 16 39.1 EZ2491:UTM 17 - EMERGENCY 055 06 16.6 EZ2491 EZ2491|---------------------------------------------------------------------| EZ2491| PID Reference Object Distance Geod. Az | EZ2491| dddmmss.s | EZ2491| EZ5065 EMERGENCY 464.989 METERS 0563035.7 | EZ2491| EZ2490 ENLOE 370.323 METERS 26315 | EZ2491|---------------------------------------------------------------------| EZ2491 EZ2491 SUPERSEDED SURVEY CONTROL EZ2491 EZ2491 NAD 27 - 35 46 48.13562(N) 078 35 51.58205(W) AD( ) 2 EZ2491 NGVD 29 (??/??/92) 68.335 (m) 224.20 (f) ADJ UNCH 2 2 EZ2491 EZ2491.Superseded values are not recommended for survey control. EZ2491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2491.See file dsdata.txt to determine how the superseded data were derived. EZ2491 EZ2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1716162231(NAD 83) EZ2491_MARKER: DE = TRAVERSE STATION DISK EZ2491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2491_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2491_STAMPING: WILLIAM 1967 EZ2491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2491+STABILITY: SURFACE MOTION EZ2491 EZ2491 HISTORY - Date Condition Report By EZ2491 HISTORY - 1967 MONUMENTED NCGS EZ2491 HISTORY - 1976 GOOD NCGS EZ2491 HISTORY - 1983 GOOD USPSQD EZ2491 EZ2491 STATION DESCRIPTION EZ2491 EZ2491'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ2491'WILLIAM IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2491'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ2491' EZ2491'WILLIAM IS LOCATED APPROXIMATELY 2.3 MILES EAST OF RALEIGH EZ2491'CAPITOL SQUARE. TO REACH STATION PROCEED FROM CAPITOL SQUARE EZ2491'EAST ON NEW BERN AVE. 2.3 MILES TO STATION ON SOUTH SIDE OF EZ2491'NEW BERN AVE., AND APPROXIMATELY 150 FT WEST OF INTERSECTION EZ2491'OF KING WILLIAM RD. AND THE EAST BOUND LANE OF NEW BERN AVE. EZ2491' EZ2491'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2491'WILLIAM 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2491'WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ2491' EZ2491'MARK IS EZ2491' EZ2491'53.4 FT NW OF TP 42 ON S SIDE OF E BOUND LANE OF NEW BERN EZ2491'AVE., WITH ALUMINUM REF. TAG EZ2491' EZ2491'27.6 FT W OF 14 INCH WALNUT TREE S OF NEW BERN AVE. WITH EZ2491'ALUMINUM REF. TAG EZ2491' EZ2491'58.0 FT E OF 20 INCH ASH ON S SIDE OF NEW BERN AVE. WITH EZ2491'ALUMINUM REF. TAG EZ2491' EZ2491'33.5 FT NNE OF 20 INCH DEAD OAK WITH ALUMINUM REF. TAG EZ2491' EZ2491'31.8 FT S OF C/L OF E BOUND LANE OF NEW BERN AVE. EZ2491' EZ2491'122.5 FT W OF STREET MARKER AT INTERSECTION OF KING WILLIAM EZ2491'RD. AND NEW BERN AVE. EZ2491 EZ2491 STATION RECOVERY (1976) EZ2491 EZ2491'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2491'IN RALEIGH. EZ2491'STATION IS LOCATED APPROXIMATELY 2.3 MILES EAST OF CAPITOL SQUARE ON EZ2491'SOUTH SIDE OF NEW BERN AVE., APPROXIMATELY 150 FEET WEST OF EZ2491'INTERSECTION OF KING WILLIAM RD., AND THE EAST BOUND LANE OF NEW BERN EZ2491'AVE. 31.8 FT. S OF CENTERLINE OF EAST BOUND LANE OF NEW BERN AVE., EZ2491'122.5 FT. W OF STREET MARKER AT INTERSECTION OF KING WILLIAM RD. AND EZ2491'NEW BERN AVE., 64.3 FT. WSW OF CENTER OF TOP OF SOUTH END OF CONCRETE EZ2491'CULVERT UNDER NEW BERN AVE., 14.2 FT. E OF SERVICE POLE WITH NIGHT EZ2491'LIGHT AND WITH ALUMINUM REF. TAG, 53.4 FT. NW OF TP NO. 42 ON SOUTH EZ2491'SIDE OF EAST BOUND LANE OF NEW BERN AVE. AND WITH ALUMINUM REF. TAG, EZ2491'AND 27.1 FT. W OF 14 INCH WALNUT SOUTH OF NEW BERN AVE. WITH ALUMINUM EZ2491'REF. TAG. DISK IS SET IN CONCRETE CYLINDER, 2 INCHES BELOW THE EZ2491'SURFACE OF THE GROUND. EZ2491 EZ2491 STATION RECOVERY (1983) EZ2491 EZ2491'RECOVERY NOTE BY US POWER SQUADRON 1983 (JGS) EZ2491'WILLIAM 1967 RECOVERED GOOD. EZ2491' EZ2491'RECOMMEND THE FOLLOWING CHANGES IN DESCRIPTION--THE TOP OF STATION EZ2491'IS FLUSH WITH SURFACE OF THE GROUND. THE 14 INCHES WALNUT EZ2491'TREE REFERENCE IS NOW 18 INCHES IN DIA. THE 20 INCHES ASH AND THE EZ2491'20 INCH DEAD OAK ARE NOT USABLE REFERENCES, THE ASH IS INACCESSABLE EZ2491'AND THE OAK IS GONE. THE REST OF REFERENCES ARE GOOD. ADD THE EZ2491'FOLLOWING REFERENCE--15.0 FEET E OF UTILITY POLE WITH STREET EZ2491'LIGHT AND ALUMINUM REFERENCE TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2242 *********************************************************************** EZ2242 DESIGNATION - WILLOW SPRINGS EZ2242 PID - EZ2242 EZ2242 STATE/COUNTY- NC/WAKE EZ2242 USGS QUAD - ANGIER (1993) EZ2242 EZ2242 *CURRENT SURVEY CONTROL EZ2242 ___________________________________________________________________ EZ2242* NAD 83(1986)- 35 35 25.01241(N) 078 43 52.68135(W) ADJUSTED EZ2242* NAVD 88 - 116.765 (meters) 383.09 (feet) ADJUSTED EZ2242 ___________________________________________________________________ EZ2242 LAPLACE CORR- -4.88 (seconds) DEFLEC99 EZ2242 GEOID HEIGHT- -32.89 (meters) GEOID03 EZ2242 DYNAMIC HT - 116.662 (meters) 382.75 (feet) COMP EZ2242 MODELED GRAV- 979,756.6 (mgal) NAVD 88 EZ2242 EZ2242 HORZ ORDER - SECOND EZ2242 VERT ORDER - SECOND CLASS II EZ2242 EZ2242.The North Carolina HARNS have been completed but, EZ2242.due to contractual restrictions, coordinates for these stations EZ2242.will NOT be published in the near future. In the interim, the EZ2242.published coordinates in North Carolina will not be EZ2242.consistent with the Continuously Operating Reference Stations EZ2242.(CORS). The HARN coordinates for these stations are available EZ2242.upon request. Contact Gary Thompson(919-733-3836). EZ2242. EZ2242.In addition, the published North Carolina positions EZ2242.(NAD 83 (1986)) are NOT consistent with those determined in EZ2242.adjacent state readjustments. The discontinuity between stations EZ2242.located in North Carolina and those in adjacent states EZ2242.which have been adjusted to the HARN may be as much as 5 EZ2242.decimeters. This will result in a significant loss of accuracy EZ2242.over lines crossing such state borders. EZ2242 EZ2242 EZ2242.The horizontal coordinates were established by classical geodetic methods EZ2242.and adjusted by the National Geodetic Survey in July 1986. EZ2242 EZ2242.The orthometric height was determined by differential leveling EZ2242.and adjusted by the National Geodetic Survey in June 1991. EZ2242 EZ2242.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2242 EZ2242.The geoid height was determined by GEOID03. EZ2242 EZ2242.The dynamic height is computed by dividing the NAVD 88 EZ2242.geopotential number by the normal gravity value computed on the EZ2242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2242.degrees latitude (g = 980.6199 gals.). EZ2242 EZ2242.The modeled gravity was interpolated from observed gravity values. EZ2242 EZ2242; North East Units Scale Factor Converg. EZ2242;SPC NC - 204,176.890 633,950.156 MT 0.99988999 +0 09 18.3 EZ2242;SPC NC - 669,870.35 2,079,884.80 sFT 0.99988999 +0 09 18.3 EZ2242;UTM 17 - 3,940,875.235 705,542.393 MT 1.00012064 +1 19 14.9 EZ2242 EZ2242! - Elev Factor x Scale Factor = Combined Factor EZ2242!SPC NC - 0.99998684 x 0.99988999 = 0.99987683 EZ2242!UTM 17 - 0.99998684 x 1.00012064 = 1.00010747 EZ2242 EZ2242: Primary Azimuth Mark Grid Az EZ2242:SPC NC - CHURCHES 072 57 51.6 EZ2242:UTM 17 - CHURCHES 071 47 55.0 EZ2242 EZ2242|---------------------------------------------------------------------| EZ2242| PID Reference Object Distance Geod. Az | EZ2242| dddmmss.s | EZ2242| EZ2241 CHURCHES APPROX. 1.5 KM 0730709.9 | EZ2242|---------------------------------------------------------------------| EZ2242 EZ2242 SUPERSEDED SURVEY CONTROL EZ2242 EZ2242 NAD 27 - 35 35 24.45306(N) 078 43 53.64797(W) AD( ) 2 EZ2242 NGVD 29 (??/??/92) 117.030 (m) 383.96 (f) ADJ UNCH 2 2 EZ2242 EZ2242.Superseded values are not recommended for survey control. EZ2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2242.See file dsdata.txt to determine how the superseded data were derived. EZ2242 EZ2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0554240875(NAD 83) EZ2242_MARKER: DE = TRAVERSE STATION DISK EZ2242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2242_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2242_STAMPING: WILLOW SPRINGS 1976 EZ2242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2242+STABILITY: SURFACE MOTION EZ2242 EZ2242 HISTORY - Date Condition Report By EZ2242 HISTORY - 1976 MONUMENTED NCGS EZ2242 HISTORY - 1976 GOOD NCGS EZ2242 EZ2242 STATION DESCRIPTION EZ2242 EZ2242'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2242'WILLOW SPRINGS IS A N. C. GEODETIC SURVEY TRAVERSE STATION EZ2242'ESTABLISHED IN THE VICINITY OF WILLOW SPRINGS, NORTH CAROLINA. EZ2242' EZ2242'WILLOW SPRINGS IS LOCATED IN THE SOUTH SECTION OF WILLOW SPRINGS EZ2242'AND 3.9 MILES EAST OF FUQUAY-VARINA. TO REACH STATION FROM EZ2242'INTERSECTION OF NC 42 WITH NC 55 NEAR THEIR JUNCTION WITH U.S. 401 EZ2242'EAST OF FUQUAY-VARINA, PROCEED EASTERLY ALONG NC 42 FOR 1.6 MILES EZ2242'TO STATION ON RIGHT, ON APPROXIMATE PROPERTY LINE BETWEEN A EZ2242'ONE AND A HALF STORY WHITE FRAME HOUSE AND A ONE STORY BRICK EZ2242'HOUSE, NEAR POWER POLE 21 AND ABOUT 350 FEET EAST OF EZ2242'INTERSECTION WITH SR 2754 CROSSROADS. EZ2242' EZ2242'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2242'WILLOW SPRINGS 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE EZ2242'TOP OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ2242' EZ2242'MARK IS 53.4 FT S OF C/L OF NC 42 EZ2242' EZ2242'8.1 FT W OF C/L OF WESTERNMOST DIRT DRIVEWAY TO WHITE HOUSE EZ2242' EZ2242'38.0 FT E OF C/L PAVED DRIVEWAY TO BRICK HOUSE EZ2242' EZ2242'4.5 FT SSE OF POWER POLE 21 WITH TRANSFORMER AND WITH ALUMINUM EZ2242'REF. TAG EZ2242' EZ2242'45.7 FT N OF 6 INCH SUGAR MAPLE EZ2242' EZ2242'55.0 FT NNW OF NORTHWEST CORNER OF WHITE HOUSE EZ2242' EZ2242'71.7 FT NNE OF NORTHEAST CORNER OF BRICK HOUSE EZ2242 EZ2242 STATION RECOVERY (1976) EZ2242 EZ2242'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2242'IN WILLOW SPRINGS. EZ2242'TO REACH STATION FROM INTERSECTION OF NC 42 WITH NC 55 NEAR THEIR EZ2242'JUNCTION WITH US 401 EAST OF FUQUAY-VARINA, PROCEED EASTERLY ALONG NC EZ2242'42 FOR 1.6 MILES TO STATION ON RIGHT, ON APPROXIMATE PROPERTY LINE EZ2242'BETWEEN A ONE AND A HALF STORY WHITE FRAME HOUSE AND A ONE STORY BRICK EZ2242'HOUSE, NEAR POWER POLE NO. 21, ABOUT 350 FEET EAST OF INTERSECTION EZ2242'WITH SR 2754 CROSSROADS. 53.4 FT. S OF CENTERLINE OF NC 42, 8.1 FT. W EZ2242'OF CENTERLINE OF WESTERNMOST DIRT DRIVEWAY TO WHITE HOUSE, 38.0 FT. E EZ2242'OF CENTERLINE PAVED DRIVEWAY TO BRICK HOUSE, 4.5 FT. SSE OF POWER POLE EZ2242'NO. 21 WITH TRANSFORMER AND WITH ALUMINUM REF. TAG, 45.7 FT. N OF 6 EZ2242'INCH SUGAR MAPLE, 55.0 FT. NNW OF NORTHWEST CORNER OF WHITE HOUSE AND EZ2242'71.7 FT. NNE OF NORTHEAST CORNER OF BRICK HOUSE. DISK IS SET IN EZ2242'CONCRETE CYLINDER, 1 INCH BELOW THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5336 *********************************************************************** EZ5336 DESIGNATION - WILSON EZ5336 PID - EZ5336 EZ5336 STATE/COUNTY- NC/WAKE EZ5336 USGS QUAD - FUQUAY-VARINA (1993) EZ5336 EZ5336 *CURRENT SURVEY CONTROL EZ5336 ___________________________________________________________________ EZ5336* NAD 83(1986)- 35 36 46.81990(N) 078 48 30.07835(W) ADJUSTED EZ5336* NAVD 88 - 133.1 (meters) 437. (feet) VERTCON EZ5336 ___________________________________________________________________ EZ5336 LAPLACE CORR- -5.01 (seconds) DEFLEC99 EZ5336 GEOID HEIGHT- -32.62 (meters) GEOID03 EZ5336 EZ5336 HORZ ORDER - SECOND EZ5336 EZ5336.The North Carolina HARNS have been completed but, EZ5336.due to contractual restrictions, coordinates for these stations EZ5336.will NOT be published in the near future. In the interim, the EZ5336.published coordinates in North Carolina will not be EZ5336.consistent with the Continuously Operating Reference Stations EZ5336.(CORS). The HARN coordinates for these stations are available EZ5336.upon request. Contact Gary Thompson(919-733-3836). EZ5336. EZ5336.In addition, the published North Carolina positions EZ5336.(NAD 83 (1986)) are NOT consistent with those determined in EZ5336.adjacent state readjustments. The discontinuity between stations EZ5336.located in North Carolina and those in adjacent states EZ5336.which have been adjusted to the HARN may be as much as 5 EZ5336.decimeters. This will result in a significant loss of accuracy EZ5336.over lines crossing such state borders. EZ5336 EZ5336 EZ5336.The horizontal coordinates were established by classical geodetic methods EZ5336.and adjusted by the National Geodetic Survey in July 1986. EZ5336 EZ5336.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5336 EZ5336.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5336 EZ5336.The geoid height was determined by GEOID03. EZ5336 EZ5336; North East Units Scale Factor Converg. EZ5336;SPC NC - 206,681.719 626,962.779 MT 0.99989241 +0 06 38.2 EZ5336;SPC NC - 678,088.27 2,056,960.38 sFT 0.99989241 +0 06 38.2 EZ5336;UTM 17 - 3,943,237.875 698,504.006 MT 1.00008559 +1 16 35.9 EZ5336 EZ5336! - Elev Factor x Scale Factor = Combined Factor EZ5336!SPC NC - 0.99998422 x 0.99989241 = 0.99987663 EZ5336!UTM 17 - 0.99998422 x 1.00008559 = 1.00006981 EZ5336 EZ5336 SUPERSEDED SURVEY CONTROL EZ5336 EZ5336 NAD 27 - 35 36 46.26663(N) 078 48 31.03990(W) AD( ) 2 EZ5336 NGVD 29 (07/19/86) 133.4 (m) 438. (f) VERT ANG EZ5336 EZ5336.Superseded values are not recommended for survey control. EZ5336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5336.See file dsdata.txt to determine how the superseded data were derived. EZ5336 EZ5336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9850443238(NAD 83) EZ5336_MARKER: DE = TRAVERSE STATION DISK EZ5336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5336_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5336_STAMPING: WILSON 1967 EZ5336_MARK LOGO: NCGS EZ5336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5336+STABILITY: SURFACE MOTION EZ5336 EZ5336 HISTORY - Date Condition Report By EZ5336 HISTORY - 1967 MONUMENTED NCGS EZ5336 HISTORY - 1979 MARK NOT FOUND LOCSUR EZ5336 EZ5336 STATION DESCRIPTION EZ5336 EZ5336'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ5336'WILSON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ5336'THE VICINITY OF APEX, NORTH CAROLINA. EZ5336' EZ5336'WILSON IS LOCATED APPROXIMATELY 2.0 MILES NNW OF FUQUAY EZ5336'SPRINGS. TO REACH STATION PROCEED FROM THE INTERSECTION OF NC EZ5336'55 WITH U.S. 401 IN FUQUAY-VARINA, GO NORTH ON NC 55 FOR 1.75 EZ5336'MILES TO STATION. WHICH IS ON THE EAST BANK OF NC 55 IN CURVE, EZ5336'AT EDGE OF CULTIVATED FIELD SOUTH OF A PINE TREE HEDGE ROW, EZ5336'0.15 MILE NORTH OF INTERSECTION OF SR 1111 AND 0.25 MILE SOUTH EZ5336'OF INTERSECTION OF SR 1113 WITH NC 55. EZ5336' EZ5336'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ5336'WILSON 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ5336'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ5336' EZ5336'MARK IS EZ5336' EZ5336'32.4 FT ENE OF C/L OF NC 55 EZ5336' EZ5336'64.0 FT ENE OF TP WITH ALUMINUM REF. TAG ON W SIDE OF NC 55 EZ5336' EZ5336'151.6 FT SE OF PP WITH TRANSFORMER ON E SIDE OF NC 55, AND EZ5336'WITH ALUMINUM REF. TAG EZ5336' EZ5336'61.4 FT SSE OF SW END PINE TREE OF PINE TREE HEDGE, AND WITH EZ5336'ALUMINUM REF. TAG EZ5336' EZ5336'148.6 FT NW OF PP WITH ALUMINUM REF. TAG ON E SIDE OF NC 55 EZ5336 EZ5336 STATION RECOVERY (1979) EZ5336 EZ5336'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (CWR) EZ5336'THE STATION WAS REPORTED PROBABLY DESTROYED BY SHOULDER IMPROVEMENTS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5025 *********************************************************************** EZ5025 DESIGNATION - WINDUR EZ5025 PID - EZ5025 EZ5025 STATE/COUNTY- NC/WAKE EZ5025 USGS QUAD - WAKE FOREST (1987) EZ5025 EZ5025 *CURRENT SURVEY CONTROL EZ5025 ___________________________________________________________________ EZ5025* NAD 83(1986)- 35 58 48.54505(N) 078 30 52.12130(W) ADJUSTED EZ5025* NAVD 88 - 115.7 (meters) 380. (feet) VERTCON EZ5025 ___________________________________________________________________ EZ5025 LAPLACE CORR- -7.12 (seconds) DEFLEC99 EZ5025 GEOID HEIGHT- -32.89 (meters) GEOID03 EZ5025 EZ5025 HORZ ORDER - SECOND EZ5025 EZ5025.The North Carolina HARNS have been completed but, EZ5025.due to contractual restrictions, coordinates for these stations EZ5025.will NOT be published in the near future. In the interim, the EZ5025.published coordinates in North Carolina will not be EZ5025.consistent with the Continuously Operating Reference Stations EZ5025.(CORS). The HARN coordinates for these stations are available EZ5025.upon request. Contact Gary Thompson(919-733-3836). EZ5025. EZ5025.In addition, the published North Carolina positions EZ5025.(NAD 83 (1986)) are NOT consistent with those determined in EZ5025.adjacent state readjustments. The discontinuity between stations EZ5025.located in North Carolina and those in adjacent states EZ5025.which have been adjusted to the HARN may be as much as 5 EZ5025.decimeters. This will result in a significant loss of accuracy EZ5025.over lines crossing such state borders. EZ5025 EZ5025 EZ5025.The horizontal coordinates were established by classical geodetic methods EZ5025.and adjusted by the National Geodetic Survey in July 1986. EZ5025 EZ5025.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5025 EZ5025.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5025 EZ5025.The geoid height was determined by GEOID03. EZ5025 EZ5025; North East Units Scale Factor Converg. EZ5025;SPC NC - 247,505.510 653,386.408 MT 0.99995328 +0 16 48.8 EZ5025;SPC NC - 812,024.33 2,143,651.91 sFT 0.99995328 +0 16 48.8 EZ5025;UTM 17 - 3,984,603.640 724,092.251 MT 1.00021881 +1 27 39.1 EZ5025 EZ5025! - Elev Factor x Scale Factor = Combined Factor EZ5025!SPC NC - 0.99998700 x 0.99995328 = 0.99994028 EZ5025!UTM 17 - 0.99998700 x 1.00021881 = 1.00020581 EZ5025 EZ5025|---------------------------------------------------------------------| EZ5025| PID Reference Object Distance Geod. Az | EZ5025| dddmmss.s | EZ5025| EZ5024 SEMINARY 280.942 METERS 11831 | EZ5025| EZ5026 GOLDUR 277.924 METERS 25006 | EZ5025|---------------------------------------------------------------------| EZ5025 EZ5025 SUPERSEDED SURVEY CONTROL EZ5025 EZ5025 NAD 27 - 35 58 47.99963(N) 078 30 53.12081(W) AD( ) 2 EZ5025 NGVD 29 (07/19/86) 116.0 (m) 381. (f) VERT ANG EZ5025 EZ5025.Superseded values are not recommended for survey control. EZ5025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5025.See file dsdata.txt to determine how the superseded data were derived. EZ5025 EZ5025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2409284604(NAD 83) EZ5025_MARKER: DE = TRAVERSE STATION DISK EZ5025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5025_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5025_MAGNETIC: N = NO MAGNETIC MATERIAL EZ5025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5025+STABILITY: SURFACE MOTION EZ5025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ5025+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2005 EZ5025 EZ5025 HISTORY - Date Condition Report By EZ5025 HISTORY - 1978 MONUMENTED NCGS EZ5025 HISTORY - 20050621 GOOD GEOCAC EZ5025 EZ5025 STATION DESCRIPTION EZ5025 EZ5025'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1978 (ACD) EZ5025'THE STATION IS LOCATED IN THE WEST SECTION OF WAKE FOREST. EZ5025' EZ5025'TO REACH THE STATION FROM THE SOUTHERNMOST INTERSECTION OF US 1A WITH EZ5025'NC 98 IN WAKE FOREST, PROCEED WESTERLY ALONG NC 98 FOR 0.15 MILE TO EZ5025'INTERSECTION WITH WINGATE STREET AND STATION ON THE RIGHT, IN EZ5025'NORTHERNMOST QUADRANT OF INTERSECTION. EZ5025' EZ5025'STATION MARK IS A STANDARD DISK STAMPED---WINDUR 1978---SET IN THE TOP EZ5025'OF A CONCRETE CYLINDER WHICH IS 1 INCH BELOW THE GROUND SURFACE. THE EZ5025'MARK IS 38.7 FEET NORTH-NORTHEAST OF CENTERLINE OF NC 98, 29.9 FEET EZ5025'NORTH-NORTHWEST OF MANHOLE COVER IN INTERSECTION, 4.4 FEET SOUTH- EZ5025'SOUTHWEST OF BRACE POST WITH REFERENCE TAG, 78.2 FEET EAST OF POWER EZ5025'POLE WITH TRANSFORMER WITH REFERENCE TAG AND 21.7 FEET NORTHEAST OF EZ5025'CONCRETE STREET MARKER. EZ5025 EZ5025 STATION RECOVERY (2005) EZ5025 EZ5025'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ5025'RECOVERED IN GOOD CONDITION IN THE NW QUADRANT OF INTERSECTION OF EZ5025'NC-98 AND WINGATE STREET, IN TOP OF A CONCRETE MONUMENT WHICH IS FLUSH EZ5025'WITH A BRICK SIDEWALK. MARK IS 6 FEET SOUTH OF A BRACE POLE, 3 FEET EZ5025'WEST OF THE CURB OF WINGATE STREET, AND APPROX 22 FEET SW OF A FIRE EZ5025'HYDRANT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0936 *********************************************************************** EZ0936 DESIGNATION - WK 22 EZ0936 PID - EZ0936 EZ0936 STATE/COUNTY- NC/WAKE EZ0936 USGS QUAD - CARY (1993) EZ0936 EZ0936 *CURRENT SURVEY CONTROL EZ0936 ___________________________________________________________________ EZ0936* NAD 83(1986)- 35 51 50.09999(N) 078 48 08.89821(W) ADJUSTED EZ0936* NAVD 88 - 108.144 (meters) 354.80 (feet) ADJUSTED EZ0936 ___________________________________________________________________ EZ0936 LAPLACE CORR- -5.92 (seconds) DEFLEC99 EZ0936 GEOID HEIGHT- -32.03 (meters) GEOID03 EZ0936 DYNAMIC HT - 108.054 (meters) 354.51 (feet) COMP EZ0936 MODELED GRAV- 979,792.9 (mgal) NAVD 88 EZ0936 EZ0936 HORZ ORDER - SECOND EZ0936 VERT ORDER - SECOND CLASS 0 EZ0936 EZ0936.The North Carolina HARNS have been completed but, EZ0936.due to contractual restrictions, coordinates for these stations EZ0936.will NOT be published in the near future. In the interim, the EZ0936.published coordinates in North Carolina will not be EZ0936.consistent with the Continuously Operating Reference Stations EZ0936.(CORS). The HARN coordinates for these stations are available EZ0936.upon request. Contact Gary Thompson(919-733-3836). EZ0936. EZ0936.In addition, the published North Carolina positions EZ0936.(NAD 83 (1986)) are NOT consistent with those determined in EZ0936.adjacent state readjustments. The discontinuity between stations EZ0936.located in North Carolina and those in adjacent states EZ0936.which have been adjusted to the HARN may be as much as 5 EZ0936.decimeters. This will result in a significant loss of accuracy EZ0936.over lines crossing such state borders. EZ0936 EZ0936 EZ0936.The horizontal coordinates were established by classical geodetic methods EZ0936.and adjusted by the National Geodetic Survey in July 1986. EZ0936 EZ0936.The orthometric height was determined by differential leveling EZ0936.and adjusted by the National Geodetic Survey in June 1991. EZ0936 EZ0936.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0936 EZ0936.The geoid height was determined by GEOID03. EZ0936 EZ0936.The dynamic height is computed by dividing the NAVD 88 EZ0936.geopotential number by the normal gravity value computed on the EZ0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0936.degrees latitude (g = 980.6199 gals.). EZ0936 EZ0936.The modeled gravity was interpolated from observed gravity values. EZ0936 EZ0936; North East Units Scale Factor Converg. EZ0936;SPC NC - 234,519.820 627,440.377 MT 0.99992955 +0 06 50.4 EZ0936;SPC NC - 769,420.44 2,058,527.30 sFT 0.99992955 +0 06 50.4 EZ0936;UTM 17 - 3,971,084.824 698,413.094 MT 1.00008512 +1 17 16.3 EZ0936 EZ0936! - Elev Factor x Scale Factor = Combined Factor EZ0936!SPC NC - 0.99998805 x 0.99992955 = 0.99991760 EZ0936!UTM 17 - 0.99998805 x 1.00008512 = 1.00007317 EZ0936 EZ0936 SUPERSEDED SURVEY CONTROL EZ0936 EZ0936 NAD 27 - 35 51 49.57434(N) 078 48 09.87765(W) AD( ) 2 EZ0936 NGVD 29 (??/??/92) 108.401 (m) 355.65 (f) ADJ UNCH 2 0 EZ0936 EZ0936.Superseded values are not recommended for survey control. EZ0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0936.See file dsdata.txt to determine how the superseded data were derived. EZ0936 EZ0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9841371085(NAD 83) EZ0936_MARKER: DD = SURVEY DISK EZ0936_SETTING: 30 = SET IN A LIGHT STRUCTURE EZ0936_SP_SET: SET IN A LIGHT STRUCTURE EZ0936_STAMPING: WK 22 1973 EZ0936_MARK LOGO: NGS EZ0936_MAGNETIC: N = NO MAGNETIC MATERIAL EZ0936_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ0936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ0936+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2004 EZ0936 EZ0936 HISTORY - Date Condition Report By EZ0936 HISTORY - 1973 MONUMENTED NGS EZ0936 HISTORY - 1973 GOOD NCGS EZ0936 HISTORY - 20040823 SEE DESCRIPTION NCGS EZ0936 EZ0936 STATION DESCRIPTION EZ0936 EZ0936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 EZ0936'WK-22 IS A NCGS BM DISK SET FLUSH IN A DRILL HOLE IN A TRAFFIC ISLAND EZ0936'AT THE INTERSECTION OF SR 1002 AND SR 1788. IT IS 51.2 FEET SSE OF EZ0936'C/L OF SR 1788, 61.3 FEET NW OF S END OF ISLAND, 61.7 FEET SW OF E EZ0936'END OF CULVERT UNDER SR 1002, AND 129.5 FEET NE OF PP 5 WITH ALUMINUM EZ0936'REF. TAG. DISK IS STAMPED WK-22 1973. EZ0936 EZ0936 STATION RECOVERY (1973) EZ0936 EZ0936'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0936'3.2 MI NNE FROM MORRISVILLE. EZ0936'TO REACH STATION FROM THE BRIDGE ON SR 1002 (ROAD TO MORRISVILLE) EZ0936'OVER I40, PROCEED NORTHERLY ALONG SR 1002 FOR 01.10 MILES TO EZ0936'INTERSECTION WITH SR 1788 AND STATION IN CONCRETE ISLAND IN SR EZ0936'1002, 51.2 FT SSE OF C/L OF SR 1788, 61.3 FT NNW OF S END OF EZ0936'ISLAND, 61.7 FT SW OF E END OF CULVERT UNDER SR 1002, AND 129.5 EZ0936'FT NE OF PP 5 WITH ALUMINUM REF. TAG. DISK IS SET IN DRILL HOLE EZ0936'IN CONCRETE TRAFFIC ISLAND. EZ0936 EZ0936 STATION RECOVERY (2004) EZ0936 EZ0936'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL) EZ0936'STATION IS DESTROYED. DISK NOT FOUND. TRAFFIC ISLAND AND INTERSECTION EZ0936'ARE GONE. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0949 *********************************************************************** EZ0949 DESIGNATION - WK 23 EZ0949 PID - EZ0949 EZ0949 STATE/COUNTY- NC/WAKE EZ0949 USGS QUAD - RALEIGH WEST (1988) EZ0949 EZ0949 *CURRENT SURVEY CONTROL EZ0949 ___________________________________________________________________ EZ0949* NAD 83(1986)- 35 51 57.35937(N) 078 43 01.78455(W) ADJUSTED EZ0949* NAVD 88 - 117.544 (meters) 385.64 (feet) ADJUSTED EZ0949 ___________________________________________________________________ EZ0949 LAPLACE CORR- -7.42 (seconds) DEFLEC99 EZ0949 GEOID HEIGHT- -32.37 (meters) GEOID03 EZ0949 DYNAMIC HT - 117.444 (meters) 385.31 (feet) COMP EZ0949 MODELED GRAV- 979,784.2 (mgal) NAVD 88 EZ0949 EZ0949 HORZ ORDER - SECOND EZ0949 VERT ORDER - SECOND CLASS 0 EZ0949 EZ0949.The North Carolina HARNS have been completed but, EZ0949.due to contractual restrictions, coordinates for these stations EZ0949.will NOT be published in the near future. In the interim, the EZ0949.published coordinates in North Carolina will not be EZ0949.consistent with the Continuously Operating Reference Stations EZ0949.(CORS). The HARN coordinates for these stations are available EZ0949.upon request. Contact Gary Thompson(919-733-3836). EZ0949. EZ0949.In addition, the published North Carolina positions EZ0949.(NAD 83 (1986)) are NOT consistent with those determined in EZ0949.adjacent state readjustments. The discontinuity between stations EZ0949.located in North Carolina and those in adjacent states EZ0949.which have been adjusted to the HARN may be as much as 5 EZ0949.decimeters. This will result in a significant loss of accuracy EZ0949.over lines crossing such state borders. EZ0949 EZ0949 EZ0949.The horizontal coordinates were established by classical geodetic methods EZ0949.and adjusted by the National Geodetic Survey in March 1998. EZ0949 EZ0949.The orthometric height was determined by differential leveling EZ0949.and adjusted by the National Geodetic Survey in June 1991. EZ0949 EZ0949.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0949 EZ0949.The geoid height was determined by GEOID03. EZ0949 EZ0949.The dynamic height is computed by dividing the NAVD 88 EZ0949.geopotential number by the normal gravity value computed on the EZ0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0949.degrees latitude (g = 980.6199 gals.). EZ0949 EZ0949.The modeled gravity was interpolated from observed gravity values. EZ0949 EZ0949; North East Units Scale Factor Converg. EZ0949;SPC NC - 234,762.188 635,144.172 MT 0.99992993 +0 09 47.7 EZ0949;SPC NC - 770,215.61 2,083,802.17 sFT 0.99992993 +0 09 47.7 EZ0949;UTM 17 - 3,971,485.090 706,111.648 MT 1.00012350 +1 20 16.7 EZ0949 EZ0949! - Elev Factor x Scale Factor = Combined Factor EZ0949!SPC NC - 0.99998663 x 0.99992993 = 0.99991656 EZ0949!UTM 17 - 0.99998663 x 1.00012350 = 1.00011013 EZ0949 EZ0949 SUPERSEDED SURVEY CONTROL EZ0949 EZ0949 NGVD 29 (??/??/92) 117.812 (m) 386.52 (f) ADJ UNCH 2 0 EZ0949 EZ0949.Superseded values are not recommended for survey control. EZ0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0949.See file dsdata.txt to determine how the superseded data were derived. EZ0949 EZ0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0611271485(NAD 83) EZ0949_MARKER: DB = BENCH MARK DISK EZ0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0949_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ0949_STAMPING: WK 23 1973 EZ0949_MARK LOGO: NCGS EZ0949_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0949+STABILITY: SURFACE MOTION EZ0949 EZ0949 HISTORY - Date Condition Report By EZ0949 HISTORY - 1973 MONUMENTED NCGS EZ0949 HISTORY - 19860101 GOOD NCGS EZ0949 HISTORY - 19860101 GOOD NCGS EZ0949 HISTORY - 1988 GOOD USPSQD EZ0949 EZ0949 STATION DESCRIPTION EZ0949 EZ0949'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ0949'7.4 MI NW FROM RALEIGH. EZ0949'TO REACH STATION FROM THE U.S. 70 UNDERPASS OF U.S. 1-U.S. 64 EZ0949'BYPASS (BELTLINE) IN NW RALEIGH, PROCEED NW ALONG U.S. 70 FOR EZ0949'3.5 MILES TO RALEIGH MEMORIAL PARK CEMETERY AND STATION IN THE EZ0949'GRASSY AREA BETWEEN THE ENTRANCE AND EXIT DRIVEWAYS, 62.2 FT SW EZ0949'OF C/L OF EAST BOUND LANE OF U.S. 70, 38.0 FT SE OF C/L OF EZ0949'ENTRANCE TO CEMETERY (NW DRIVEWAY), 41.0 FT NW OF C/L OF EXIT EZ0949'FROM CEMETERY (SE DRIVEWAY), 42.3 FT WNW OF CENTER OF MANHOLE EZ0949'COVER IN EXIT DRIVEWAY, 68.0 FT SSE OF METAL ONE WAY SIGN POST EZ0949'BESIDE ENTRANCE, AND 106.8 FT SE OF FIRST PP NW OF ENTRANCE WITH EZ0949'ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER FLUSH WITH EZ0949'THE SURFACE OF THE GROUND. EZ0949 EZ0949 STATION RECOVERY (1986) EZ0949 EZ0949'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ0949'STATION IS LOCATED ABOUT 11.9 KM (7.40 MI) NORTHWEST OF CAPITOL SQUARE EZ0949'(IN RALEIGH). ALONG US 70 FOR 5.6 KM (3.45 MI) NORTHWEST FROM THE EZ0949'CLIFF BENSON BELTLINE, AT RALEIGH MEMORIAL PARK CEMETERY, IN THE EZ0949'GRASSY AREA BETWEEN THE DRIVEWAYS. MARK IS FLUSH WITH GROUND AND 3 EZ0949'FEET (0.9 M) HIGHER THAN THE HIGHWAY. LOCATED 18.9 M (62.0 FT) EZ0949'SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES, 5.9 M (19.4 FT) EZ0949'SOUTHWEST OF THE CURB, 11.6 M (38.1 FT) SOUTHEAST OF THE CENTERLINE OF EZ0949'A DRIVEWAY ENTRANCE, 12.5 M (41.0 FT) NORTHWEST OF THE CENTERLINE OF EZ0949'DRIVEWAY EXIT, 13.0 M (42.7 FT) WEST-NORTHWEST OF A MANHOLE COVER IN EZ0949'THE EXIT DRIVEWAY, AND 32.5 M (106.6 FT) SOUTHEAST OF A POWER POLE EZ0949'WITH A REFERENCE TAG. EZ0949 EZ0949 STATION RECOVERY (1986) EZ0949 EZ0949'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) EZ0949'RECOVERED AS DESCRIBED. EZ0949 EZ0949 STATION RECOVERY (1988) EZ0949 EZ0949'RECOVERY NOTE BY US POWER SQUADRON 1988 (OEK) EZ0949'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1134 *********************************************************************** EZ1134 DESIGNATION - WK 31 EZ1134 PID - EZ1134 EZ1134 STATE/COUNTY- NC/WAKE EZ1134 USGS QUAD - NEW HILL (1983) EZ1134 EZ1134 *CURRENT SURVEY CONTROL EZ1134 ___________________________________________________________________ EZ1134* NAD 83(1986)- 35 44 51.48688(N) 078 52 59.15992(W) ADJUSTED EZ1134* NAVD 88 - 115.161 (meters) 377.82 (feet) ADJUSTED EZ1134 ___________________________________________________________________ EZ1134 LAPLACE CORR- -5.61 (seconds) DEFLEC99 EZ1134 GEOID HEIGHT- -32.05 (meters) GEOID03 EZ1134 DYNAMIC HT - 115.062 (meters) 377.50 (feet) COMP EZ1134 MODELED GRAV- 979,770.4 (mgal) NAVD 88 EZ1134 EZ1134 HORZ ORDER - SECOND EZ1134 VERT ORDER - SECOND CLASS II EZ1134 EZ1134.The North Carolina HARNS have been completed but, EZ1134.due to contractual restrictions, coordinates for these stations EZ1134.will NOT be published in the near future. In the interim, the EZ1134.published coordinates in North Carolina will not be EZ1134.consistent with the Continuously Operating Reference Stations EZ1134.(CORS). The HARN coordinates for these stations are available EZ1134.upon request. Contact Gary Thompson(919-733-3836). EZ1134. EZ1134.In addition, the published North Carolina positions EZ1134.(NAD 83 (1986)) are NOT consistent with those determined in EZ1134.adjacent state readjustments. The discontinuity between stations EZ1134.located in North Carolina and those in adjacent states EZ1134.which have been adjusted to the HARN may be as much as 5 EZ1134.decimeters. This will result in a significant loss of accuracy EZ1134.over lines crossing such state borders. EZ1134 EZ1134 EZ1134.The horizontal coordinates were established by classical geodetic methods EZ1134.and adjusted by the National Geodetic Survey in July 1986. EZ1134 EZ1134.The orthometric height was determined by differential leveling EZ1134.and adjusted by the National Geodetic Survey in June 1991. EZ1134 EZ1134.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1134 EZ1134.The geoid height was determined by GEOID03. EZ1134 EZ1134.The dynamic height is computed by dividing the NAVD 88 EZ1134.geopotential number by the normal gravity value computed on the EZ1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1134.degrees latitude (g = 980.6199 gals.). EZ1134 EZ1134.The modeled gravity was interpolated from observed gravity values. EZ1134 EZ1134; North East Units Scale Factor Converg. EZ1134;SPC NC - 221,607.285 620,173.882 MT 0.99990995 +0 04 02.9 EZ1134;SPC NC - 727,056.57 2,034,687.14 sFT 0.99990995 +0 04 02.9 EZ1134;UTM 17 - 3,958,024.453 691,411.125 MT 1.00005149 +1 14 13.6 EZ1134 EZ1134! - Elev Factor x Scale Factor = Combined Factor EZ1134!SPC NC - 0.99998696 x 0.99990995 = 0.99989691 EZ1134!UTM 17 - 0.99998696 x 1.00005149 = 1.00003845 EZ1134 EZ1134: Primary Azimuth Mark Grid Az EZ1134:SPC NC - MCCORMICK 2 084 15 04.3 EZ1134:UTM 17 - MCCORMICK 2 083 04 53.6 EZ1134 EZ1134|---------------------------------------------------------------------| EZ1134| PID Reference Object Distance Geod. Az | EZ1134| dddmmss.s | EZ1134| EZ1145 MCCORMICK 2 APPROX. 1.8 KM 0841907.2 | EZ1134|---------------------------------------------------------------------| EZ1134 EZ1134 SUPERSEDED SURVEY CONTROL EZ1134 EZ1134 NAD 27 - 35 44 50.94290(N) 078 53 00.13291(W) AD( ) 2 EZ1134 NGVD 29 (??/??/92) 115.414 (m) 378.65 (f) ADJ UNCH 2 2 EZ1134 EZ1134.Superseded values are not recommended for survey control. EZ1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1134.See file dsdata.txt to determine how the superseded data were derived. EZ1134 EZ1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9141158024(NAD 83) EZ1134_MARKER: DD = SURVEY DISK EZ1134_SETTING: 30 = SET IN A LIGHT STRUCTURE EZ1134_SP_SET: CONCRETE LANDING EZ1134_STAMPING: WK 31 1974 EZ1134_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ1134 EZ1134 HISTORY - Date Condition Report By EZ1134 HISTORY - 1974 MONUMENTED NCGS EZ1134 HISTORY - 1974 GOOD NCGS EZ1134 EZ1134 STATION DESCRIPTION EZ1134 EZ1134'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1974 (JDB) EZ1134'WK-31 IS A N. C. GEODETIC SURVEY BENCH MARK ESTABLISHED IN THE EZ1134'VICINITY OF APEX, AND TRAVERSED THROUGH BY THE N. C. GEODETIC EZ1134'SURVEY IN 1974. EZ1134' EZ1134'WK-31 IS LOCATED APPROXIMATELY 2.1 MILES WNW OF APEX. TO REACH EZ1134'STATION FROM THE U.S. 64 UNDERPASS OF NC 55 NORTHWEST OF APEX, EZ1134'PROCEED WEST ALONG U.S. 64 FOR 0.45 MILE TO STATION IN THE WEST END EZ1134'OF CONCRETE TRAFFIC ISLAND. EZ1134' EZ1134'STATION MARK IS A STANDARD N. C. BRASS BENCH MARK DISK, STAMPED EZ1134'WK-31 1974, SET FLUSH IN DRILL HOLE IN CONCRETE TRAFFIC ISLAND. EZ1134' EZ1134'MARK IS EZ1134' EZ1134'4.8 FT ENE OF CENTER OF W END OF ISLAND EZ1134' EZ1134'75.2 FT N OF 24 INCH OAK WITH ALUMINUM REF. TAG EZ1134' EZ1134'1.9 FT ENE OF KEEP RIGHT SIGN POST WITH ALUMINUM REF. TAG EZ1134 EZ1134 STATION RECOVERY (1974) EZ1134 EZ1134'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1974 EZ1134'2.1 MI WNW FROM APEX. EZ1134'TO REACH STATION FROM THE U.S. 64 UNDERPASS OF NC 55 NW OF APEX, EZ1134'PROCEED WEST ALONG U.S. 64 FOR 0.45 MILE TO STATION IN THE WEST EZ1134'END OF CONCRETE TRAFFIC ISLAND, 4.8 FT ENE OF CENTER OF WEST END EZ1134'OF ISLAND, 75.2 FT NORTH OF 24 IN OAK WITH ALUMINUM REF. TAG, AND EZ1134'1.9 FT ENE OF KEEP RIGHT SIGN POST WITH ALUMINUM REF. TAG. DISK EZ1134'IS SET FLUSH IN DRILL HOLE IN CONCRETE TRAFFIC ISLAND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4426 *********************************************************************** EZ4426 DESIGNATION - WK 42 EZ4426 PID - EZ4426 EZ4426 STATE/COUNTY- NC/WAKE EZ4426 USGS QUAD - ZEBULON (1981) EZ4426 EZ4426 *CURRENT SURVEY CONTROL EZ4426 ___________________________________________________________________ EZ4426* NAD 83(1986)- 35 49 51.25103(N) 078 21 15.76220(W) ADJUSTED EZ4426* NAVD 88 - 76.60 (+/-2cm) 251.3 (feet) VERTCON EZ4426 ___________________________________________________________________ EZ4426 LAPLACE CORR- -4.76 (seconds) DEFLEC99 EZ4426 GEOID HEIGHT- -33.92 (meters) GEOID03 EZ4426 EZ4426 HORZ ORDER - SECOND EZ4426 VERT ORDER - THIRD ? (See Below) EZ4426 EZ4426.The North Carolina HARNS have been completed but, EZ4426.due to contractual restrictions, coordinates for these stations EZ4426.will NOT be published in the near future. In the interim, the EZ4426.published coordinates in North Carolina will not be EZ4426.consistent with the Continuously Operating Reference Stations EZ4426.(CORS). The HARN coordinates for these stations are available EZ4426.upon request. Contact Gary Thompson(919-733-3836). EZ4426. EZ4426.In addition, the published North Carolina positions EZ4426.(NAD 83 (1986)) are NOT consistent with those determined in EZ4426.adjacent state readjustments. The discontinuity between stations EZ4426.located in North Carolina and those in adjacent states EZ4426.which have been adjusted to the HARN may be as much as 5 EZ4426.decimeters. This will result in a significant loss of accuracy EZ4426.over lines crossing such state borders. EZ4426 EZ4426 EZ4426.The horizontal coordinates were established by classical geodetic methods EZ4426.and adjusted by the National Geodetic Survey in July 1986. EZ4426 EZ4426.The NAVD 88 height was computed by applying the VERTCON shift value to EZ4426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ4426.The vertical order pertains to the NGVD 29 superseded value. EZ4426 EZ4426.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4426 EZ4426.The geoid height was determined by GEOID03. EZ4426 EZ4426; North East Units Scale Factor Converg. EZ4426;SPC NC - 231,028.962 667,931.993 MT 0.99992357 +0 22 21.5 EZ4426;SPC NC - 757,967.52 2,191,373.55 sFT 0.99992357 +0 22 21.5 EZ4426;UTM 17 - 3,968,424.592 738,978.526 MT 1.00030379 +1 32 58.1 EZ4426 EZ4426! - Elev Factor x Scale Factor = Combined Factor EZ4426!SPC NC - 0.99999330 x 0.99992357 = 0.99991687 EZ4426!UTM 17 - 0.99999330 x 1.00030379 = 1.00029709 EZ4426 EZ4426 SUPERSEDED SURVEY CONTROL EZ4426 EZ4426 NAD 27 - 35 49 50.69451(N) 078 21 16.76082(W) AD( ) 2 EZ4426 NGVD 29 (07/19/86) 76.89 (m) 252.3 (f) LEVELING 3 EZ4426 EZ4426.Superseded values are not recommended for survey control. EZ4426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4426.See file dsdata.txt to determine how the superseded data were derived. EZ4426 EZ4426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3897968425(NAD 83) EZ4426_MARKER: DD = SURVEY DISK EZ4426_SETTING: 36 = SET IN A MASSIVE STRUCTURE EZ4426_STAMPING: WK 42 1976 EZ4426_MARK LOGO: NCGS EZ4426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EZ4426 EZ4426 HISTORY - Date Condition Report By EZ4426 HISTORY - 1976 MONUMENTED NCGS EZ4426 HISTORY - 1982 GOOD NCGS EZ4426 EZ4426 STATION DESCRIPTION EZ4426 EZ4426'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1982 (ACD) EZ4426'THE STATION IS LOCATED APPROXIMATELY 2.3 MILES WEST OF ZEBULON AND 3.4 EZ4426'MILES EAST OF WENDELL, IN THE CONCRETE BRIDGE CURB AT THE SOUTHEAST EZ4426'END OF THE US 64 WEST BOUND LANES BRIDGE OVER THE LITTLE RIVER. EZ4426' EZ4426'THE MARK IS A STANDARD NCGS BENCH MARK DISK SET FLUSH IN DRILL HOLE EZ4426'IN TOP OF EAST END OF SOUTHERNMOST CONCRETE CURB AND EZ4426'STAMPED---WK 42 1976---. EZ4426' EZ4426'THE MARK IS 18.5 FEET SOUTH-SOUTHWEST OF CENTERLINE OF WEST BOUND EZ4426'LANES, 73.5 FEET NORTH-NORTHEAST OF CENTERLINE OF EASTBOUND LANES, EZ4426'1.5 FEET WEST OF SOUTHEAST END OF BRIDGE RAIL CURB, AND 0.8 FEET EAST EZ4426'SOUTHEAST END OF THE BRIDGE RAIL. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2162 *********************************************************************** EZ2162 DESIGNATION - WK 60 EZ2162 PID - EZ2162 EZ2162 STATE/COUNTY- NC/WAKE EZ2162 USGS QUAD - SOUTHEAST DURHAM (1993) EZ2162 EZ2162 *CURRENT SURVEY CONTROL EZ2162 ___________________________________________________________________ EZ2162* NAD 83(1986)- 35 52 55. (N) 078 48 07. (W) SCALED EZ2162* NAVD 88 - 93.905 (meters) 308.09 (feet) ADJUSTED EZ2162 ___________________________________________________________________ EZ2162 GEOID HEIGHT- -31.99 (meters) GEOID03 EZ2162 DYNAMIC HT - 93.826 (meters) 307.83 (feet) COMP EZ2162 MODELED GRAV- 979,790.9 (mgal) NAVD 88 EZ2162 EZ2162 VERT ORDER - SECOND CLASS II EZ2162 EZ2162.The horizontal coordinates were scaled from a topographic map and have EZ2162.an estimated accuracy of +/- 6 seconds. EZ2162 EZ2162.The orthometric height was determined by differential leveling EZ2162.and adjusted by the National Geodetic Survey in June 1991. EZ2162 EZ2162.The geoid height was determined by GEOID03. EZ2162 EZ2162.The dynamic height is computed by dividing the NAVD 88 EZ2162.geopotential number by the normal gravity value computed on the EZ2162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2162.degrees latitude (g = 980.6199 gals.). EZ2162 EZ2162.The modeled gravity was interpolated from observed gravity values. EZ2162 EZ2162; North East Units Estimated Accuracy EZ2162;SPC NC - 236,520. 627,480. MT (+/- 180 meters Scaled) EZ2162 EZ2162 SUPERSEDED SURVEY CONTROL EZ2162 EZ2162 NGVD 29 (??/??/92) 94.159 (m) 308.92 (f) ADJ UNCH 2 2 EZ2162 EZ2162.Superseded values are not recommended for survey control. EZ2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2162.See file dsdata.txt to determine how the superseded data were derived. EZ2162 EZ2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV984730(NAD 83) EZ2162_MARKER: DD = SURVEY DISK EZ2162_SETTING: 30 = SET IN A LIGHT STRUCTURE EZ2162_SP_SET: CONCRETE HEADWALL EZ2162_STAMPING: WK-60 1976 EZ2162_MAGNETIC: O = OTHER; SEE DESCRIPTION EZ2162_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ2162_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ2162+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2004 EZ2162 EZ2162 HISTORY - Date Condition Report By EZ2162 HISTORY - 1976 MONUMENTED NCGS EZ2162 HISTORY - 20040805 SEE DESCRIPTION NCGS EZ2162 EZ2162 STATION DESCRIPTION EZ2162 EZ2162'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2162'4.2 MI N FROM MORRISVILLE. EZ2162'TO REACH STATION FROM THE K INTERSECTION OF SR 1002, SR 1642 AND SR EZ2162'1644 AT THE RALEIGH-DURHAM AIRPORT, PROCEED WEST ALONG SR 1642 FOR 0.9 EZ2162'MILE TO STATION ON RIGHT IN NORTH HEADWALL OVER CREEK. 29.2 FT. NE OF EZ2162'CENTERLINE OF SR 1642, 127.0 FT. NNW OF CENTERLINE DRIVE NORTH TO W. EZ2162'L. KING RESIDENCE AND 1.3 FT. NW OF EASTERNMOST END OF HEADWALL. DISK EZ2162'IS SET FLUSH IN DRILL HOLE IN CONCRETE HEADWALL. EZ2162 EZ2162 STATION RECOVERY (2004) EZ2162 EZ2162'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 2004 (WLL) EZ2162'STATION WAS NOT FOUND AND IS BELIEVED DESTROYED. HEADWALL HAS BEEN EZ2162'REPLACED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6627 *********************************************************************** EZ6627 DESIGNATION - WOLFPACK EZ6627 PID - EZ6627 EZ6627 STATE/COUNTY- NC/WAKE EZ6627 USGS QUAD - RALEIGH WEST (1988) EZ6627 EZ6627 *CURRENT SURVEY CONTROL EZ6627 ___________________________________________________________________ EZ6627* NAD 83(1986)- 35 47 55.81591(N) 078 43 01.71273(W) ADJUSTED EZ6627* NAVD 88 - 137.0 (meters) 449. (feet) VERTCON EZ6627 ___________________________________________________________________ EZ6627 LAPLACE CORR- -7.00 (seconds) DEFLEC99 EZ6627 GEOID HEIGHT- -32.53 (meters) GEOID03 EZ6627 EZ6627 HORZ ORDER - SECOND EZ6627 EZ6627.The North Carolina HARNS have been completed but, EZ6627.due to contractual restrictions, coordinates for these stations EZ6627.will NOT be published in the near future. In the interim, the EZ6627.published coordinates in North Carolina will not be EZ6627.consistent with the Continuously Operating Reference Stations EZ6627.(CORS). The HARN coordinates for these stations are available EZ6627.upon request. Contact Gary Thompson(919-733-3836). EZ6627. EZ6627.In addition, the published North Carolina positions EZ6627.(NAD 83 (1986)) are NOT consistent with those determined in EZ6627.adjacent state readjustments. The discontinuity between stations EZ6627.located in North Carolina and those in adjacent states EZ6627.which have been adjusted to the HARN may be as much as 5 EZ6627.decimeters. This will result in a significant loss of accuracy EZ6627.over lines crossing such state borders. EZ6627 EZ6627 EZ6627.The horizontal coordinates were established by classical geodetic methods EZ6627.and adjusted by the National Geodetic Survey in December 1992. EZ6627 EZ6627.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6627 EZ6627.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6627 EZ6627.The geoid height was determined by GEOID03. EZ6627 EZ6627; North East Units Scale Factor Converg. EZ6627;SPC NC - 227,318.159 635,167.185 MT 0.99991807 +0 09 47.7 EZ6627;SPC NC - 745,792.99 2,083,877.67 sFT 0.99991807 +0 09 47.7 EZ6627;UTM 17 - 3,964,041.605 706,287.162 MT 1.00012440 +1 20 08.9 EZ6627 EZ6627! - Elev Factor x Scale Factor = Combined Factor EZ6627!SPC NC - 0.99998360 x 0.99991807 = 0.99990167 EZ6627!UTM 17 - 0.99998360 x 1.00012440 = 1.00010800 EZ6627 EZ6627 SUPERSEDED SURVEY CONTROL EZ6627 EZ6627 NGVD 29 (12/28/92) 137.3 (m) 450. (f) VERT ANG EZ6627 EZ6627.Superseded values are not recommended for survey control. EZ6627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6627.See file dsdata.txt to determine how the superseded data were derived. EZ6627 EZ6627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0628764042(NAD 83) EZ6627_MARKER: DE = TRAVERSE STATION DISK EZ6627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6627_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6627_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ6627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6627+STABILITY: SURFACE MOTION EZ6627 EZ6627 HISTORY - Date Condition Report By EZ6627 HISTORY - 1983 MONUMENTED NCGS EZ6627 EZ6627 STATION DESCRIPTION EZ6627 EZ6627'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 (CEH) EZ6627'THE STATION IS LOCATED ABOUT 7.4 KM (4.6 MI) EZ6627'WEST-NORTHWEST OF RALEIGH, ON THE SOUTH SIDE OF CARTER-FINLEY EZ6627'STADIUM. EZ6627' EZ6627'TO REACH THE STATION FROM THE BLUE RIDGE ROAD (SR 1664) OVERPASS OF EZ6627'THE WADE AVENUE EXTENSION, GO SOUTH FOR 0.6 KM (0.4 MI) ON SR 1664 EZ6627'TO TRINITY ROAD (SR 1656), THENCE 0.9 KM (0.55 MI) WEST ALONG EZ6627'TRINITY ROAD TO INTERSECTION WITH YOUTH CENTER DRIVE (SR 1658) ON EZ6627'LEFT AND STATION ON EAST SIDE OF GATE B ENTRANCE TO STADIUM PARKING. EZ6627' EZ6627'THE STATION IS A STANDARD NCGS DISK EZ6627'STAMPED---WOLFPACK 1983---, EZ6627'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6627'25 CM IN DIAMETER RECESSED 20 CM BELOW GROUND. LOCATED EZ6627'10.36 METERS (34.0 FT) NORTH-NORTHEAST FROM THE CENTERLINE OF EZ6627'TRINITY ROAD, EZ6627'1.58 METERS (5.2 FT) SOUTHEAST FROM THE SOUTH END OF EAST CURB OF EZ6627'GATE DRIVE, EZ6627'5.58 METERS (18.3 FT) SOUTH FROM THE EAST METAL GATE POST, EZ6627'8.05 METERS (26.4 FT) WEST-NORTHWEST FROM THE CENTER OF CONCRETE EZ6627'CATCH BASIN. EZ6627' EZ6627'STATION MARK IS LEVEL WITH ROAD. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6628 *********************************************************************** EZ6628 DESIGNATION - WOMBLE EZ6628 PID - EZ6628 EZ6628 STATE/COUNTY- NC/WAKE EZ6628 USGS QUAD - WAKE FOREST (1987) EZ6628 EZ6628 *CURRENT SURVEY CONTROL EZ6628 ___________________________________________________________________ EZ6628* NAD 83(1986)- 35 54 17.01978(N) 078 33 28.17873(W) ADJUSTED EZ6628* NAVD 88 - 74.9 (meters) 246. (feet) VERTCON EZ6628 ___________________________________________________________________ EZ6628 LAPLACE CORR- -7.78 (seconds) DEFLEC99 EZ6628 GEOID HEIGHT- -32.94 (meters) GEOID03 EZ6628 EZ6628 HORZ ORDER - SECOND EZ6628 EZ6628.The North Carolina HARNS have been completed but, EZ6628.due to contractual restrictions, coordinates for these stations EZ6628.will NOT be published in the near future. In the interim, the EZ6628.published coordinates in North Carolina will not be EZ6628.consistent with the Continuously Operating Reference Stations EZ6628.(CORS). The HARN coordinates for these stations are available EZ6628.upon request. Contact Gary Thompson(919-733-3836). EZ6628. EZ6628.In addition, the published North Carolina positions EZ6628.(NAD 83 (1986)) are NOT consistent with those determined in EZ6628.adjacent state readjustments. The discontinuity between stations EZ6628.located in North Carolina and those in adjacent states EZ6628.which have been adjusted to the HARN may be as much as 5 EZ6628.decimeters. This will result in a significant loss of accuracy EZ6628.over lines crossing such state borders. EZ6628 EZ6628 EZ6628.The horizontal coordinates were established by classical geodetic methods EZ6628.and adjusted by the National Geodetic Survey in December 1992. EZ6628 EZ6628.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6628 EZ6628.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6628 EZ6628.The geoid height was determined by GEOID03. EZ6628 EZ6628; North East Units Scale Factor Converg. EZ6628;SPC NC - 239,118.928 649,514.398 MT 0.99993741 +0 15 18.8 EZ6628;SPC NC - 784,509.35 2,130,948.49 sFT 0.99993741 +0 15 18.8 EZ6628;UTM 17 - 3,976,136.928 720,392.661 MT 1.00019856 +1 25 57.9 EZ6628 EZ6628! - Elev Factor x Scale Factor = Combined Factor EZ6628!SPC NC - 0.99999341 x 0.99993741 = 0.99993082 EZ6628!UTM 17 - 0.99999341 x 1.00019856 = 1.00019197 EZ6628 EZ6628 SUPERSEDED SURVEY CONTROL EZ6628 EZ6628 NGVD 29 (12/28/92) 75.2 (m) 247. (f) VERT ANG EZ6628 EZ6628.Superseded values are not recommended for survey control. EZ6628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6628.See file dsdata.txt to determine how the superseded data were derived. EZ6628 EZ6628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2039376137(NAD 83) EZ6628_MARKER: DH = HORIZONTAL CONTROL DISK EZ6628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6628_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6628_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6628+STABILITY: SURFACE MOTION EZ6628 EZ6628 HISTORY - Date Condition Report By EZ6628 HISTORY - 1984 MONUMENTED NCGS EZ6628 EZ6628 STATION DESCRIPTION EZ6628 EZ6628'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6628'THE STATION IS LOCATED ABOUT 9.6 KM (6.0 MI) SOUTH-SOUTHEAST OF EZ6628'WAKE FOREST AND 15.4 KM (9.6 MI) NORTH-NORTHEAST OF RALEIGH. EZ6628' EZ6628'ALONG US 1 FOR 0.55 KM (0.35 MI) SOUTHWEST FROM THE US 1 BRIDGE OVER EZ6628'THE NEUSE RIVER, OR 1.3 KM (0.8 MI) NORTH OF SR 2006 (NEUSE) EZ6628'CROSSROADS, AT THE SOUTHEAST ENTRANCE TO AVERY WOMBLES CITGO EZ6628'STATION. EZ6628' EZ6628'THE STATION IS A STANDARD NCGS DISK STAMPED---WOMBLE 1984---, EZ6628'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6628'25 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EZ6628'15.8 METERS (51.7 FT) NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND EZ6628'LANES, EZ6628'24.6 METERS (80.7 FT) SOUTH OF THE SOUTH CORNER OF A SERVICE EZ6628'STATION, 1.3 METERS (4.3 FT) EAST-SOUTHEAST OF A FENCE, EZ6628'18.3 METERS (59.9 FT) SOUTHWEST OF A MANHOLE COVER IN THE MEDIAN, EZ6628'AND 11.8 METERS (38.8 FT) EAST-SOUTHEAST OF A POWER POLE WITH A EZ6628'TRANSFORMER AND A REFERENCE TAG. EZ6628' EZ6628'MARK IS LEVEL WITH HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ3284 *********************************************************************** EZ3284 DESIGNATION - WOODALL EZ3284 PID - EZ3284 EZ3284 STATE/COUNTY- NC/WAKE EZ3284 USGS QUAD - LAKE WHEELER (1993) EZ3284 EZ3284 *CURRENT SURVEY CONTROL EZ3284 ___________________________________________________________________ EZ3284* NAD 83(1986)- 35 44 54.59178(N) 078 44 17.60544(W) ADJUSTED EZ3284* NAVD 88 - 145.486 (meters) 477.32 (feet) ADJUSTED EZ3284 ___________________________________________________________________ EZ3284 LAPLACE CORR- -6.70 (seconds) DEFLEC99 EZ3284 GEOID HEIGHT- -32.57 (meters) GEOID03 EZ3284 DYNAMIC HT - 145.360 (meters) 476.90 (feet) COMP EZ3284 MODELED GRAV- 979,763.4 (mgal) NAVD 88 EZ3284 EZ3284 HORZ ORDER - SECOND EZ3284 VERT ORDER - FIRST CLASS II EZ3284 EZ3284.The North Carolina HARNS have been completed but, EZ3284.due to contractual restrictions, coordinates for these stations EZ3284.will NOT be published in the near future. In the interim, the EZ3284.published coordinates in North Carolina will not be EZ3284.consistent with the Continuously Operating Reference Stations EZ3284.(CORS). The HARN coordinates for these stations are available EZ3284.upon request. Contact Gary Thompson(919-733-3836). EZ3284. EZ3284.In addition, the published North Carolina positions EZ3284.(NAD 83 (1986)) are NOT consistent with those determined in EZ3284.adjacent state readjustments. The discontinuity between stations EZ3284.located in North Carolina and those in adjacent states EZ3284.which have been adjusted to the HARN may be as much as 5 EZ3284.decimeters. This will result in a significant loss of accuracy EZ3284.over lines crossing such state borders. EZ3284 EZ3284 EZ3284.The horizontal coordinates were established by classical geodetic methods EZ3284.and adjusted by the National Geodetic Survey in July 1986. EZ3284 EZ3284.The orthometric height was determined by differential leveling EZ3284.and adjusted by the National Geodetic Survey in June 1991. EZ3284 EZ3284.The Laplace correction was computed from DEFLEC99 derived deflections. EZ3284 EZ3284.The geoid height was determined by GEOID03. EZ3284 EZ3284.The dynamic height is computed by dividing the NAVD 88 EZ3284.geopotential number by the normal gravity value computed on the EZ3284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ3284.degrees latitude (g = 980.6199 gals.). EZ3284 EZ3284.The modeled gravity was interpolated from observed gravity values. EZ3284 EZ3284; North East Units Scale Factor Converg. EZ3284;SPC NC - 221,727.962 633,276.492 MT 0.99991008 +0 09 03.9 EZ3284;SPC NC - 727,452.49 2,077,674.62 sFT 0.99991008 +0 09 03.9 EZ3284;UTM 17 - 3,958,412.759 704,510.806 MT 1.00011541 +1 19 18.7 EZ3284 EZ3284! - Elev Factor x Scale Factor = Combined Factor EZ3284!SPC NC - 0.99998228 x 0.99991008 = 0.99989236 EZ3284!UTM 17 - 0.99998228 x 1.00011541 = 1.00009769 EZ3284 EZ3284: Primary Azimuth Mark Grid Az EZ3284:SPC NC - WHITE 321 27 09.9 EZ3284:UTM 17 - WHITE 320 16 55.1 EZ3284 EZ3284|---------------------------------------------------------------------| EZ3284| PID Reference Object Distance Geod. Az | EZ3284| dddmmss.s | EZ3284| EZ3293 SWIFT CREEK AZ MK 334.501 METERS 16548 | EZ3284| EZ5162 WHITE 424.460 METERS 3213613.8 | EZ3284|---------------------------------------------------------------------| EZ3284 EZ3284 SUPERSEDED SURVEY CONTROL EZ3284 EZ3284 NAD 27 - 35 44 54.04319(N) 078 44 18.58592(W) AD( ) 2 EZ3284 NGVD 29 (07/19/86) 145.8 (m) 478. (f) VERT ANG EZ3284 EZ3284.Superseded values are not recommended for survey control. EZ3284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ3284.See file dsdata.txt to determine how the superseded data were derived. EZ3284 EZ3284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0451158413(NAD 83) EZ3284_MARKER: DE = TRAVERSE STATION DISK EZ3284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ3284_SP_SET: CONCRETE POST EZ3284_STAMPING: WOODALL 1965 EZ3284_MARK LOGO: NCGS EZ3284_MAGNETIC: N = NO MAGNETIC MATERIAL EZ3284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ3284+STABILITY: SURFACE MOTION EZ3284 EZ3284 HISTORY - Date Condition Report By EZ3284 HISTORY - 1965 MONUMENTED NCGS EZ3284 HISTORY - 1984 GOOD NCGS EZ3284 HISTORY - 1985 GOOD NCGS EZ3284 HISTORY - 1987 GOOD USPSQD EZ3284 EZ3284 STATION DESCRIPTION EZ3284 EZ3284'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ3284'WOODALL IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ3284'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ3284' EZ3284'WOODALL IS 5.9 MILES SW OF RALEIGH AND 3.6 MILES SE OF EZ3284'CARY. LOCATED 0.25 MILES NW ALONG SR 1313 FROM SR 1009 IN EZ3284'MACEDONIA. 1.2 MILES SE OF BRIDGE OVER U.S. 1 ON SR 1313. 0.1 EZ3284'MILE NW OF Y INTERSECTION OF SR 1319 AND SR 1313. ON W SIDE EZ3284'OF SR 1313. IN NE CORNER OF YARD OF A BRICK HOUSE. AND 4 FT EZ3284'W OF BRICK WALL. EZ3284' EZ3284'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ3284'WOODALL 1965, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ3284'OF WHICH IS 2 INCHES BELOW THE SURFACE OF THE GROUND. EZ3284' EZ3284'MARK IS EZ3284' EZ3284'29.9 FT W OF C/L OF SR 1313 EZ3284' EZ3284'3.5 FT N OF 3-1/2 FT BRICK WALL EZ3284' EZ3284'60.9 FT E OF S END OF BRICK HOUSE EZ3284' EZ3284'15.9 FT N OF C/L OF DRIVEWAY EZ3284' EZ3284'74.8 FT N OF PP WITH ALUMINUM REF. TAG EZ3284' EZ3284'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. EZ3284 EZ3284 STATION RECOVERY (1984) EZ3284 EZ3284'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ3284'THE STATION WAS RECOVERED AT THIS DATE. EZ3284'STATION IS IN GOOD CONDITION AS DESCRIBED. EZ3284' EZ3284'STATION LOCATED ABOUT 5.8 KM (3.6 MI) SOUTHEAST OF CARY. EZ3284' EZ3284'1.7 KM (1.05 MI) SOUTHEAST ALONG CARY MACEDONIA ROAD (SR 1313) FROM EZ3284'US 1-64 OVERPASS OR 0.3 KM (0.2 MI) NORTHWEST ALONG SR 1313 FROM SR EZ3284'1009 IN MACEDONIA, IN NORTHEAST CORNER OF YARD OF BRICK HOUSE, EZ3284'NORTH OF 4 FOOT BRICK WALL. EZ3284' EZ3284'THE STATION IS A STANDARD NSGS DISK STAMPED---WOODALL 1965---, EZ3284'SET INTO A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER, EZ3284'RECESSED 5 CM BELOW GROUND. LOCATED EZ3284'9.1 METERS (29.9 FT) WEST OF CENTERLINE OF ROAD, EZ3284'1.1 METERS (3.5 FT) NORTH OF BRICKWALL, EZ3284'4.8 METERS (15.9 FT) NORTH OF CENTERLINE OF DRIVEWAY AND EZ3284'9.3 METERS (30.6 FT) NORTH-NORTHWEST OF POWER POLE WITH TRANSFORMER EZ3284'AND REFERENCE TAG. EZ3284' EZ3284'NCGS EZ3284 EZ3284 STATION RECOVERY (1985) EZ3284 EZ3284'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 EZ3284'5.8 KM (3.6 MI) SE FROM CARY. EZ3284'STATION LOCATED ABOUT 5.8 KM (3.6 MI) SOUTHEAST OF CARY. 1.7 KM EZ3284'(1.05 MI) SOUTHEAST ALONG CARY MACEDONIA ROAD (SR 1313) FROM US 1-64 EZ3284'OVERPASS OR 0.3 KM (0.2 MI) NORTHWEST ALONG SR 1313 FROM SR 1009 IN EZ3284'MACEDONIA, IN NORTHEAST CORNER OF YARD OF BRICK HOUSE, NORTH OF 4 EZ3284'FOOT BRICK WALL. THE STATION IS A STANDARD NSGS DISK EZ3284'STAMPED---WOODALL 1965---, SET INTO A ROUND CONCRETE MONUMENT 25 CM EZ3284'IN DIAMETER, RECESSED 5 CM BELOW GROUND. LOCATED 9.1 METERS (29.9 EZ3284'FT) WEST OF CENTERLINE OF ROAD, 1.1 METERS (3.5 FT) NORTH OF EZ3284'BRICKWALL, 4.8 METERS (15.9 FT) NORTH OF CENTERLINE OF DRIVEWAY AND EZ3284'9.3 METERS (30.6 FT) NORTH-NORTHWEST OF POWER POLE WITH TRANSFORMER EZ3284'AND REFERENCE TAG. MARK IS 1 METER (3.0 FT) ABOVE THE ROAD. EZ3284 EZ3284 STATION RECOVERY (1987) EZ3284 EZ3284'RECOVERY NOTE BY US POWER SQUADRON 1987 (FBB) EZ3284'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2396 *********************************************************************** EZ2396 DESIGNATION - WOODED EZ2396 PID - EZ2396 EZ2396 STATE/COUNTY- NC/WAKE EZ2396 USGS QUAD - BUNN WEST (1973) EZ2396 EZ2396 *CURRENT SURVEY CONTROL EZ2396 ___________________________________________________________________ EZ2396* NAD 83(1986)- 35 53 11.56165(N) 078 22 06.19826(W) ADJUSTED EZ2396* NAVD 88 - 96.596 (meters) 316.92 (feet) ADJUSTED EZ2396 ___________________________________________________________________ EZ2396 LAPLACE CORR- -5.71 (seconds) DEFLEC99 EZ2396 GEOID HEIGHT- -33.75 (meters) GEOID03 EZ2396 DYNAMIC HT - 96.512 (meters) 316.64 (feet) COMP EZ2396 MODELED GRAV- 979,757.5 (mgal) NAVD 88 EZ2396 EZ2396 HORZ ORDER - SECOND EZ2396 VERT ORDER - SECOND CLASS II EZ2396 EZ2396.The North Carolina HARNS have been completed but, EZ2396.due to contractual restrictions, coordinates for these stations EZ2396.will NOT be published in the near future. In the interim, the EZ2396.published coordinates in North Carolina will not be EZ2396.consistent with the Continuously Operating Reference Stations EZ2396.(CORS). The HARN coordinates for these stations are available EZ2396.upon request. Contact Gary Thompson(919-733-3836). EZ2396. EZ2396.In addition, the published North Carolina positions EZ2396.(NAD 83 (1986)) are NOT consistent with those determined in EZ2396.adjacent state readjustments. The discontinuity between stations EZ2396.located in North Carolina and those in adjacent states EZ2396.which have been adjusted to the HARN may be as much as 5 EZ2396.decimeters. This will result in a significant loss of accuracy EZ2396.over lines crossing such state borders. EZ2396 EZ2396 EZ2396.The horizontal coordinates were established by classical geodetic methods EZ2396.and adjusted by the National Geodetic Survey in July 1986. EZ2396 EZ2396.The orthometric height was determined by differential leveling EZ2396.and adjusted by the National Geodetic Survey in June 1991. EZ2396 EZ2396.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2396 EZ2396.The geoid height was determined by GEOID03. EZ2396 EZ2396.The dynamic height is computed by dividing the NAVD 88 EZ2396.geopotential number by the normal gravity value computed on the EZ2396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2396.degrees latitude (g = 980.6199 gals.). EZ2396 EZ2396.The modeled gravity was interpolated from observed gravity values. EZ2396 EZ2396; North East Units Scale Factor Converg. EZ2396;SPC NC - 237,194.070 666,626.952 MT 0.99993385 +0 21 52.4 EZ2396;SPC NC - 778,194.21 2,187,091.93 sFT 0.99993385 +0 21 52.4 EZ2396;UTM 17 - 3,974,563.849 737,546.504 MT 1.00029537 +1 32 36.0 EZ2396 EZ2396! - Elev Factor x Scale Factor = Combined Factor EZ2396!SPC NC - 0.99999014 x 0.99993385 = 0.99992399 EZ2396!UTM 17 - 0.99999014 x 1.00029537 = 1.00028550 EZ2396 EZ2396 SUPERSEDED SURVEY CONTROL EZ2396 EZ2396 NAD 27 - 35 53 11.00708(N) 078 22 07.20337(W) AD( ) 2 EZ2396 NGVD 29 (??/??/92) 96.878 (m) 317.84 (f) ADJ UNCH 2 2 EZ2396 EZ2396.Superseded values are not recommended for survey control. EZ2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2396.See file dsdata.txt to determine how the superseded data were derived. EZ2396 EZ2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3754774564(NAD 83) EZ2396_MARKER: DE = TRAVERSE STATION DISK EZ2396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2396_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2396_STAMPING: WOODED 1976 EZ2396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2396+STABILITY: SURFACE MOTION EZ2396_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ2396+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2004 EZ2396 EZ2396 HISTORY - Date Condition Report By EZ2396 HISTORY - 1976 MONUMENTED NCGS EZ2396 HISTORY - 1976 GOOD NCGS EZ2396 HISTORY - 20041130 GOOD USPSQD EZ2396 EZ2396 STATION DESCRIPTION EZ2396 EZ2396'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1976 (ACD) EZ2396'WOODED IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2396'IN THE VICINITY OF ZEBULON, NORTH CAROLINA. EZ2396' EZ2396'WOODED IS LOCATED APPROXIMATELY 5.3 MILES NORTHWEST OF ZEBULON EZ2396'AND 5.6 MILES ESE OF ROLESVILLE. TO REACH STATION FROM EZ2396'INTERSECTION OF NC 96 WITH U.S. 401 2.7 MILES NORTHEAST OF EZ2396'ROLESVILLE, PROCEED SOUTHEAST ALONG NC 96 FOR 5.6 MILES TO EZ2396'STATION ON RIGHT, ON TOP OF A 20 FOOT CUT AT A GROVE OF PINES EZ2396'AND 0.2 MILE SOUTH OF T INTERSECTION WITH SR 2315 (W). EZ2396' EZ2396'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2396'WOODED 1976, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2396'WHICH IS PROJECTING 2 INCHES ABOVE THE SURFACE OF THE GROUND. EZ2396' EZ2396'MARK IS 42.6 FT W OF C/L OF NC 96 EZ2396' EZ2396'7.6 FT ESE OF 8 INCH PINE WITH ALUMINUM REF. TAG EZ2396' EZ2396'5.3 FT NE OF 8 INCH PINE WITH ALUMINUM REF. TAG EZ2396' EZ2396'95.1 FT NNE OF 10 INCH OAK WITH ALUMINUM REF. TAG EZ2396' EZ2396'45.8 FT NE OF 3 INCH CEDAR EZ2396 EZ2396 STATION RECOVERY (1976) EZ2396 EZ2396'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2396'5.3 MI NW FROM ZEBULON. EZ2396'TO REACH STATION FROM INTERSECTION OF NC 96 WITH US 401 NORTHEAST OF EZ2396'ROLESVILLE, PROCEED SOUTHEAST ALONG NC 96 FOR 5.6 MILES TO STATION ON EZ2396'RIGHT, ON TOP OF A 20 FOOT CUT AT A GROVE OF PINES, 0.2 MILE SOUTH OF EZ2396'T INTERSECTION WITH SR 2315 (W). 42.6 FT. W OF CENTERLINE OF NC 96, EZ2396'7.6 FT. ESE OF 8 INCH PINE WITH ALUMINUM REF. TAG, 5.3 FT. NE OF 8 EZ2396'INCH PINE WITH ALUMINUM REF. TAG, 95.1 FT. NNE OF 10 INCH OAK WITH EZ2396'ALUMINUM REF. TAG AND 45.8 FT. NE OF 3 INCH CEDAR. DISK IS SET IN EZ2396'CONCRETE CYLINDER, 2 INCHES ABOVE THE SURFACE OF THE GROUND. EZ2396 EZ2396 STATION RECOVERY (2004) EZ2396 EZ2396'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ2396'RECOVERED AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1048 *********************************************************************** EZ1048 DESIGNATION - WOODS EZ1048 PID - EZ1048 EZ1048 STATE/COUNTY- NC/WAKE EZ1048 USGS QUAD - APEX (1993) EZ1048 EZ1048 *CURRENT SURVEY CONTROL EZ1048 ___________________________________________________________________ EZ1048* NAD 83(1986)- 35 37 52.66981(N) 078 49 34.06160(W) ADJUSTED EZ1048* NAVD 88 - 135.868 (meters) 445.76 (feet) ADJUSTED EZ1048 ___________________________________________________________________ EZ1048 LAPLACE CORR- -5.31 (seconds) DEFLEC99 EZ1048 GEOID HEIGHT- -32.52 (meters) GEOID03 EZ1048 DYNAMIC HT - 135.749 (meters) 445.37 (feet) COMP EZ1048 MODELED GRAV- 979,750.4 (mgal) NAVD 88 EZ1048 EZ1048 HORZ ORDER - SECOND EZ1048 VERT ORDER - SECOND CLASS 0 EZ1048 EZ1048.The North Carolina HARNS have been completed but, EZ1048.due to contractual restrictions, coordinates for these stations EZ1048.will NOT be published in the near future. In the interim, the EZ1048.published coordinates in North Carolina will not be EZ1048.consistent with the Continuously Operating Reference Stations EZ1048.(CORS). The HARN coordinates for these stations are available EZ1048.upon request. Contact Gary Thompson(919-733-3836). EZ1048. EZ1048.In addition, the published North Carolina positions EZ1048.(NAD 83 (1986)) are NOT consistent with those determined in EZ1048.adjacent state readjustments. The discontinuity between stations EZ1048.located in North Carolina and those in adjacent states EZ1048.which have been adjusted to the HARN may be as much as 5 EZ1048.decimeters. This will result in a significant loss of accuracy EZ1048.over lines crossing such state borders. EZ1048 EZ1048 EZ1048.The horizontal coordinates were established by classical geodetic methods EZ1048.and adjusted by the National Geodetic Survey in July 1986. EZ1048 EZ1048.The orthometric height was determined by differential leveling EZ1048.and adjusted by the National Geodetic Survey in June 1991. EZ1048 EZ1048.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1048 EZ1048.The geoid height was determined by GEOID03. EZ1048 EZ1048.The dynamic height is computed by dividing the NAVD 88 EZ1048.geopotential number by the normal gravity value computed on the EZ1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1048.degrees latitude (g = 980.6199 gals.). EZ1048 EZ1048.The modeled gravity was interpolated from observed gravity values. EZ1048 EZ1048; North East Units Scale Factor Converg. EZ1048;SPC NC - 208,708.030 625,349.118 MT 0.99989447 +0 06 01.3 EZ1048;SPC NC - 684,736.26 2,051,666.23 sFT 0.99989447 +0 06 01.3 EZ1048;UTM 17 - 3,945,231.297 696,849.125 MT 1.00007753 +1 16 00.6 EZ1048 EZ1048! - Elev Factor x Scale Factor = Combined Factor EZ1048!SPC NC - 0.99998378 x 0.99989447 = 0.99987825 EZ1048!UTM 17 - 0.99998378 x 1.00007753 = 1.00006131 EZ1048 EZ1048: Primary Azimuth Mark Grid Az EZ1048:SPC NC - POND 327 52 56.6 EZ1048:UTM 17 - POND 326 42 57.3 EZ1048 EZ1048|---------------------------------------------------------------------| EZ1048| PID Reference Object Distance Geod. Az | EZ1048| dddmmss.s | EZ1048| EZ1049 POND APPROX. 0.9 KM 3275857.9 | EZ1048|---------------------------------------------------------------------| EZ1048 EZ1048 SUPERSEDED SURVEY CONTROL EZ1048 EZ1048 NAD 27 - 35 37 52.11618(N) 078 49 35.02306(W) AD( ) 2 EZ1048 NGVD 29 (??/??/92) 136.129 (m) 446.62 (f) ADJ UNCH 2 0 EZ1048 EZ1048.Superseded values are not recommended for survey control. EZ1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1048.See file dsdata.txt to determine how the superseded data were derived. EZ1048 EZ1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9684945231(NAD 83) EZ1048_MARKER: N = NAIL EZ1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1048_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1048+STABILITY: SURFACE MOTION EZ1048 EZ1048 HISTORY - Date Condition Report By EZ1048 HISTORY - 1967 MONUMENTED NCGS EZ1048 HISTORY - 1973 GOOD NCGS EZ1048 HISTORY - 1979 MARK NOT FOUND LOCSUR EZ1048 HISTORY - 20040611 MARK NOT FOUND USPSQD EZ1048 EZ1048 STATION DESCRIPTION EZ1048 EZ1048'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1048'WOODS IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN EZ1048'THE VICINITY OF APEX, NORTH CAROLINA. EZ1048' EZ1048'WOODS IS LOCATED APPROXIMATELY 1.6 MILES SOUTHEAST OF HOLLY EZ1048'SPRINGS. TO REACH STATION PROCEED FROM THE INTERSECTION OF EZ1048'CENTER ST. WITH MAIN ST. (NC 55) IN HOLLY SPRINGS, GO SOUTH ON NC EZ1048'55 FOR 1.5 MILES TO STATION. WHICH IS ON THE WEST BANK OF NC EZ1048'55 AT EAST SIDE OF SMALL PATCH OF WOODS SOUTH OF FARM ROAD, EZ1048'0.35 MILES NORTH OF INTERSECTION OF SR 1396 AND 0.55 MILES EZ1048'SOUTH OF INTERSECTION OF SR 1114 WITH NC 55. EZ1048' EZ1048'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1048'WOODS 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1048'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ1048' EZ1048'MARK IS EZ1048' EZ1048'23.3 FT WSW OF C/L OF NC 55 EZ1048' EZ1048'19.7 FT ENE OF 3 INCH PINE WITH ALUMINUM REF. TAG ON W SIDE OF NC EZ1048'55 EZ1048' EZ1048'54.3 FT ESE OF 8 INCH SWEET GUM TREE WITH ALUMINUM REF. TAG EZ1048'AT N SIDE OF WOODS EZ1048' EZ1048'35.8 FT NE OF 6 INCH DOGWOOD TREE WITH ALUMINUM REF. TAG AT EZ1048'W SIDE OF FARM ROAD IN WOODS EZ1048' EZ1048'23.0 FT SSE OF C/L OF FARM ROAD EZ1048' EZ1048'61.2 FT NW OF N END OF CULVERT ON W SIDE OF NC 55 EZ1048 EZ1048 STATION RECOVERY (1973) EZ1048 EZ1048'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1048'1.5 MI S FROM HOLLY SPRINGS. EZ1048'STATION IS FORMER NCGS WOODS 1967 DISK HAS BEEN REMOVED. TO EZ1048'REACH STATION FROM INTERSECTION OF NC 55 (MAIN STREET AND CENTER EZ1048'STREET IN HOLLY SPRINGS, PROCEED SOUTH ALONG NC 55 FOR 1.5 MILES EZ1048'TO STATION ON RIGHT AT EAST SIDE OF SMALL WOOD AREA, 0.15 MILES EZ1048'SOUTH OF INTERSECTION WITH SR 1114, 23.3 FT WSW OF C/L OF NC 55, EZ1048'23.0 FT SSE OF C/L OF FARM ROAD, 119.8 FT NW OF N END OF CULVERT EZ1048'UNDER DRIVEWAY PARALLELING FENCE, 19.7 FT ENE OF 3 IN PINE EZ1048'W/ALUMINUM REF. TAG, 35.8 FT NE OF 6 IN DOGWOOD W/ALUMINUM REF. EZ1048'TAG, AND 54.3 FT ESE OF 8 IN SWEET GUM W/ALUMINUM REF. TAG. EZ1048'STATION IS PK NAIL IMBEDDED IN A CONCRETE CYLINDER FLUSH WITH THE EZ1048'SURFACE OF THE GROUND. EZ1048 EZ1048 STATION RECOVERY (1979) EZ1048 EZ1048'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979 (ARB) EZ1048'THE STATION WAS REPORTED NOT FOUND. EZ1048 EZ1048 STATION RECOVERY (2004) EZ1048 EZ1048'RECOVERY NOTE BY US POWER SQUADRON 2004 (KEN) EZ1048'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 AE7332 *********************************************************************** AE7332 DESIGNATION - WOODSLAND AE7332 PID - AE7332 AE7332 STATE/COUNTY- NC/WAKE AE7332 USGS QUAD - BAYLEAF (1987) AE7332 AE7332 *CURRENT SURVEY CONTROL AE7332 ___________________________________________________________________ AE7332* NAD 83(1986)- 35 53 29.09622(N) 078 42 34.15736(W) ADJUSTED AE7332* NAVD 88 - 136.4 (meters) 448. (feet) VERTCON AE7332 ___________________________________________________________________ AE7332 LAPLACE CORR- -7.47 (seconds) DEFLEC99 AE7332 GEOID HEIGHT- -32.33 (meters) GEOID03 AE7332 AE7332 HORZ ORDER - SECOND AE7332 AE7332.The North Carolina HARNS have been completed but, AE7332.due to contractual restrictions, coordinates for these stations AE7332.will NOT be published in the near future. In the interim, the AE7332.published coordinates in North Carolina will not be AE7332.consistent with the Continuously Operating Reference Stations AE7332.(CORS). The HARN coordinates for these stations are available AE7332.upon request. Contact Gary Thompson(919-733-3836). AE7332. AE7332.In addition, the published North Carolina positions AE7332.(NAD 83 (1986)) are NOT consistent with those determined in AE7332.adjacent state readjustments. The discontinuity between stations AE7332.located in North Carolina and those in adjacent states AE7332.which have been adjusted to the HARN may be as much as 5 AE7332.decimeters. This will result in a significant loss of accuracy AE7332.over lines crossing such state borders. AE7332 AE7332 AE7332.The horizontal coordinates were established by classical geodetic methods AE7332.and adjusted by the National Geodetic Survey in March 1998. AE7332 AE7332.The NAVD 88 height was computed by applying the VERTCON shift value to AE7332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) AE7332 AE7332.The Laplace correction was computed from DEFLEC99 derived deflections. AE7332 AE7332.The geoid height was determined by GEOID03. AE7332 AE7332; North East Units Scale Factor Converg. AE7332;SPC NC - 237,591.437 635,828.952 MT 0.99993479 +0 10 03.6 AE7332;SPC NC - 779,497.91 2,086,048.82 sFT 0.99993479 +0 10 03.6 AE7332;UTM 17 - 3,974,328.336 706,738.379 MT 1.00012669 +1 20 35.8 AE7332 AE7332! - Elev Factor x Scale Factor = Combined Factor AE7332!SPC NC - 0.99998366 x 0.99993479 = 0.99991845 AE7332!UTM 17 - 0.99998366 x 1.00012669 = 1.00011035 AE7332 AE7332 SUPERSEDED SURVEY CONTROL AE7332 AE7332 NGVD 29 (03/10/98) 136.7 (m) 448. (f) VERT ANG AE7332 AE7332.Superseded values are not recommended for survey control. AE7332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE7332.See file dsdata.txt to determine how the superseded data were derived. AE7332 AE7332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0673874328(NAD 83) AE7332_MARKER: DH = HORIZONTAL CONTROL DISK AE7332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AE7332_STAMPING: WOODSLAND 1986 AE7332_MARK LOGO: NCGS AE7332_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT AE7332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE7332+STABILITY: SURFACE MOTION AE7332 AE7332 HISTORY - Date Condition Report By AE7332 HISTORY - 1986 MONUMENTED NCGS AE7332 AE7332 STATION DESCRIPTION AE7332 AE7332'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1986 (EWB) AE7332'STATION IS LOCATED ABOUT 14.0 KM (8.70 MI) NORTH-NORTHWEST OF CAPITOL AE7332'SQUARE (IN RALEIGH) AND 2.3 KM (1.40 MI) SOUTHEAST OF LEESVILLE AE7332'COMMUNITY. PROCEED ALONG SR 1822 (LEESVILLE ROAD) FOR 2.6 KM (1.60 MI) AE7332'SOUTH FROM THE T-JUNCTION OF LEESVILLE AND STRICKLAND ROADS TO AE7332'KINGSLAND DRIVE, THENCE 0.2 KM (0.10 MI) EAST TO A FORK IN KINGSLAND AE7332'DRIVE, THENCE NORTHWEST FOR 0.2 KM (0.10 MI) TO A TRANSMISSION LINE AE7332'CROSSING AND THE STATION, ON THE LEFT, ON THE WEST PROLONGATION OF AE7332'TWIN POLES. MARK IS FLUSH WITH GROUND AND 3 FEET (0.9 M) HIGHER THAN AE7332'THE ROAD. LOCATED 50.3 M (165.0 FT) NORTH-NORTHWEST OF THE CENTERLINE AE7332'OF KINGSLAND DRIVE, 38.6 M (126.6 FT) NORTHWEST OF THE EAST MOST WATER AE7332'METER ON THE NORTH BANK OF THE DRIVE--AND 2.0 M (6.6 FT) AE7332'WEST-SOUTHWEST OF THE WEST MOST TRANSMISSION POLE (591), 15.6 M (51.2 AE7332'FT) NORTH-NORTHEAST OF A 10-INCH OAK, 16.2 M (53.1 FT) NORTHEAST OF A AE7332'12-INCH POPLAR, AND 27.3 M (89.6 FT) SOUTHEAST OF AN 8-INCH OAK--ALL AE7332'FOUR WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6629 *********************************************************************** EZ6629 DESIGNATION - WOODWIND EZ6629 PID - EZ6629 EZ6629 STATE/COUNTY- NC/WAKE EZ6629 USGS QUAD - BAYLEAF (1987) EZ6629 EZ6629 *CURRENT SURVEY CONTROL EZ6629 ___________________________________________________________________ EZ6629* NAD 83(1986)- 35 53 47.32440(N) 078 38 59.57330(W) ADJUSTED EZ6629* NAVD 88 - 142.339 (meters) 466.99 (feet) ADJUSTED EZ6629 ___________________________________________________________________ EZ6629 LAPLACE CORR- -6.94 (seconds) DEFLEC99 EZ6629 GEOID HEIGHT- -32.56 (meters) GEOID03 EZ6629 DYNAMIC HT - 142.218 (meters) 466.59 (feet) COMP EZ6629 MODELED GRAV- 979,782.1 (mgal) NAVD 88 EZ6629 EZ6629 HORZ ORDER - SECOND EZ6629 VERT ORDER - SECOND CLASS II EZ6629 EZ6629.The North Carolina HARNS have been completed but, EZ6629.due to contractual restrictions, coordinates for these stations EZ6629.will NOT be published in the near future. In the interim, the EZ6629.published coordinates in North Carolina will not be EZ6629.consistent with the Continuously Operating Reference Stations EZ6629.(CORS). The HARN coordinates for these stations are available EZ6629.upon request. Contact Gary Thompson(919-733-3836). EZ6629. EZ6629.In addition, the published North Carolina positions EZ6629.(NAD 83 (1986)) are NOT consistent with those determined in EZ6629.adjacent state readjustments. The discontinuity between stations EZ6629.located in North Carolina and those in adjacent states EZ6629.which have been adjusted to the HARN may be as much as 5 EZ6629.decimeters. This will result in a significant loss of accuracy EZ6629.over lines crossing such state borders. EZ6629 EZ6629 EZ6629.The horizontal coordinates were established by classical geodetic methods EZ6629.and adjusted by the National Geodetic Survey in December 1992. EZ6629 EZ6629.The orthometric height was determined by differential leveling EZ6629.and adjusted by the National Geodetic Survey in September 1998. EZ6629 EZ6629.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6629 EZ6629.The geoid height was determined by GEOID03. EZ6629 EZ6629.The dynamic height is computed by dividing the NAVD 88 EZ6629.geopotential number by the normal gravity value computed on the EZ6629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6629.degrees latitude (g = 980.6199 gals.). EZ6629 EZ6629.The modeled gravity was interpolated from observed gravity values. EZ6629 EZ6629; North East Units Scale Factor Converg. EZ6629;SPC NC - 238,170.579 641,208.308 MT 0.99993578 +0 12 07.5 EZ6629;SPC NC - 781,397.97 2,103,697.59 sFT 0.99993578 +0 12 07.5 EZ6629;UTM 17 - 3,975,017.901 712,105.817 MT 1.00015439 +1 22 42.4 EZ6629 EZ6629! - Elev Factor x Scale Factor = Combined Factor EZ6629!SPC NC - 0.99998277 x 0.99993578 = 0.99991855 EZ6629!UTM 17 - 0.99998277 x 1.00015439 = 1.00013716 EZ6629 EZ6629 SUPERSEDED SURVEY CONTROL EZ6629 EZ6629 NGVD 29 (12/28/92) 142.62 (m) 467.9 (f) LEVELING 3 EZ6629 EZ6629.Superseded values are not recommended for survey control. EZ6629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6629.See file dsdata.txt to determine how the superseded data were derived. EZ6629 EZ6629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1210675018(NAD 83) EZ6629_MARKER: DH = HORIZONTAL CONTROL DISK EZ6629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6629_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6629_STAMPING: WOODWIND 1985 EZ6629_MARK LOGO: NCGS EZ6629_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6629+STABILITY: SURFACE MOTION EZ6629 EZ6629 HISTORY - Date Condition Report By EZ6629 HISTORY - 1985 MONUMENTED NCGS EZ6629 HISTORY - 1987 GOOD USPSQD EZ6629 HISTORY - 19870101 GOOD NCGS EZ6629 EZ6629 STATION DESCRIPTION EZ6629 EZ6629'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ6629'THE STATION IS LOCATED IN NORTH RALEIGH. EZ6629' EZ6629'ALONG SIX FORKS ROAD, 0.6 KM (0.35 MI) SOUTH FROM THE CROSSROADS (AT EZ6629'SIX FORKS), OR 0.2 KM (0.1 MI) SOUTH FROM THE T-INTERSECTION WITH EZ6629'LEADMINE ROAD, NORTHEAST OF AND ACROSS THE ROAD FROM A LARGE WATER EZ6629'TANK. EZ6629' EZ6629'THE STATION IS A STANDARD NCGS DISK STAMPED---WOODWIND 1985---, EZ6629'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6629'25 CM IN DIAMETER RECESSED 2 CM BELOW GROUND. LOCATED EZ6629'9.8 METERS (32.0 FT) EAST OF THE CENTERLINE OF THE ROAD, EZ6629'0.9 METERS (3.1 FT) WEST OF A CHAIN LINK FENCE, EZ6629'51.3 METERS (168.3 FT) NORTH-NORTHEAST OF AND ACROSS THE ROAD FROM EZ6629'FIRE HYDRANT, EZ6629'65.1 METERS (213.6 FT) SOUTH OF THE SOUTH END OF A CULVERT UNDER THE EZ6629'DRIVEWAY TO THE CALDWELLS RESIDENCE, AND EZ6629'3.4 METERS (11.3 FT) SOUTH OF A POWER POLE WITH A REFERENCE TAG. EZ6629' EZ6629'MARK IS 5 FT ABOVE THE LEVEL OF THE HIGHWAY. EZ6629 EZ6629 STATION RECOVERY (1987) EZ6629 EZ6629'RECOVERY NOTE BY US POWER SQUADRON 1987 (FBB) EZ6629'RECOVERED IN GOOD CONDITION. EZ6629 EZ6629 STATION RECOVERY (1987) EZ6629 EZ6629'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ6629'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5716 *********************************************************************** EZ5716 DESIGNATION - WOOTTON EZ5716 PID - EZ5716 EZ5716 STATE/COUNTY- NC/WAKE EZ5716 USGS QUAD - ZEBULON (1981) EZ5716 EZ5716 *CURRENT SURVEY CONTROL EZ5716 ___________________________________________________________________ EZ5716* NAD 83(1986)- 35 45 59.69235(N) 078 21 11.60353(W) ADJUSTED EZ5716* NAVD 88 - 92.2 (meters) 302. (feet) VERTCON EZ5716 ___________________________________________________________________ EZ5716 LAPLACE CORR- -3.90 (seconds) DEFLEC99 EZ5716 GEOID HEIGHT- -34.03 (meters) GEOID03 EZ5716 EZ5716 HORZ ORDER - SECOND EZ5716 EZ5716.The North Carolina HARNS have been completed but, EZ5716.due to contractual restrictions, coordinates for these stations EZ5716.will NOT be published in the near future. In the interim, the EZ5716.published coordinates in North Carolina will not be EZ5716.consistent with the Continuously Operating Reference Stations EZ5716.(CORS). The HARN coordinates for these stations are available EZ5716.upon request. Contact Gary Thompson(919-733-3836). EZ5716. EZ5716.In addition, the published North Carolina positions EZ5716.(NAD 83 (1986)) are NOT consistent with those determined in EZ5716.adjacent state readjustments. The discontinuity between stations EZ5716.located in North Carolina and those in adjacent states EZ5716.which have been adjusted to the HARN may be as much as 5 EZ5716.decimeters. This will result in a significant loss of accuracy EZ5716.over lines crossing such state borders. EZ5716 EZ5716 EZ5716.The horizontal coordinates were established by classical geodetic methods EZ5716.and adjusted by the National Geodetic Survey in January 1990. EZ5716 EZ5716.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5716 EZ5716.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5716 EZ5716.The geoid height was determined by GEOID03. EZ5716 EZ5716; North East Units Scale Factor Converg. EZ5716;SPC NC - 223,893.528 668,082.855 MT 0.99991286 +0 22 23.9 EZ5716;SPC NC - 734,557.35 2,191,868.50 sFT 0.99991286 +0 22 23.9 EZ5716;UTM 17 - 3,961,290.998 739,275.871 MT 1.00030556 +1 32 51.8 EZ5716 EZ5716! - Elev Factor x Scale Factor = Combined Factor EZ5716!SPC NC - 0.99999088 x 0.99991286 = 0.99990374 EZ5716!UTM 17 - 0.99999088 x 1.00030556 = 1.00029643 EZ5716 EZ5716: Primary Azimuth Mark Grid Az EZ5716:SPC NC - STORE 154 31 11.9 EZ5716:UTM 17 - STORE 153 20 44.0 EZ5716 EZ5716|---------------------------------------------------------------------| EZ5716| PID Reference Object Distance Geod. Az | EZ5716| dddmmss.s | EZ5716| EZ5707 STORE APPROX. 0.7 KM 1545335.8 | EZ5716| EZ5679 ALFORD 293.075 METERS 31846 | EZ5716|---------------------------------------------------------------------| EZ5716 EZ5716 SUPERSEDED SURVEY CONTROL EZ5716 EZ5716 NGVD 29 (01/12/90) 92.5 (m) 303. (f) VERT ANG EZ5716 EZ5716.Superseded values are not recommended for survey control. EZ5716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5716.See file dsdata.txt to determine how the superseded data were derived. EZ5716 EZ5716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV3927661291(NAD 83) EZ5716_MARKER: DE = TRAVERSE STATION DISK EZ5716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ5716_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ5716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ5716+STABILITY: SURFACE MOTION EZ5716_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ5716+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005 EZ5716 EZ5716 HISTORY - Date Condition Report By EZ5716 HISTORY - 1980 MONUMENTED NCGS EZ5716 HISTORY - 20050415 GOOD USPSQD EZ5716 EZ5716 STATION DESCRIPTION EZ5716 EZ5716'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EZ5716'THE STATION IS LOCATED APPROXIMATELY 1.7 MILES SOUTH-SOUTHEAST OF EZ5716'WENDELL, AND 4.5 MILES SOUTH-SOUTHWEST OF ZEBULON. EZ5716' EZ5716'TO REACH THE STATION FROM THE INTERSECTION OF NC 231 WITH US 64 EZ5716'BUSINESS IN WENDELL, PROCEED SOUTHERLY ALONG NC 231 FOR 1.35 MILE TO EZ5716'STATION ON THE LEFT AT SOUTH SIDE OF DIRT DRIVEWAY TO A GREY TWO STORY EZ5716'FRAME HOUSE AND 0.1 MILE NORTH OF THE WAKE-JOHNSTON COUNTY LINE. EZ5716' EZ5716'STATION MARK IS A STANDARD DISK STAMPED---WOOTTON 1980---SET IN TOP OF EZ5716'A 10 INCH CONCRETE CYLINDER FLUSH WITH GROUND SURFACE. THE MARK IS EZ5716'IS 35.5 FEET EAST OF THE CENTERLINE OF NC 231, 15.0 FEET SOUTHEAST OF EZ5716'SOUTH END OF CULVERT UNDER DRIVE, 116.8 FEET NORTH OF EAST END OF EZ5716'CULVERT UNDER NC 231, 116.5 FEET SOUTH-SOUTHEAST OF A TELEPHONE PEDEST EZ5716'159.0 FEET SOUTHWEST OF SOUTHWEST CORNER OF TWO STORY HOUSE, AND EZ5716'138.4 FEET SOUTH-SOUTHEAST OF 20 INCH PINE WITH REFERENCE TAG. EZ5716 EZ5716 STATION RECOVERY (2005) EZ5716 EZ5716'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ5716'N 35 45.994 EZ5716'W 078 21.193 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6434 *********************************************************************** EZ6434 DESIGNATION - WRAL EZ6434 PID - EZ6434 EZ6434 STATE/COUNTY- NC/WAKE EZ6434 USGS QUAD - RALEIGH WEST (1988) EZ6434 EZ6434 *CURRENT SURVEY CONTROL EZ6434 ___________________________________________________________________ EZ6434* NAD 83(1986)- 35 46 46.54796(N) 078 40 17.17253(W) ADJUSTED EZ6434* NAVD 88 - 118.937 (meters) 390.21 (feet) ADJUSTED EZ6434 ___________________________________________________________________ EZ6434 LAPLACE CORR- -7.10 (seconds) DEFLEC99 EZ6434 GEOID HEIGHT- -32.77 (meters) GEOID03 EZ6434 DYNAMIC HT - 118.834 (meters) 389.87 (feet) COMP EZ6434 MODELED GRAV- 979,770.1 (mgal) NAVD 88 EZ6434 EZ6434 HORZ ORDER - SECOND EZ6434 VERT ORDER - SECOND CLASS I EZ6434 EZ6434.The North Carolina HARNS have been completed but, EZ6434.due to contractual restrictions, coordinates for these stations EZ6434.will NOT be published in the near future. In the interim, the EZ6434.published coordinates in North Carolina will not be EZ6434.consistent with the Continuously Operating Reference Stations EZ6434.(CORS). The HARN coordinates for these stations are available EZ6434.upon request. Contact Gary Thompson(919-733-3836). EZ6434. EZ6434.In addition, the published North Carolina positions EZ6434.(NAD 83 (1986)) are NOT consistent with those determined in EZ6434.adjacent state readjustments. The discontinuity between stations EZ6434.located in North Carolina and those in adjacent states EZ6434.which have been adjusted to the HARN may be as much as 5 EZ6434.decimeters. This will result in a significant loss of accuracy EZ6434.over lines crossing such state borders. EZ6434 EZ6434 EZ6434.The horizontal coordinates were established by classical geodetic methods EZ6434.and adjusted by the National Geodetic Survey in March 1992. EZ6434 EZ6434.The orthometric height was determined by differential leveling EZ6434.and adjusted by the National Geodetic Survey in December 1991. EZ6434 EZ6434.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6434 EZ6434.The geoid height was determined by GEOID03. EZ6434 EZ6434.The dynamic height is computed by dividing the NAVD 88 EZ6434.geopotential number by the normal gravity value computed on the EZ6434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ6434.degrees latitude (g = 980.6199 gals.). EZ6434 EZ6434.The modeled gravity was interpolated from observed gravity values. EZ6434 EZ6434; North East Units Scale Factor Converg. EZ6434;SPC NC - 225,196.173 639,305.319 MT 0.99991493 +0 11 22.7 EZ6434;SPC NC - 738,831.11 2,097,454.20 sFT 0.99991493 +0 11 22.7 EZ6434;UTM 17 - 3,962,004.290 710,468.762 MT 1.00014588 +1 21 43.0 EZ6434 EZ6434! - Elev Factor x Scale Factor = Combined Factor EZ6434!SPC NC - 0.99998648 x 0.99991493 = 0.99990141 EZ6434!UTM 17 - 0.99998648 x 1.00014588 = 1.00013235 EZ6434 EZ6434 SUPERSEDED SURVEY CONTROL EZ6434 EZ6434 NAVD 88 (03/04/92) 118.94 (m) 390.2 (f) LEVELING 3 EZ6434 EZ6434.Superseded values are not recommended for survey control. EZ6434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6434.See file dsdata.txt to determine how the superseded data were derived. EZ6434 EZ6434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1046962004(NAD 83) EZ6434_MARKER: DH = HORIZONTAL CONTROL DISK EZ6434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6434_SP_SET: CONCRETE POST EZ6434_STAMPING: WRAL 1988 EZ6434_MARK LOGO: NCGS EZ6434_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6434+STABILITY: SURFACE MOTION EZ6434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6434+SATELLITE: SATELLITE OBSERVATIONS - 1988 EZ6434 EZ6434 HISTORY - Date Condition Report By EZ6434 HISTORY - 1988 MONUMENTED NCGS EZ6434 EZ6434 STATION DESCRIPTION EZ6434 EZ6434'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1988 EZ6434'STATION IS LOCATED IN SOUTHWEST RALEIGH. EZ6434'ALONG WESTERN BOULEVARD FOR 2.7 KM (1.7 MI) SOUTHEAST FROM EZ6434'BELTLINE-US 1-, OR 0.4 KM (0.2 MI) SOUTHEAST OF AVENT FERRY ROAD IN EZ6434'MEDIAN. EZ6434'STATION IS A STANDARD NCGS DISK STAMPED---WRAL 1988---, SET IN TOP OF EZ6434'A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER AND RECESSED 12 CM BELOW EZ6434'GROUND SURFACE AND IS LEVEL WITH HIGHWAY. LOCATED 7.0 M (23.0 FT) EZ6434'NORTH-NORTHEAST OF THE CENTERLINE OF EASTBOUND LANE OF WESTERN EZ6434'BOULEVARD, 15.2 M (49.9 FT) SOUTH-SOUTHWEST OF CENTERLINE OF WESTBOUND EZ6434'LANE OF WESTERN BOULEVARD, 31.5 M (103.3 FT) SOUTHEAST OF 10-INCH EZ6434'MAPLE, AND 10.4 M (34.1 FT) WEST OF 24-INCH WILLOW OAK WITH REFERENCE EZ6434'TAG. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1061 *********************************************************************** EZ1061 DESIGNATION - WRECKER EZ1061 PID - EZ1061 EZ1061 STATE/COUNTY- NC/WAKE EZ1061 USGS QUAD - APEX (1993) EZ1061 EZ1061 *CURRENT SURVEY CONTROL EZ1061 ___________________________________________________________________ EZ1061* NAD 83(1986)- 35 42 15.02824(N) 078 50 04.77606(W) ADJUSTED EZ1061* NAVD 88 - 122.653 (meters) 402.40 (feet) ADJUSTED EZ1061 ___________________________________________________________________ EZ1061 LAPLACE CORR- -5.03 (seconds) DEFLEC99 EZ1061 GEOID HEIGHT- -32.33 (meters) GEOID03 EZ1061 DYNAMIC HT - 122.546 (meters) 402.05 (feet) COMP EZ1061 MODELED GRAV- 979,760.7 (mgal) NAVD 88 EZ1061 EZ1061 HORZ ORDER - SECOND EZ1061 VERT ORDER - SECOND CLASS 0 EZ1061 EZ1061.The North Carolina HARNS have been completed but, EZ1061.due to contractual restrictions, coordinates for these stations EZ1061.will NOT be published in the near future. In the interim, the EZ1061.published coordinates in North Carolina will not be EZ1061.consistent with the Continuously Operating Reference Stations EZ1061.(CORS). The HARN coordinates for these stations are available EZ1061.upon request. Contact Gary Thompson(919-733-3836). EZ1061. EZ1061.In addition, the published North Carolina positions EZ1061.(NAD 83 (1986)) are NOT consistent with those determined in EZ1061.adjacent state readjustments. The discontinuity between stations EZ1061.located in North Carolina and those in adjacent states EZ1061.which have been adjusted to the HARN may be as much as 5 EZ1061.decimeters. This will result in a significant loss of accuracy EZ1061.over lines crossing such state borders. EZ1061 EZ1061 EZ1061.The horizontal coordinates were established by classical geodetic methods EZ1061.and adjusted by the National Geodetic Survey in July 1986. EZ1061 EZ1061.The orthometric height was determined by differential leveling EZ1061.and adjusted by the National Geodetic Survey in June 1991. EZ1061 EZ1061.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1061 EZ1061.The geoid height was determined by GEOID03. EZ1061 EZ1061.The dynamic height is computed by dividing the NAVD 88 EZ1061.geopotential number by the normal gravity value computed on the EZ1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1061.degrees latitude (g = 980.6199 gals.). EZ1061 EZ1061.The modeled gravity was interpolated from observed gravity values. EZ1061 EZ1061; North East Units Scale Factor Converg. EZ1061;SPC NC - 216,791.830 624,562.912 MT 0.99990368 +0 05 43.5 EZ1061;SPC NC - 711,257.86 2,049,086.82 sFT 0.99990368 +0 05 43.5 EZ1061;UTM 17 - 3,953,298.821 695,898.194 MT 1.00007292 +1 15 50.7 EZ1061 EZ1061! - Elev Factor x Scale Factor = Combined Factor EZ1061!SPC NC - 0.99998582 x 0.99990368 = 0.99988950 EZ1061!UTM 17 - 0.99998582 x 1.00007292 = 1.00005874 EZ1061 EZ1061: Primary Azimuth Mark Grid Az EZ1061:SPC NC - TANK 166 49 54.9 EZ1061:UTM 17 - TANK 165 39 47.7 EZ1061 EZ1061|---------------------------------------------------------------------| EZ1061| PID Reference Object Distance Geod. Az | EZ1061| dddmmss.s | EZ1061| EZ1060 TANK 431.018 METERS 1665538.4 | EZ1061|---------------------------------------------------------------------| EZ1061 EZ1061 SUPERSEDED SURVEY CONTROL EZ1061 EZ1061 NAD 27 - 35 42 14.48228(N) 078 50 05.74617(W) AD( ) 2 EZ1061 NGVD 29 (??/??/92) 122.908 (m) 403.24 (f) ADJ UNCH 2 0 EZ1061 EZ1061.Superseded values are not recommended for survey control. EZ1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1061.See file dsdata.txt to determine how the superseded data were derived. EZ1061 EZ1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SPV9589853299(NAD 83) EZ1061_MARKER: DE = TRAVERSE STATION DISK EZ1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1061_STAMPING: WRECKER 1967 EZ1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1061+STABILITY: SURFACE MOTION EZ1061 EZ1061 HISTORY - Date Condition Report By EZ1061 HISTORY - 1967 MONUMENTED NCGS EZ1061 HISTORY - 1973 GOOD NCGS EZ1061 EZ1061 STATION DESCRIPTION EZ1061 EZ1061'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1061'WRECKER IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1061'IN THE VICINITY OF APEX, NORTH CAROLINA. EZ1061' EZ1061'WRECKER IS LOCATED APPROXIMATELY 2.0 MILES SOUTHEAST OF THE EZ1061'CENTER OF APEX. TO REACH STATION PROCEED FROM THE INTERSECTION EZ1061'OF NC 55 WITH U.S. 1, GO SOUTHEAST ON NC 55 FOR 0.75 MILE TO EZ1061'STATION. WHICH IS ON THE NORTHEAST BANK OF NC 55 AT SOUTHEAST END EZ1061'OF A SMALL PINE GROVE AND ABOUT 300 FEET NORTHEAST OF WILLIAMS EZ1061'AUTO PARTS AND WRECKER SERVICE. EZ1061' EZ1061'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1061'WRECKER 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP EZ1061'OF WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ1061' EZ1061'MARK IS EZ1061' EZ1061'39.7 FT E OF C/L OF NC 55 EZ1061' EZ1061'10.1 FT SW OF 6 INCH PINE WITH ALUMINUM REF. TAG ON E BANK OF NC 55 EZ1061' EZ1061'8.0 FT W OF TWIN 5 INCH PINE WITH ALUMINUM REF. TAG ON E BANK OF EZ1061'NC 55 EZ1061' EZ1061'17.8 FT NW OF WESTERNMOST POST OF SPAINS RESTAURANT AND EZ1061'LONG MEADOW MILK SIGN, AND WITH ALUMINUM REF. TAG EZ1061' EZ1061'67.4 FT NW OF TP WITH ALUMINUM REF. TAG ON W SIDE OF RR EZ1061 EZ1061 STATION RECOVERY (1973) EZ1061 EZ1061'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1061'2 MI SSE FROM APEX. EZ1061'WRECKER IS LOCATED APPROXIMATELY 12.3 MILES WSW OF CAPITOL SQUARE EZ1061'IN RALEIGH. TO REACH STATION FROM NC 55 OVERPASS OF U.S. 1 EZ1061'SOUTH OF APEX, PROCEED SOUTH ALONG NC 55 FOR 0.75 MILES TO EZ1061'STATION ON LEFT ON EAST BANK AT SE END OF A SMALL PINE GROVE, EZ1061'AND ABOUT 300 FT NE OF WILLIAMS AUTO PARTS AND WRECKER SERVICE, EZ1061'39.7 FT E OF C/L OF NC 55, 174.3 FT SW OF MILEPOST 23, 17.9 FT EZ1061'S OF 5 IN PINE W/ALUMINUM REF. TAG, AND 67.4 FT NW OF TP W/ALUMINUM EZ1061'REF. TAG. DISK IS SET IN CONCRETE CYLINDER 1 INCH BELOW THE EZ1061'SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1030 *********************************************************************** EZ1030 DESIGNATION - WRENN EZ1030 PID - EZ1030 EZ1030 STATE/COUNTY- NC/WAKE EZ1030 USGS QUAD - LAKE WHEELER (1993) EZ1030 EZ1030 *CURRENT SURVEY CONTROL EZ1030 ___________________________________________________________________ EZ1030* NAD 83(1986)- 35 37 31.34426(N) 078 43 23.60934(W) ADJUSTED EZ1030* NAVD 88 - 111.898 (meters) 367.12 (feet) ADJUSTED EZ1030 ___________________________________________________________________ EZ1030 LAPLACE CORR- -5.12 (seconds) DEFLEC99 EZ1030 GEOID HEIGHT- -32.86 (meters) GEOID03 EZ1030 DYNAMIC HT - 111.800 (meters) 366.80 (feet) COMP EZ1030 MODELED GRAV- 979,757.5 (mgal) NAVD 88 EZ1030 EZ1030 HORZ ORDER - THIRD EZ1030 VERT ORDER - SECOND CLASS 0 EZ1030 EZ1030.The North Carolina HARNS have been completed but, EZ1030.due to contractual restrictions, coordinates for these stations EZ1030.will NOT be published in the near future. In the interim, the EZ1030.published coordinates in North Carolina will not be EZ1030.consistent with the Continuously Operating Reference Stations EZ1030.(CORS). The HARN coordinates for these stations are available EZ1030.upon request. Contact Gary Thompson(919-733-3836). EZ1030. EZ1030.In addition, the published North Carolina positions EZ1030.(NAD 83 (1986)) are NOT consistent with those determined in EZ1030.adjacent state readjustments. The discontinuity between stations EZ1030.located in North Carolina and those in adjacent states EZ1030.which have been adjusted to the HARN may be as much as 5 EZ1030.decimeters. This will result in a significant loss of accuracy EZ1030.over lines crossing such state borders. EZ1030 EZ1030 EZ1030.The horizontal coordinates were established by classical geodetic methods EZ1030.and adjusted by the National Geodetic Survey in July 1986. EZ1030 EZ1030.The orthometric height was determined by differential leveling EZ1030.and adjusted by the National Geodetic Survey in June 1991. EZ1030 EZ1030.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1030 EZ1030.The geoid height was determined by GEOID03. EZ1030 EZ1030.The dynamic height is computed by dividing the NAVD 88 EZ1030.geopotential number by the normal gravity value computed on the EZ1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1030.degrees latitude (g = 980.6199 gals.). EZ1030 EZ1030.The modeled gravity was interpolated from observed gravity values. EZ1030 EZ1030; North East Units Scale Factor Converg. EZ1030;SPC NC - 208,072.003 634,671.088 MT 0.99989379 +0 09 35.1 EZ1030;SPC NC - 682,649.56 2,082,250.06 sFT 0.99989379 +0 09 35.1 EZ1030;UTM 17 - 3,944,785.116 706,184.040 MT 1.00012390 +1 19 35.9 EZ1030 EZ1030! - Elev Factor x Scale Factor = Combined Factor EZ1030!SPC NC - 0.99998759 x 0.99989379 = 0.99988139 EZ1030!UTM 17 - 0.99998759 x 1.00012390 = 1.00011149 EZ1030 EZ1030: Primary Azimuth Mark Grid Az EZ1030:SPC NC - WRENN AZ MK 225 02 58.3 EZ1030:UTM 17 - WRENN AZ MK 223 52 57.5 EZ1030 EZ1030|---------------------------------------------------------------------| EZ1030| PID Reference Object Distance Geod. Az | EZ1030| dddmmss.s | EZ1030| EZ6378 WRENN RM 1 31.210 METERS 01215 | EZ1030| EZ1029 WRENN RM 3 19.924 METERS 07118 | EZ1030| EZ5233 GARNER TV STATION WRAL TOWER APPROX.17.9 KM 0713202.8 | EZ1030| EZ6379 WRENN RM 2 26.009 METERS 20559 | EZ1030| EZ1031 WRENN AZ MK 2251233.4 | EZ1030|---------------------------------------------------------------------| EZ1030 EZ1030 SUPERSEDED SURVEY CONTROL EZ1030 EZ1030 NAD 27 - 35 37 30.78772(N) 078 43 24.57918(W) AD( ) 3 EZ1030 NGVD 29 (??/??/92) 112.168 (m) 368.00 (f) ADJ UNCH 2 0 EZ1030 EZ1030.Superseded values are not recommended for survey control. EZ1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1030.See file dsdata.txt to determine how the superseded data were derived. EZ1030 EZ1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0618444785(NAD 83) EZ1030_MARKER: DS = TRIANGULATION STATION DISK EZ1030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1030_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1030_STAMPING: WRENN 1957 EZ1030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1030+STABILITY: SURFACE MOTION EZ1030 EZ1030 HISTORY - Date Condition Report By EZ1030 HISTORY - 1957 MONUMENTED CGS EZ1030 HISTORY - 1963 GOOD CGS EZ1030 HISTORY - 1964 GOOD AMS EZ1030 HISTORY - 1967 GOOD NCGS EZ1030 HISTORY - 1973 GOOD NCGS EZ1030 HISTORY - 1973 GOOD NCGS EZ1030 HISTORY - 1982 GOOD NGS EZ1030 HISTORY - 1985 MARK NOT FOUND USPSQD EZ1030 HISTORY - 1987 GOOD USPSQD EZ1030 EZ1030 STATION DESCRIPTION EZ1030 EZ1030'DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (JCE) EZ1030'STATION IS LOCATED ABOUT 8 MILES NORTH OF ANGIER AND EZ1030'ABOUT 5 MILES EAST NORTHEAST OF FUQUAY SPRINGS IN THE FARM EZ1030'YARD OF MRS. W. L. WRENN. STATION IS 78 FEET NORTHWEST OF THE EZ1030'CENTERLINE OF THE WEST LANE OF U.S. HIGHWAY 401 AND 78 FEET EZ1030'WEST OF UTILITY POLE WITH TRIANGLE BLAZE AND FENCE CORNER. THE EZ1030'MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED WRENN EZ1030'1957. EZ1030' EZ1030'REFERENCE MARK NO. 1 IS 10 FEET EAST OF THE APPROXIMATE EZ1030'CENTER OF TRACK ROAD AND 1 FOOT WEST OF FENCE. THE MARK EZ1030'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED WRENN NO 1 1957. EZ1030' EZ1030'REFERENCE MARK NO. 2 IS 45 FEET NORTHWEST OF THE CENTERLINE EZ1030'OF HIGHWAY. THE MARK IS FLUSH WITH THE GROUND AND THE DISK EZ1030'IS STAMPED WRENN NO 2 1957. EZ1030' EZ1030'AZIMUTH MARK IS 41 FEET SOUTH SOUTHEAST OF THE CENTERLINE OF EZ1030'THE EAST LANE OF HIGHWAY, 4 FEET NORTH OF TELEPHONE POLE AND EZ1030'2 FEET NORTH OF WITNESS POST. THE MARK PROJECTS ABOUT 4 EZ1030'INCHES AND THE DISK IS STAMPED WRENN 1957. EZ1030' EZ1030'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 401 AND EZ1030'STATE HIGHWAY 55, INTERSECTION OF NORTH MAIN AND NORTH EZ1030'ENNIS STREETS, IN THE NORTHEAST PART OF FUQUAY SPRINGS GO EZ1030'EAST AND NORTHEAST ON U.S. HIGHWAY 401 AND STATE HIGHWAY EZ1030'55 FOR 2.0 MILES TO THE JUNCTION OF THE TWO HIGHWAYS. CONTINUE EZ1030'NORTHEAST ON U.S. HIGHWAY 401 FOR 2.3 MILES TO THE AZIMUTH EZ1030'MARK ON RIGHT AS DESCRIBED. CONTINUE ON HIGHWAY FOR 0.55 MILE EZ1030'TO CROSSROADS. TURN LEFT AND GO 0.05 MILE TO DRIVEWAY TO FARM EZ1030'HOUSE. TURN RIGHT ON DRIVEWAY AND GO 0.05 MILE TO STATION EZ1030'IN NORTHEAST CORNER OF LAWN AS DESCRIBED. EZ1030' EZ1030'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS. EZ1030 EZ1030 STATION RECOVERY (1963) EZ1030 EZ1030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (ELJ) EZ1030'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS EXCEPT EZ1030'REFERENCE MARK NO. 1 WERE FOUND TO BE IN GOOD CONDITION. REFERENCE EZ1030'MARK NO. 1 HAD BEEN KNOCKED OVER BY GRADING OPERATIONS SO WAS EZ1030'DESTROYED AND REFERENCE MARK NO. 3 WAS ESTABLISHED. THE ORIGINAL EZ1030'DESCRIPTION IS ADEQUATE EXCEPT FOR THE FOLLOWING. EZ1030' EZ1030'REFERENCE MARK NO. 3 IS 52 FEET NORTHWEST OF THE CENTERLINE EZ1030'OF THE SOUTH BOUND LANE OF U.S. HIGHWAY 401 AND 45 FEET EZ1030'NORTHEAST OF A UTILITY POLE WITH TRANSFORMER. THE MARK IS A EZ1030'STANDARD DISK SET FLUSH IN A CONCRETE MONUMENT ABOUT 10 INCHES EZ1030'IN DIAMETER, FLUSH WITH THE GROUND AND THE DISK IS STAMPED EZ1030'WRENN NO 3 1957. NOTE 11B. EZ1030 EZ1030 STATION RECOVERY (1964) EZ1030 EZ1030'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1964 EZ1030'STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ1030 EZ1030 STATION RECOVERY (1967) EZ1030 EZ1030'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1030'WRENN 1957 GOOD EZ1030' EZ1030'RM 1 GOOD, FENCE HAS BEEN REMOVED EZ1030' EZ1030'RM 2 GOOD EZ1030' EZ1030'AZ. MARK. GOOD, LINE OF SIGHT BLOCKED FROM INSTRUMENT HEIGHT. EZ1030' EZ1030'TO REACH STATION FROM JUNCTION OF NC 55 AND U.S. 401 NORTH EZ1030'OF FUQUAY VARINA, GO NORTHEAST ON U.S. 401 FOR 2.85 MILES TO EZ1030'INTERSECTION OF SR 1393, ON NORTH SIDE OF U.S. 401. NOTE--THE EZ1030'FARM BUILDING OF MRS. W. L. WRENN IS A LARGE ROCK HOUSE. EZ1030 EZ1030 STATION RECOVERY (1973) EZ1030 EZ1030'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1030'5 MI ENE FROM FUQUAY VARINA. EZ1030'WRENN IS LOCATED APPROXIMATELY 11.7 MILES SSW OF CAPITOL SQUARE EZ1030'IN RALEIGH. TO REACH STATION FROM INTERSECTION OF U.S. 401, NC EZ1030'55 AND NC 42 APPROXIMATELY 2.5 MILES ENE OF FUQUAY-VARINA, EZ1030'PROCEED NE ALONG U.S. 401 FOR 2.8 MILES TO SR 1393 AND STATION EZ1030'APPROXIMATELY 250 FT NORTH OF INTERSECTION IN SE CORNER OF FARM EZ1030'YARD OF MRS. W.L. WRENN, 78.0 FT NW OF C/L OF U.S. 401 SOUTH EZ1030'BOUND LANE, 27.0 FT WNW OF PP WITH TRANSFORMER AND ALUMINUM REF. EZ1030'TAG, AND 26.4 FT E OF BASE OF MAGNOLIA TREE. DISK IS SET IN EZ1030'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. EZ1030 EZ1030 STATION RECOVERY (1973) EZ1030 EZ1030'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1030'LOCATED APPROXIMATELY 11.7 MILES SSW OF CAPITOL SQUARE IN RALEIGH. TO EZ1030'REACH STATION FROM INTERSECTION OF US 401, NC 55 AND NC 42 EZ1030'APPROXIMATELY 2.5 MILES ENE OF FUQUAY-VARINA, PROCEED NE ALONG US 401 EZ1030'FOR 2.8 MILES TO SR 1393 AND STATION APPROXIMATELY 250 FT. NORTH OF EZ1030'INTERSECTION IN SE CORNER OF FARM YARD OF MRS. W.L. WRENN. 78.0 FT. EZ1030'NW OF C/L OF US 401 SOUTH BOUND LANE, 27.0 FT. WNW OF PP WITH EZ1030'TRANSFORMER AND ALUMINUM REF. TAG, AND 26.4 FT. E OF BASE OF MAGNOLIA EZ1030'TREE. DISK IS SET IN CONCRETE POST FLUSH WITH THE SURFACE OF THE EZ1030'GROUND. EZ1030 EZ1030 STATION RECOVERY (1982) EZ1030 EZ1030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 EZ1030'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 401, NORTH MAIN STREET, EZ1030'AND STATE ROUTE 55, NORTH ENNIS STREET IN FUQUARY GO NORTHEASTERLY ON EZ1030'U.S. 401 FOR 2 MILES TO THE JUNCTION OF THE TWO HIGHWAYS. CONTINUE EZ1030'NORTHEASTERLY ON U.S. 401 FOR 2.9 MILES TO SR 1393 ON THE LEFT. TURN EZ1030'LEFT ON SR 1393 FOR ABOUT 150 FEET, THENCE RIGHT ON A DRIVEWAY FOR EZ1030'150 FEET TO THE MARK ON THE RIGHT, 5.95 METERS (19.5 FT) WEST OF A EZ1030'17-INCH PINE TREE, 8.65 METERS (28.4 FT) WEST OF A POWERLINE POLE EZ1030'WITH AN ALUMINUM REFERENCE TAG, 24.05 METERS (78.9 FT) NORTHWEST OF EZ1030'THE CENTERLINE OF THE SOUTH BOUND LANE OF U.S 401, 34.4 METERS (112.9 EZ1030'FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE, ROCK HOUSE AND 53.1 EZ1030'METERS (174.2 FT) NORTHEAST OF THE CENTERLINE OF SR 1393. EZ1030 EZ1030 STATION RECOVERY (1985) EZ1030 EZ1030'RECOVERY NOTE BY US POWER SQUADRON 1985 (WKB) EZ1030'WRENN AZIMUTH 1957 FOUND GOOD - SLIGHTLY CHIPPED ON SIDE WITNESS EZ1030'POST GOOD. EZ1030 EZ1030 STATION RECOVERY (1987) EZ1030 EZ1030'RECOVERY NOTE BY US POWER SQUADRON 1987 (WCB) EZ1030'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2526 *********************************************************************** EZ2526 DESIGNATION - WYATT EZ2526 PID - EZ2526 EZ2526 STATE/COUNTY- NC/WAKE EZ2526 USGS QUAD - RALEIGH EAST (1993) EZ2526 EZ2526 *CURRENT SURVEY CONTROL EZ2526 ___________________________________________________________________ EZ2526* NAD 83(1986)- 35 48 24.11378(N) 078 36 57.05878(W) ADJUSTED EZ2526* NAVD 88 - 65.357 (meters) 214.43 (feet) ADJUSTED EZ2526 ___________________________________________________________________ EZ2526 LAPLACE CORR- -7.65 (seconds) DEFLEC99 EZ2526 GEOID HEIGHT- -32.95 (meters) GEOID03 EZ2526 DYNAMIC HT - 65.301 (meters) 214.24 (feet) COMP EZ2526 MODELED GRAV- 979,772.1 (mgal) NAVD 88 EZ2526 EZ2526 HORZ ORDER - SECOND EZ2526 VERT ORDER - SECOND CLASS II EZ2526 EZ2526.The North Carolina HARNS have been completed but, EZ2526.due to contractual restrictions, coordinates for these stations EZ2526.will NOT be published in the near future. In the interim, the EZ2526.published coordinates in North Carolina will not be EZ2526.consistent with the Continuously Operating Reference Stations EZ2526.(CORS). The HARN coordinates for these stations are available EZ2526.upon request. Contact Gary Thompson(919-733-3836). EZ2526. EZ2526.In addition, the published North Carolina positions EZ2526.(NAD 83 (1986)) are NOT consistent with those determined in EZ2526.adjacent state readjustments. The discontinuity between stations EZ2526.located in North Carolina and those in adjacent states EZ2526.which have been adjusted to the HARN may be as much as 5 EZ2526.decimeters. This will result in a significant loss of accuracy EZ2526.over lines crossing such state borders. EZ2526 EZ2526 EZ2526.The horizontal coordinates were established by classical geodetic methods EZ2526.and adjusted by the National Geodetic Survey in July 1986. EZ2526 EZ2526.The orthometric height was determined by differential leveling EZ2526.and adjusted by the National Geodetic Survey in June 1991. EZ2526 EZ2526.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2526 EZ2526.The geoid height was determined by GEOID03. EZ2526 EZ2526.The dynamic height is computed by dividing the NAVD 88 EZ2526.geopotential number by the normal gravity value computed on the EZ2526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2526.degrees latitude (g = 980.6199 gals.). EZ2526 EZ2526.The modeled gravity was interpolated from observed gravity values. EZ2526 EZ2526; North East Units Scale Factor Converg. EZ2526;SPC NC - 228,221.006 644,319.075 MT 0.99991939 +0 13 18.2 EZ2526;SPC NC - 748,755.08 2,113,903.50 sFT 0.99991939 +0 13 18.2 EZ2526;UTM 17 - 3,965,131.881 715,420.743 MT 1.00017187 +1 23 43.4 EZ2526 EZ2526! - Elev Factor x Scale Factor = Combined Factor EZ2526!SPC NC - 0.99999491 x 0.99991939 = 0.99991430 EZ2526!UTM 17 - 0.99999491 x 1.00017187 = 1.00016678 EZ2526 EZ2526: Primary Azimuth Mark Grid Az EZ2526:SPC NC - SHONEYS 232 38 24.6 EZ2526:UTM 17 - SHONEYS 231 27 59.4 EZ2526 EZ2526|---------------------------------------------------------------------| EZ2526| PID Reference Object Distance Geod. Az | EZ2526| dddmmss.s | EZ2526| EZ2525 COLONIAL 449.829 METERS 0292608.3 | EZ2526| EZ6580 MURRAY APPROX. 0.5 KM 2150804.4 | EZ2526| EZ2527 SHONEYS APPROX. 0.9 KM 2325142.8 | EZ2526|---------------------------------------------------------------------| EZ2526 EZ2526 SUPERSEDED SURVEY CONTROL EZ2526 EZ2526 NAD 27 - 35 48 23.57378(N) 078 36 58.04528(W) AD( ) 2 EZ2526 NGVD 29 (??/??/92) 65.636 (m) 215.34 (f) ADJ UNCH 2 2 EZ2526 EZ2526.Superseded values are not recommended for survey control. EZ2526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2526.See file dsdata.txt to determine how the superseded data were derived. EZ2526 EZ2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1542165132(NAD 83) EZ2526_MARKER: DE = TRAVERSE STATION DISK EZ2526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2526_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2526_STAMPING: WYATT 1967 EZ2526_MARK LOGO: NCGS EZ2526_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT EZ2526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2526+STABILITY: SURFACE MOTION EZ2526 EZ2526 HISTORY - Date Condition Report By EZ2526 HISTORY - 1967 MONUMENTED NCGS EZ2526 HISTORY - 1976 GOOD NCGS EZ2526 HISTORY - 1983 GOOD NCGS EZ2526 HISTORY - 1984 GOOD USPSQD EZ2526 HISTORY - 1984 GOOD USPSQD EZ2526 HISTORY - 19880301 GOOD NCGS EZ2526 HISTORY - 20050519 GOOD GEOCAC EZ2526 EZ2526 STATION DESCRIPTION EZ2526 EZ2526'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ2526'WYATT IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2526'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ2526' EZ2526'WYATT IS LOCATED APPROXIMATELY 2.1 MILES NORTHEAST OF RALEIGH EZ2526'CAPITOL SQUARE. STATION IS 0.9 MILE SOUTHWEST ALONG NORTH EZ2526'BOULEVARD FROM U.S. 1 BYPASS. 0.4 MILE SOUTHWEST OF BRIDGE EZ2526'OVER CRABTREE CREEK. 0.1 MILE SOUTHWEST OF NORFOLK AND EZ2526'SOUTHERN RR BRIDGE OVER NORTH BOULEVARD. APPROXIMATELY 300 FT EZ2526'SOUTHWEST OF WYATT WAREHOUSE. 100 FT SOUTHWEST OF CRABTREE EZ2526'BLVD., 300 FT SOUTHEAST OF EDWARDS AND BROUGHTON OFFICE AND EZ2526'WAREHOUSE AND 75 FT NORTH OF LARGE GATEWAY PLAZA SIGN. EZ2526' EZ2526'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2526'WYATT 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2526'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. EZ2526' EZ2526'MARK IS EZ2526' EZ2526'98.5 FT SW OF TP ON W EDGE OF CRABTREE BLVD. WITH ALUMINUM EZ2526'REF. TAG EZ2526' EZ2526'109.5 FT SW OF CONCRETE STREET MARKER N. BLVD. AND CRABTREE EZ2526'BLVD. EZ2526' EZ2526'102.5 FT SSW OF WOODEN SUPPORT POLE FOR STOP LIGHT (SIGNAL EZ2526'POLE), WITH ALUMINUM REF. TAG EZ2526' EZ2526'86.3 FT N OF NORTHERNMOST METAL POLE AT WINN DIXIE SIGN EZ2526' EZ2526'24.7 FT NW OF CENTER LINE OF ACCESS ROAD EZ2526' EZ2526'21.5 FT WSW OF TP WITH ALUMINUM REF. TAG EZ2526' EZ2526'28.0 FT SE OF CENTER LINE OF N BOUND LANE OF NORTH BOULEVARD EZ2526 EZ2526 STATION RECOVERY (1976) EZ2526 EZ2526'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2526'2.25 MI NNE FROM RALEIGH. EZ2526'STATION IS LOCATED AT THE INTERSECTION OF NORTH BOULEVARD AND CRABTREE EZ2526'BOULEVARD, IN THE SOUTHEAST QUADRANT BETWEEN THE NORTH BOUND LANE AND EZ2526'AN ACCESS ROAD AND 200 FEET NORTH OF LARGE GATEWAY PLAZA SIGN. 98.5 EZ2526'FT. SW OF TP ON W EDGE OF CRABTREE BLVD WITH ALUMINUM REF. TAG, 97.5 EZ2526'FT. SW OF METAL STREET MARKER N BLVD AND CRABTREE BLVD., 102.5 FT. SW EZ2526'OF WOODEN SUPPORT POLE FOR STOP LIGHT (SIGNAL POLE) WITH ALUMINUM REF. EZ2526'TAG, 84.3 FT. NNE OF POLE OF SUB N PUB SIGN, 24.7 FT. NW OF CENTER EZ2526'LINE OF ACCESS ROAD, 21.5 FT. WSW OF TP WITH ALUMINUM REF. TAG AND EZ2526'28.0 FT. SE OF CENTERLINE OF N BOUND LANE OF NORTH BOULEVARD. DISK IS EZ2526'SET IN TOP OF CONCRETE CYLINDER, FLUSH WITH THE SURFACE OF THE GROUND. EZ2526 EZ2526 STATION RECOVERY (1983) EZ2526 EZ2526'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 (HGG) EZ2526'THE STATION WAS RECOVERED AT THIS DATE. EZ2526'THE MARK WAS RECOVERED IN GOOD CONDITION. EZ2526' EZ2526'MARK IS 78.2 FEET WEST-NORTHWEST OF NCNB SIGN POST. EZ2526 EZ2526 STATION RECOVERY (1984) EZ2526 EZ2526'RECOVERY NOTE BY US POWER SQUADRON 1984 (JGS) EZ2526'WYATT 1967 RECOVERED GOOD. EZ2526' EZ2526'THE DESCRIPTION SHOULD BE REVISED AS FOLLOWS--APPROX. 200 FEET EZ2526'NORTHEAST OF LARGE GATEWAY PLAZA SIGN AND 70 FEET WNW OF NCNB EZ2526'BANK SIGN. THE SECOND REFERENCE POINT IS NO LONGER THERE. THE EZ2526'THIRD REFERENCE POINT NO LONGER HAS THE ALUMINUM REF. TAG ON IT. EZ2526'THE FOURTH REFERENCE POINT (WINN DIXIE SIGN) IS NO LONGER THERE. EZ2526'THE REST OF THE REFERENCES ARE GOOD. EZ2526 EZ2526 STATION RECOVERY (1984) EZ2526 EZ2526'RECOVERY NOTE BY US POWER SQUADRON 1984 EZ2526'APPROX. 200'NORTHEAST OF LARGE GATEWAY PLAZA SIGN AND 70' EZ2526'WEST-NORTHWEST OF NCNB BANK SIGN. THE SECOND REFERENCE POINT IS NO EZ2526'LONGER THERE. THE THIRD REFERENCE POINT NO LONGER HAS THE ALUMINUM EZ2526'REF TAG. ON IT. THE FOURTH REFERENCE POINT (WINN DIXIE SIGN) IS NO EZ2526'LONGER THERE. THE REST OF THE REFERENCES ARE GOOD. EZ2526 EZ2526 STATION RECOVERY (1988) EZ2526 EZ2526'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1988 (EWB) EZ2526'RECOVERED AS DESCRIBED. DESCRIPITON IS ADEQUATE WITH THE FOLLOWING EZ2526'ADDITIONS. LOCATED 8.1 M (26.6 FT) WEST-SOUTHWEST OF A SOUTHERN BELL EZ2526'MANHOLE COVER, AND 26.9 M (88.3 FT) NORTH-NORTHEAST OF THE SOUTHERN EZ2526'FIREARMS SIGN. EZ2526 EZ2526 STATION RECOVERY (2005) EZ2526 EZ2526'RECOVERY NOTE BY GEOCACHING 2005 (PFF) EZ2526'RECOVERED NEAR THE SOUTHWEST END OF A TRAFFIC ISLAND, DIRECTLY NORTH EZ2526'OF NATIONS BANK. MARK IS 21.8 FEET WSW OF POWER POLE G-271-BK, AND EZ2526'11.3 FEET WNW OF GUY ANCHOR FOR SAID POLE. MARK IS RECESSED 5 CM. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6630 *********************************************************************** EZ6630 DESIGNATION - WYCOMBE EZ6630 PID - EZ6630 EZ6630 STATE/COUNTY- NC/WAKE EZ6630 USGS QUAD - BAYLEAF (1987) EZ6630 EZ6630 *CURRENT SURVEY CONTROL EZ6630 ___________________________________________________________________ EZ6630* NAD 83(1986)- 35 53 40.87409(N) 078 38 19.10859(W) ADJUSTED EZ6630* NAVD 88 - 125.9 (meters) 413. (feet) VERTCON EZ6630 ___________________________________________________________________ EZ6630 LAPLACE CORR- -7.08 (seconds) DEFLEC99 EZ6630 GEOID HEIGHT- -32.61 (meters) GEOID03 EZ6630 EZ6630 HORZ ORDER - SECOND EZ6630 EZ6630.The North Carolina HARNS have been completed but, EZ6630.due to contractual restrictions, coordinates for these stations EZ6630.will NOT be published in the near future. In the interim, the EZ6630.published coordinates in North Carolina will not be EZ6630.consistent with the Continuously Operating Reference Stations EZ6630.(CORS). The HARN coordinates for these stations are available EZ6630.upon request. Contact Gary Thompson(919-733-3836). EZ6630. EZ6630.In addition, the published North Carolina positions EZ6630.(NAD 83 (1986)) are NOT consistent with those determined in EZ6630.adjacent state readjustments. The discontinuity between stations EZ6630.located in North Carolina and those in adjacent states EZ6630.which have been adjusted to the HARN may be as much as 5 EZ6630.decimeters. This will result in a significant loss of accuracy EZ6630.over lines crossing such state borders. EZ6630 EZ6630 EZ6630.The horizontal coordinates were established by classical geodetic methods EZ6630.and adjusted by the National Geodetic Survey in December 1992. EZ6630 EZ6630.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6630 EZ6630.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6630 EZ6630.The geoid height was determined by GEOID03. EZ6630 EZ6630; North East Units Scale Factor Converg. EZ6630;SPC NC - 237,975.422 642,223.741 MT 0.99993543 +0 12 30.8 EZ6630;SPC NC - 780,757.70 2,107,029.06 sFT 0.99993543 +0 12 30.8 EZ6630;UTM 17 - 3,974,843.593 713,125.268 MT 1.00015973 +1 23 05.9 EZ6630 EZ6630! - Elev Factor x Scale Factor = Combined Factor EZ6630!SPC NC - 0.99998536 x 0.99993543 = 0.99992079 EZ6630!UTM 17 - 0.99998536 x 1.00015973 = 1.00014509 EZ6630 EZ6630 SUPERSEDED SURVEY CONTROL EZ6630 EZ6630 NGVD 29 (12/28/92) 126.2 (m) 414. (f) VERT ANG EZ6630 EZ6630.Superseded values are not recommended for survey control. EZ6630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6630.See file dsdata.txt to determine how the superseded data were derived. EZ6630 EZ6630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1312574844(NAD 83) EZ6630_MARKER: DH = HORIZONTAL CONTROL DISK EZ6630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6630_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6630_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6630+STABILITY: SURFACE MOTION EZ6630 EZ6630 HISTORY - Date Condition Report By EZ6630 HISTORY - 1985 MONUMENTED NCGS EZ6630 EZ6630 STATION DESCRIPTION EZ6630 EZ6630'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ6630'THE STATION IS LOCATED IN NORTH RALEIGH. EZ6630' EZ6630'ALONG SR 1829 (STRICKLAND ROAD), 1.2 KM (0.75 MI) WEST FROM THE EZ6630'INTERSECTION WITH SR 2000 (FALLS OF NEUSE ROAD), AT THE INTERSECTION EZ6630'WITH THE ENTRANCE DRIVE TO WYCOMBE MANOR, ADJOINING A CURB OF THE EZ6630'ENTRANCE ISLAND. EZ6630' EZ6630'THE STATION IS A STANDARD NCGS DISK STAMPED---WYCOMBE 1985---, EZ6630'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6630'25 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EZ6630'11.1 METERS (36.4 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE EZ6630'HIGHWAY, EZ6630'0.9 METERS (2.9 FT) NORTH-NORTHEAST OF THE SIDEWALK, EZ6630'7.8 METERS (25.5 FT) NORTH OF THE EAST END OF A BRICK ENTRANCE EZ6630'SIGN WALL, EZ6630'35.8 METERS (117.5 FT) NORTHEAST OF THE WEST END OF SIGN WALL, EZ6630'17.0 METERS (55.9 FT) EAST OF A POWER POLE WITH A REFERENCE TAG, AND EZ6630'26.0 METERS (85.3 FT) WEST-SOUTHWEST OF AND ACROSS THE ROAD FROM A EZ6630'FIRE HYDRANT. EZ6630' EZ6630'MARK IS LEVEL WITH THE HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6631 *********************************************************************** EZ6631 DESIGNATION - WYNNS EZ6631 PID - EZ6631 EZ6631 STATE/COUNTY- NC/WAKE EZ6631 USGS QUAD - RALEIGH EAST (1993) EZ6631 EZ6631 *CURRENT SURVEY CONTROL EZ6631 ___________________________________________________________________ EZ6631* NAD 83(1986)- 35 49 37.82717(N) 078 35 08.05038(W) ADJUSTED EZ6631* NAVD 88 - 86.7 (meters) 284. (feet) VERTCON EZ6631 ___________________________________________________________________ EZ6631 LAPLACE CORR- -7.90 (seconds) DEFLEC99 EZ6631 GEOID HEIGHT- -33.03 (meters) GEOID03 EZ6631 EZ6631 HORZ ORDER - SECOND EZ6631 EZ6631.The North Carolina HARNS have been completed but, EZ6631.due to contractual restrictions, coordinates for these stations EZ6631.will NOT be published in the near future. In the interim, the EZ6631.published coordinates in North Carolina will not be EZ6631.consistent with the Continuously Operating Reference Stations EZ6631.(CORS). The HARN coordinates for these stations are available EZ6631.upon request. Contact Gary Thompson(919-733-3836). EZ6631. EZ6631.In addition, the published North Carolina positions EZ6631.(NAD 83 (1986)) are NOT consistent with those determined in EZ6631.adjacent state readjustments. The discontinuity between stations EZ6631.located in North Carolina and those in adjacent states EZ6631.which have been adjusted to the HARN may be as much as 5 EZ6631.decimeters. This will result in a significant loss of accuracy EZ6631.over lines crossing such state borders. EZ6631 EZ6631 EZ6631.The horizontal coordinates were established by classical geodetic methods EZ6631.and adjusted by the National Geodetic Survey in December 1992. EZ6631 EZ6631.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6631 EZ6631.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6631 EZ6631.The geoid height was determined by GEOID03. EZ6631 EZ6631; North East Units Scale Factor Converg. EZ6631;SPC NC - 230,503.735 647,046.162 MT 0.99992291 +0 14 21.1 EZ6631;SPC NC - 756,244.34 2,122,850.62 sFT 0.99992291 +0 14 21.1 EZ6631;UTM 17 - 3,967,470.616 718,101.172 MT 1.00018619 +1 24 49.8 EZ6631 EZ6631! - Elev Factor x Scale Factor = Combined Factor EZ6631!SPC NC - 0.99999157 x 0.99992291 = 0.99991448 EZ6631!UTM 17 - 0.99999157 x 1.00018619 = 1.00017776 EZ6631 EZ6631 SUPERSEDED SURVEY CONTROL EZ6631 EZ6631 NGVD 29 (12/28/92) 87.0 (m) 285. (f) VERT ANG EZ6631 EZ6631.Superseded values are not recommended for survey control. EZ6631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6631.See file dsdata.txt to determine how the superseded data were derived. EZ6631 EZ6631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1810167471(NAD 83) EZ6631_MARKER: DH = HORIZONTAL CONTROL DISK EZ6631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6631_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ6631_STAMPING: WYNNS 1984 EZ6631_MARK LOGO: NCGS EZ6631_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT EZ6631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6631+STABILITY: SURFACE MOTION EZ6631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ6631+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1999 EZ6631 EZ6631 HISTORY - Date Condition Report By EZ6631 HISTORY - 1984 MONUMENTED NCGS EZ6631 HISTORY - 19871013 GOOD NCGS EZ6631 HISTORY - 19990608 GOOD NCGS EZ6631 EZ6631 STATION DESCRIPTION EZ6631 EZ6631'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1984 (ACD) EZ6631'THE STATION IS LOCATED ABOUT 6.9 KM (4.3 MI) NORTHEAST OF THE EZ6631'CAPITOL SQUARE IN RALEIGH. EZ6631' EZ6631'ALONG US 1 AND US 401 (NORTH BOULEVARD) FOR 2.25 KM (1.4 MI) EZ6631'NORTHEAST OF THE UNDERPASS OF US 1-US 70, OR 0.25 KM (0.15 MI) SOUTH EZ6631'OF THE BUFFALO ROAD INTERSECTION. EZ6631' EZ6631'THE STATION IS A STANDARD NCGS DISK STAMPED---WYNNS 1984---, EZ6631'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT EZ6631'25 CM IN DIAMETER FLUSH WITH GROUND. LOCATED EZ6631'14.3 METERS (46.9 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE EZ6631'NORTHBOUND LANES, EZ6631'6.1 METERS (20.1 FT) EAST-NORTHEAST OF THE NORTH END OF THE DRIVEWAY EZ6631'CULVERT TO NC MOBILE HOME LOT, EZ6631'11.3 METERS (37.0 FT) NORTHWEST OF A METER ON A POLE WITH A LARGE EZ6631'SIGN, 4.5 METERS (14.9 FT) SOUTH-SOUTHWEST OF A TELEPHONE POLE WITH EZ6631'A REFERENCE TAG, AND 2.5 METERS (8.2 FT) NORTH OF A RIGHT-OF-WAY EZ6631'MARKER. EZ6631' EZ6631'MARK IS 2 FT ABOVE HIGHWAY. EZ6631 EZ6631 STATION RECOVERY (1987) EZ6631 EZ6631'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ6631'RECOVERED AS DESCRIBED. NC MOBILE HOME LOT NAME HAS CHANGED EZ6631'TO--FREEDOM HOMES--. ORIGINAL REFERENCE TO RIGHT-OF-WAY MARKER IS NO EZ6631'LONGER VALID. EZ6631 EZ6631 STATION RECOVERY (1999) EZ6631 EZ6631'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1999 (WLL) EZ6631'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGES. STATION IS EZ6631'ABOUT 1-FT HIGHER THAN US 1 NORTHBOUND AND IS RECESSED 3 INCHES BELOW EZ6631'THE GROUND. THE MOBILE HOME LOT IS NOW A VACANT LOT WITH CHAIN-LINK EZ6631'FENCE ALL AROUND. LOCATED 5.9 FT (1.8 M) EAST-SOUTHEAST OF THE EASTERN EZ6631'EDGE OF A CONCRETE SIDEWALK, 7.5 FT (2.3 M) NORTH OF THE NORTHERN EZ6631'CORNER OF THE CHAIN-LINK FENCE, AND 14.9 FT (4.5 M) SOUTH-SOUTHWEST OF EZ6631'A TELEPHONE POLE (70 AB06 BK), 4.9 FT (1.5 M) NORTHWEST OF SERVICE EZ6631'POLE (RA460) WITH 3 GUY WIRES, BOTH POLES WITH REFERENCE TAGS. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ6694 *********************************************************************** EZ6694 DESIGNATION - X ROADS EZ6694 PID - EZ6694 EZ6694 STATE/COUNTY- NC/WAKE EZ6694 USGS QUAD - FUQUAY-VARINA (1993) EZ6694 EZ6694 *CURRENT SURVEY CONTROL EZ6694 ___________________________________________________________________ EZ6694* NAD 83(1986)- 35 34 13.91927(N) 078 46 17.26005(W) ADJUSTED EZ6694* NAVD 88 - 127.0 (meters) 417. (feet) VERTCON EZ6694 ___________________________________________________________________ EZ6694 LAPLACE CORR- -4.51 (seconds) DEFLEC99 EZ6694 GEOID HEIGHT- -32.81 (meters) GEOID03 EZ6694 EZ6694 HORZ ORDER - SECOND EZ6694 EZ6694.The North Carolina HARNS have been completed but, EZ6694.due to contractual restrictions, coordinates for these stations EZ6694.will NOT be published in the near future. In the interim, the EZ6694.published coordinates in North Carolina will not be EZ6694.consistent with the Continuously Operating Reference Stations EZ6694.(CORS). The HARN coordinates for these stations are available EZ6694.upon request. Contact Gary Thompson(919-733-3836). EZ6694. EZ6694.In addition, the published North Carolina positions EZ6694.(NAD 83 (1986)) are NOT consistent with those determined in EZ6694.adjacent state readjustments. The discontinuity between stations EZ6694.located in North Carolina and those in adjacent states EZ6694.which have been adjusted to the HARN may be as much as 5 EZ6694.decimeters. This will result in a significant loss of accuracy EZ6694.over lines crossing such state borders. EZ6694 EZ6694 EZ6694.The horizontal coordinates were established by classical geodetic methods EZ6694.and adjusted by the National Geodetic Survey in March 1993. EZ6694 EZ6694.The NAVD 88 height was computed by applying the VERTCON shift value to EZ6694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ6694 EZ6694.The Laplace correction was computed from DEFLEC99 derived deflections. EZ6694 EZ6694.The geoid height was determined by GEOID03. EZ6694 EZ6694; North East Units Scale Factor Converg. EZ6694;SPC NC - 201,976.949 630,315.933 MT 0.99988802 +0 07 54.9 EZ6694;SPC NC - 662,652.71 2,067,961.52 sFT 0.99988802 +0 07 54.9 EZ6694;UTM 17 - 3,938,601.334 701,952.862 MT 1.00010262 +1 17 48.4 EZ6694 EZ6694! - Elev Factor x Scale Factor = Combined Factor EZ6694!SPC NC - 0.99998522 x 0.99988802 = 0.99987324 EZ6694!UTM 17 - 0.99998522 x 1.00010262 = 1.00008784 EZ6694 EZ6694 SUPERSEDED SURVEY CONTROL EZ6694 EZ6694 NGVD 29 (03/10/93) 127.2 (m) 417. (f) VERT ANG EZ6694 EZ6694.Superseded values are not recommended for survey control. EZ6694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ6694.See file dsdata.txt to determine how the superseded data were derived. EZ6694 EZ6694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0195338601(NAD 83) EZ6694_MARKER: DE = TRAVERSE STATION DISK EZ6694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ6694_SP_SET: CONCRETE POST EZ6694_STAMPING: X ROADS 1983 EZ6694_MARK LOGO: NCGS EZ6694_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT EZ6694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ6694+STABILITY: SURFACE MOTION EZ6694 EZ6694 HISTORY - Date Condition Report By EZ6694 HISTORY - 1983 MONUMENTED NCGS EZ6694 EZ6694 STATION DESCRIPTION EZ6694 EZ6694'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1983 EZ6694'STATION IS LOCATED APPROXIMATELY 3.1 KM (1.9 MI) EAST-SOUTHEAST OF EZ6694'FUQUAY VARINA. EZ6694'PROCEED ALONG US 401, 1.7 KM (1.05 MI) EAST OF THE INTERSECTION WITH EZ6694'NC 55 NORTH, THENCE 2.4 KM (1.5 MI) SOUTH ALONG SR 1301 (PURFOY ROAD) EZ6694'TO SR 2767 (HOLLAND ROAD), IN SOUTHEAST QUADRANT OF THE CROSSROADS, EZ6694'ACROSS ROAD FROM AND ON PROLONGATION OF THE SOUTHWEST SIDE OF A TIN EZ6694'TOBACCO BARN. EZ6694'THE STATION IS A STANDARD NCGS DISK STAMPED---X ROADS 1983---, SET EZ6694'INTO THE TOP OF A ROUND CONCRETE MONUMENT 23 CM IN DIAMETER RECESSED 5 EZ6694'CM BELOW GROUND. LOCATED 11.58 METERS (38.0 FT) SOUTHEAST FROM THE EZ6694'CENTERLINE OF SR 1301, 56.2 METERS (184.5 FT) SOUTH-SOUTHWEST OF EZ6694'CENTERLINE OF CROSSROADS, 17.07 METERS (56.0 FT) EAST-NORTHEAST FROM EZ6694'THE NORTHEAST END OF CULVERT OF FIELD ROAD, 27.2 METERS (89.4 FT) EZ6694'NORTH-NORTHWEST OF NORTHEAST CORNER OF A LOG TOBACCO BARN, AND 2.53 EZ6694'METERS (8.3 FT) SOUTHEAST FROM A CEDAR POLE WITH POWER LINES, 13.20 EZ6694'METERS (43.3 FT) NORTHWEST FROM A 20 INCH SYCAMORE, 17.50 METERS EZ6694'(57.4 FT) SOUTHWEST FROM A 15 INCH OAK, ALL WITH REFERENCE TAGS. EZ6694'STATION IS 0.9 M (3.0 FT) ABOVE THE LEVEL OF HIGHWAY. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1925 *********************************************************************** EZ1925 DESIGNATION - Y 217 EZ1925 PID - EZ1925 EZ1925 STATE/COUNTY- NC/WAKE EZ1925 USGS QUAD - RALEIGH EAST (1993) EZ1925 EZ1925 *CURRENT SURVEY CONTROL EZ1925 ___________________________________________________________________ EZ1925* NAD 83(1986)- 35 52 16.57801(N) 078 34 50.28404(W) ADJUSTED EZ1925* NAVD 88 - 94.618 (meters) 310.43 (feet) ADJUSTED EZ1925 ___________________________________________________________________ EZ1925 LAPLACE CORR- -7.85 (seconds) DEFLEC99 EZ1925 GEOID HEIGHT- -32.93 (meters) GEOID03 EZ1925 DYNAMIC HT - 94.537 (meters) 310.16 (feet) COMP EZ1925 MODELED GRAV- 979,775.0 (mgal) NAVD 88 EZ1925 OBS GRAVITY - 979,780.4 (mgal) GRAV_OBS EZ1925 EZ1925 HORZ ORDER - SECOND EZ1925 VERT ORDER - FIRST CLASS II EZ1925 EZ1925.The North Carolina HARNS have been completed but, EZ1925.due to contractual restrictions, coordinates for these stations EZ1925.will NOT be published in the near future. In the interim, the EZ1925.published coordinates in North Carolina will not be EZ1925.consistent with the Continuously Operating Reference Stations EZ1925.(CORS). The HARN coordinates for these stations are available EZ1925.upon request. Contact Gary Thompson(919-733-3836). EZ1925. EZ1925.In addition, the published North Carolina positions EZ1925.(NAD 83 (1986)) are NOT consistent with those determined in EZ1925.adjacent state readjustments. The discontinuity between stations EZ1925.located in North Carolina and those in adjacent states EZ1925.which have been adjusted to the HARN may be as much as 5 EZ1925.decimeters. This will result in a significant loss of accuracy EZ1925.over lines crossing such state borders. EZ1925 EZ1925 EZ1925.The horizontal coordinates were established by classical geodetic methods EZ1925.and adjusted by the National Geodetic Survey in February 1998. EZ1925 EZ1925.The orthometric height was determined by differential leveling EZ1925.and adjusted by the National Geodetic Survey in June 1991. EZ1925 EZ1925.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1925 EZ1925.The geoid height was determined by GEOID03. EZ1925 EZ1925.The dynamic height is computed by dividing the NAVD 88 EZ1925.geopotential number by the normal gravity value computed on the EZ1925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1925.degrees latitude (g = 980.6199 gals.). EZ1925 EZ1925.The modeled gravity was interpolated from observed gravity values. EZ1925.The observed gravity was obtained from relative gravimeter ties EZ1925.to the IGSN71 gravity network. EZ1925 EZ1925; North East Units Scale Factor Converg. EZ1925;SPC NC - 235,398.092 647,471.390 MT 0.99993093 +0 14 31.4 EZ1925;SPC NC - 772,301.91 2,124,245.72 sFT 0.99993093 +0 14 31.4 EZ1925;UTM 17 - 3,972,373.942 718,425.997 MT 1.00018793 +1 25 05.6 EZ1925 EZ1925! - Elev Factor x Scale Factor = Combined Factor EZ1925!SPC NC - 0.99999032 x 0.99993093 = 0.99992125 EZ1925!UTM 17 - 0.99999032 x 1.00018793 = 1.00017825 EZ1925 EZ1925 SUPERSEDED SURVEY CONTROL EZ1925 EZ1925 NGVD 29 (03/05/92) 94.893 (m) 311.33 (f) ADJUSTED 1 2 EZ1925 EZ1925.Superseded values are not recommended for survey control. EZ1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1925.See file dsdata.txt to determine how the superseded data were derived. EZ1925 EZ1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1842672374(NAD 83) EZ1925_MARKER: DB = BENCH MARK DISK EZ1925_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) EZ1925_SP_SET: STAINLESS STEEL ROD EZ1925_STAMPING: Y 217 1980 EZ1925_MARK LOGO: NGS EZ1925_PROJECTION: FLUSH EZ1925_MAGNETIC: N = NO MAGNETIC MATERIAL EZ1925_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD EZ1925+STABILITY: POSITION/ELEVATION WELL EZ1925_ROD/PIPE-DEPTH: 4.57 meters EZ1925 EZ1925 HISTORY - Date Condition Report By EZ1925 HISTORY - 1980 MONUMENTED NGS EZ1925 HISTORY - 1985 GOOD USPSQD EZ1925 HISTORY - 19871030 GOOD NCGS EZ1925 EZ1925 STATION DESCRIPTION EZ1925 EZ1925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 EZ1925'2.0 MI NE FROM MILLBROOK. EZ1925'AT INTERSECTION OF SR 2030 (OLD WAKE FOREST ROAD) WITH U.S. 1 NORTH EZ1925'OF RALEIGH, ON NORTHWEST SIDE OF HIGHWAY AND HIGHWAY SECURITY EZ1925'FENCE, AT AN ANGLE IN FENCE, APPROXIMATELY 300 FEET EAST OF THE EZ1925'WEST END, AND APPROXIMATELY 300 FEET SOUTH OF FRONT ENTRANCE TO EZ1925'THE PLANTATION INN RESTAURANT, 134.6 FEET SOUTHEAST OF CENTERLINE EZ1925'OF SERVICE ROAD, 131.0 FEET SOUTH OF POWER POLE WITH REFERENCE EZ1925'TAG AND 1.1 FEET NORTHWEST OF FENCE CORNER. THE DATUM POINT IS A EZ1925'STEEL KNOB ON TOP OF A ROD 4 INCHES BELOW A STANDARD NATIONAL EZ1925'GEODETIC SURVEY LOGO FLANGE WITH ACCESS COVER. EZ1925'THE MARK IS 0.6 FT SW FROM A WITNESS POST. EZ1925'THE MARK IS 2 FT BELOW HIGHWAY. EZ1925 EZ1925 STATION RECOVERY (1985) EZ1925 EZ1925'RECOVERY NOTE BY US POWER SQUADRON 1985 EZ1925'RECOVERED IN GOOD CONDITION. EZ1925 EZ1925 STATION RECOVERY (1987) EZ1925 EZ1925'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1987 (EWB) EZ1925'RECOVERED AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0811 *********************************************************************** EZ0811 DESIGNATION - Y 92 EZ0811 PID - EZ0811 EZ0811 STATE/COUNTY- NC/WAKE EZ0811 USGS QUAD - FUQUAY-VARINA (1993) EZ0811 EZ0811 *CURRENT SURVEY CONTROL EZ0811 ___________________________________________________________________ EZ0811* NAD 83(1986)- 35 35 25.87745(N) 078 47 24.87841(W) ADJUSTED EZ0811* NAVD 88 - 127.858 (meters) 419.48 (feet) ADJUSTED EZ0811 ___________________________________________________________________ EZ0811 LAPLACE CORR- -4.71 (seconds) DEFLEC99 EZ0811 GEOID HEIGHT- -32.72 (meters) GEOID03 EZ0811 DYNAMIC HT - 127.745 (meters) 419.11 (feet) COMP EZ0811 MODELED GRAV- 979,749.6 (mgal) NAVD 88 EZ0811 EZ0811 HORZ ORDER - SECOND EZ0811 VERT ORDER - SECOND CLASS 0 EZ0811 EZ0811.The North Carolina HARNS have been completed but, EZ0811.due to contractual restrictions, coordinates for these stations EZ0811.will NOT be published in the near future. In the interim, the EZ0811.published coordinates in North Carolina will not be EZ0811.consistent with the Continuously Operating Reference Stations EZ0811.(CORS). The HARN coordinates for these stations are available EZ0811.upon request. Contact Gary Thompson(919-733-3836). EZ0811. EZ0811.In addition, the published North Carolina positions EZ0811.(NAD 83 (1986)) are NOT consistent with those determined in EZ0811.adjacent state readjustments. The discontinuity between stations EZ0811.located in North Carolina and those in adjacent states EZ0811.which have been adjusted to the HARN may be as much as 5 EZ0811.decimeters. This will result in a significant loss of accuracy EZ0811.over lines crossing such state borders. EZ0811 EZ0811 EZ0811.The horizontal coordinates were established by classical geodetic methods EZ0811.and adjusted by the National Geodetic Survey in March 1993. EZ0811.No horizontal observational check was made to the station. EZ0811 EZ0811.The orthometric height was determined by differential leveling EZ0811.and adjusted by the National Geodetic Survey in June 1991. EZ0811 EZ0811.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0811 EZ0811.The geoid height was determined by GEOID03. EZ0811 EZ0811.The dynamic height is computed by dividing the NAVD 88 EZ0811.geopotential number by the normal gravity value computed on the EZ0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0811.degrees latitude (g = 980.6199 gals.). EZ0811 EZ0811.The modeled gravity was interpolated from observed gravity values. EZ0811 EZ0811; North East Units Scale Factor Converg. EZ0811;SPC NC - 204,190.675 628,608.774 MT 0.99989002 +0 07 15.8 EZ0811;SPC NC - 669,915.57 2,062,360.62 sFT 0.99989002 +0 07 15.8 EZ0811;UTM 17 - 3,940,780.345 700,200.675 MT 1.00009393 +1 17 11.3 EZ0811 EZ0811! - Elev Factor x Scale Factor = Combined Factor EZ0811!SPC NC - 0.99998507 x 0.99989002 = 0.99987509 EZ0811!UTM 17 - 0.99998507 x 1.00009393 = 1.00007900 EZ0811 EZ0811 SUPERSEDED SURVEY CONTROL EZ0811 EZ0811 NGVD 29 (??/??/92) 128.123 (m) 420.35 (f) ADJ UNCH 2 0 EZ0811 EZ0811.Superseded values are not recommended for survey control. EZ0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0811.See file dsdata.txt to determine how the superseded data were derived. EZ0811 EZ0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0020140780(NAD 83) EZ0811_MARKER: DB = BENCH MARK DISK EZ0811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0811_SP_SET: CONCRETE POST EZ0811_STAMPING: Y 92 1935 EZ0811_MARK LOGO: CGS EZ0811_MAGNETIC: N = NO MAGNETIC MATERIAL EZ0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0811+STABILITY: SURFACE MOTION EZ0811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ0811+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2004 EZ0811 EZ0811 HISTORY - Date Condition Report By EZ0811 HISTORY - 1935 MONUMENTED CGS EZ0811 HISTORY - 1964 MARK NOT FOUND NGS EZ0811 HISTORY - 1973 GOOD NGS EZ0811 HISTORY - 1976 GOOD NGS EZ0811 HISTORY - 19830101 GOOD NCGS EZ0811 HISTORY - 20041106 GOOD GEOCAC EZ0811 EZ0811 STATION DESCRIPTION EZ0811 EZ0811'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 EZ0811'0.2 MI SE FROM VARINA. EZ0811'Y-92 IS LOCATED ABOUT 0.25 MILE SOUTHEAST OF THE DURHAM AND SOUTHERN EZ0811'RAILWAY DEPOT AT VARINA, 8 TELEGRAPH POLES SOUTHEAST OF CROSSING EZ0811'WITH THE NORFOLK SOUTHERN RAILROAD, 69 YARDS NORTHWEST OF CENTERLINE EZ0811'INTERSECTION OF A DIM ROAD WITH THE RAILROAD, 67 YARDS SOUTHEAST EZ0811'OF SOUTHEAST WALL OF A BRICK BUILDING, 28.7 FEET SOUTHWEST OF EZ0811'SOUTHWEST RAIL OF THE TRACK, 5 FEET NORTHWEST OF A TELEGRAPH EZ0811'POLE. STANDARD TABLET SET IN TOP OF CONCRETE POST 4 INCHES HIGH, EZ0811'STAMPED Y 92 1935 EZ0811 EZ0811 STATION RECOVERY (1964) EZ0811 EZ0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964 EZ0811'LOCATED ABOUT 0.25 MILE SOUTHEAST OF THE DURHAM AND SOUTHERN RAILWAY EZ0811'DEPOT AT VARINA. 8 TELEGRAPH POLES SOUTHEAST OF CROSSING WITH THE EZ0811'NORFOLK SOUTHERN RAILROAD. 69 YARDS NORTHWEST OF CENTERLINE EZ0811'INTERSECTION OF A DIM ROAD WITH THE RAILROAD. 67 YARDS SOUTHEAST OF EZ0811'SOUTHEAST WALL OF A BRICK BUILDING. 28.7 FEET SOUTHWEST OF SOUTHWEST EZ0811'RAIL OF THE TRACK. 5 FEET NORTHWEST OF A TELEGRAPH POLE. STANDARD EZ0811'DISK SET IN TOP OF CONCRETE POST 4 INCHES HIGH, STAMPED Y 92 1935. EZ0811 EZ0811 STATION RECOVERY (1973) EZ0811 EZ0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 EZ0811'RECOVERED IN GOOD CONDITION. EZ0811 EZ0811 STATION RECOVERY (1976) EZ0811 EZ0811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 EZ0811'RECOVERED IN GOOD CONDITION. EZ0811 EZ0811 STATION RECOVERY (1983) EZ0811 EZ0811'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1983 EZ0811'THE STATION WAS RECOVERED AT THIS DATE. LOCATED 3.35 M (11.0 FT) EZ0811'SOUTHWEST OF THE CENTERLINE OF A FIELD ROAD. MARK IS IN GOOD EZ0811'CONDITION. EZ0811 EZ0811 STATION RECOVERY (2004) EZ0811 EZ0811'RECOVERY NOTE BY GEOCACHING 2004 (PFF) EZ0811'RECOVERED IN GOOD CONDITION. 59.7 FT NW (320 DEG MAG) FROM MANHOLE EZ0811'COVER. 237 FT SE (120 DEG MAG) FROM SE CORNER OF ABANDONED BRICK EZ0811'BUILDING. ON A 1-FOOT BANK, JUST WEST OF DIRT ROAD, AT EDGE OF CLEARED EZ0811'FIELD. APPROX 81 FT SW (220 DEG MAG) FROM PP NUMBER B-370 (WITH THREE EZ0811'TRANSFORMERS) BEHIND SHOPPING CENTER. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0829 *********************************************************************** EZ0829 DESIGNATION - YOUNG EZ0829 PID - EZ0829 EZ0829 STATE/COUNTY- NC/WAKE EZ0829 USGS QUAD - WAKE FOREST (1987) EZ0829 EZ0829 *CURRENT SURVEY CONTROL EZ0829 ___________________________________________________________________ EZ0829* NAD 83(1986)- 35 57 03.11449(N) 078 34 16.12916(W) ADJUSTED EZ0829* NAVD 88 - 120.305 (meters) 394.70 (feet) ADJUSTED EZ0829 ___________________________________________________________________ EZ0829 LAPLACE CORR- -6.94 (seconds) DEFLEC99 EZ0829 GEOID HEIGHT- -32.74 (meters) GEOID03 EZ0829 DYNAMIC HT - 120.203 (meters) 394.37 (feet) COMP EZ0829 MODELED GRAV- 979,783.6 (mgal) NAVD 88 EZ0829 EZ0829 HORZ ORDER - SECOND EZ0829 VERT ORDER - SECOND CLASS 0 EZ0829 EZ0829.The North Carolina HARNS have been completed but, EZ0829.due to contractual restrictions, coordinates for these stations EZ0829.will NOT be published in the near future. In the interim, the EZ0829.published coordinates in North Carolina will not be EZ0829.consistent with the Continuously Operating Reference Stations EZ0829.(CORS). The HARN coordinates for these stations are available EZ0829.upon request. Contact Gary Thompson(919-733-3836). EZ0829. EZ0829.In addition, the published North Carolina positions EZ0829.(NAD 83 (1986)) are NOT consistent with those determined in EZ0829.adjacent state readjustments. The discontinuity between stations EZ0829.located in North Carolina and those in adjacent states EZ0829.which have been adjusted to the HARN may be as much as 5 EZ0829.decimeters. This will result in a significant loss of accuracy EZ0829.over lines crossing such state borders. EZ0829 EZ0829 EZ0829.The horizontal coordinates were established by classical geodetic methods EZ0829.and adjusted by the National Geodetic Survey in July 1986. EZ0829 EZ0829.The orthometric height was determined by differential leveling EZ0829.and adjusted by the National Geodetic Survey in June 1991. EZ0829 EZ0829.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0829 EZ0829.The geoid height was determined by GEOID03. EZ0829 EZ0829.The dynamic height is computed by dividing the NAVD 88 EZ0829.geopotential number by the normal gravity value computed on the EZ0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0829.degrees latitude (g = 980.6199 gals.). EZ0829 EZ0829.The modeled gravity was interpolated from observed gravity values. EZ0829 EZ0829; North East Units Scale Factor Converg. EZ0829;SPC NC - 244,232.610 648,289.986 MT 0.99994691 +0 14 51.1 EZ0829;SPC NC - 801,286.49 2,126,931.40 sFT 0.99994691 +0 14 51.1 EZ0829;UTM 17 - 3,981,225.637 719,063.018 MT 1.00019135 +1 25 35.5 EZ0829 EZ0829! - Elev Factor x Scale Factor = Combined Factor EZ0829!SPC NC - 0.99998626 x 0.99994691 = 0.99993317 EZ0829!UTM 17 - 0.99998626 x 1.00019135 = 1.00017760 EZ0829 EZ0829: Primary Azimuth Mark Grid Az EZ0829:SPC NC - FALLS CE MICROWAVE 210 56 10.1 EZ0829:UTM 17 - FALLS CE MICROWAVE 209 45 25.7 EZ0829 EZ0829|---------------------------------------------------------------------| EZ0829| PID Reference Object Distance Geod. Az | EZ0829| dddmmss.s | EZ0829| EZ5010 OAKLEY 238.833 METERS 12059 | EZ0829| EZ5008 FALLS CE MICROWAVE APPROX. 3.2 KM 2111101.2 | EZ0829|---------------------------------------------------------------------| EZ0829 EZ0829 SUPERSEDED SURVEY CONTROL EZ0829 EZ0829 NAD 27 - 35 57 02.58092(N) 078 34 17.11994(W) AD( ) 2 EZ0829 NGVD 29 (??/??/92) 120.578 (m) 395.60 (f) ADJ UNCH 2 0 EZ0829 EZ0829.Superseded values are not recommended for survey control. EZ0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0829.See file dsdata.txt to determine how the superseded data were derived. EZ0829 EZ0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1906381226(NAD 83) EZ0829_MARKER: DE = TRAVERSE STATION DISK EZ0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0829_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EZ0829_STAMPING: YOUNG 1970 EZ0829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ0829_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ0829+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2004 EZ0829 EZ0829 HISTORY - Date Condition Report By EZ0829 HISTORY - 1970 MONUMENTED NCGS EZ0829 HISTORY - 1972 GOOD NCGS EZ0829 HISTORY - 20041122 GOOD USPSQD EZ0829 EZ0829 STATION DESCRIPTION EZ0829 EZ0829'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ0829'YOUNG IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0829'VICINITY OF NORTHWEST WAKE COUNTY. EZ0829' EZ0829'YOUNG IS LOCATED APPROXIMATELY 4.0 MILES SOUTHWEST OF WAKE FOREST AND EZ0829'0.85 MILE NORTH OF FALLS. TO REACH STATION PROCEED FROM EZ0829'INTERSECTION OF US 1 AND NC 98, GO WEST ON NC 98 FOR 1.35 MILES TO EZ0829'INTERSECTION OF NC 98 AND SR 2000, TURN LEFT ON SR 2000 AND GO 1.4 EZ0829'MILES TO LANE LEADING TO YOUNGS CABINET SHOP. STATION IS ON EZ0829'NORTH SIDE OF LANE NEAR SOUTHEAST CORNER OF MR. YOUNGS HOME. EZ0829' EZ0829'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED EZ0829'YOUNG 1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH EZ0829'IS FLUSH WITH THE SURFACE OF THE GROUND. EZ0829' EZ0829'MARK IS-- EZ0829'105.3 FEET WNW OF C/L OF SR 2000. EZ0829'71.7 FEET NW OF ALUMINUM REF. TAG ON PP. EZ0829'14.2 FEET NNE OF C/L OF DRIVEWAY. EZ0829'44.6 FEET E OF ALUMINUM REF. TAG ON PP. EZ0829'22.0 FEET SE OF SE CORNER OF HOUSE. EZ0829'29.0 FEET S OF SE CORNER OF STEPS. EZ0829 EZ0829 STATION RECOVERY (1972) EZ0829 EZ0829'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0829'0.8 MI N FROM FALLS. EZ0829'STATION IS 0.85 MI. N OF FALLS AND 4.0 MI. SW OF WAKE FOREST. EZ0829'STATION IS ON NC 98 1.35 MI. TO INTERSECTION OF NC 98 AND SR 2000, EZ0829'GO LEFT ON SR 2000 FOR 1.4 MILES TO LANE LEADING TO YOUNGS CABINET EZ0829'SHOP. STATION IS N SIDE OF LANE NEAR SE CORNER OF MR. YOUNGS HOME, EZ0829'105.3 FT WNW OF C/L OF SR 2000, 71.7 FT NW OF ALUM. REF. TAG ON EZ0829'PP, 14.2 FT NNE OF C/L OF DRIVEWAY, 44.6 FT E OF ALUM. REF. TAG EZ0829'ON PP AND 22.0 FT SE OF SE CORNER OF HOUSE. STATION IS FLUSH EZ0829'WITH GROUND. EZ0829 EZ0829 STATION RECOVERY (2004) EZ0829 EZ0829'RECOVERY NOTE BY US POWER SQUADRON 2004 (JVV) EZ0829'RECOVERED AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ0834 *********************************************************************** EZ0834 DESIGNATION - ZEB EZ0834 PID - EZ0834 EZ0834 STATE/COUNTY- NC/WAKE EZ0834 USGS QUAD - WAKE FOREST (1987) EZ0834 EZ0834 *CURRENT SURVEY CONTROL EZ0834 ___________________________________________________________________ EZ0834* NAD 83(1986)- 35 55 42.10161(N) 078 35 13.54007(W) ADJUSTED EZ0834* NAVD 88 - 114.741 (meters) 376.45 (feet) ADJUSTED EZ0834 ___________________________________________________________________ EZ0834 LAPLACE CORR- -7.25 (seconds) DEFLEC99 EZ0834 GEOID HEIGHT- -32.74 (meters) GEOID03 EZ0834 DYNAMIC HT - 114.643 (meters) 376.12 (feet) COMP EZ0834 MODELED GRAV- 979,781.7 (mgal) NAVD 88 EZ0834 EZ0834 HORZ ORDER - SECOND EZ0834 VERT ORDER - SECOND CLASS 0 EZ0834 EZ0834.The North Carolina HARNS have been completed but, EZ0834.due to contractual restrictions, coordinates for these stations EZ0834.will NOT be published in the near future. In the interim, the EZ0834.published coordinates in North Carolina will not be EZ0834.consistent with the Continuously Operating Reference Stations EZ0834.(CORS). The HARN coordinates for these stations are available EZ0834.upon request. Contact Gary Thompson(919-733-3836). EZ0834. EZ0834.In addition, the published North Carolina positions EZ0834.(NAD 83 (1986)) are NOT consistent with those determined in EZ0834.adjacent state readjustments. The discontinuity between stations EZ0834.located in North Carolina and those in adjacent states EZ0834.which have been adjusted to the HARN may be as much as 5 EZ0834.decimeters. This will result in a significant loss of accuracy EZ0834.over lines crossing such state borders. EZ0834 EZ0834 EZ0834.The horizontal coordinates were established by classical geodetic methods EZ0834.and adjusted by the National Geodetic Survey in July 1986. EZ0834 EZ0834.The orthometric height was determined by differential leveling EZ0834.and adjusted by the National Geodetic Survey in June 1991. EZ0834 EZ0834.The Laplace correction was computed from DEFLEC99 derived deflections. EZ0834 EZ0834.The geoid height was determined by GEOID03. EZ0834 EZ0834.The dynamic height is computed by dividing the NAVD 88 EZ0834.geopotential number by the normal gravity value computed on the EZ0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ0834.degrees latitude (g = 980.6199 gals.). EZ0834 EZ0834.The modeled gravity was interpolated from observed gravity values. EZ0834 EZ0834; North East Units Scale Factor Converg. EZ0834;SPC NC - 241,729.721 646,861.686 MT 0.99994220 +0 14 17.9 EZ0834;SPC NC - 793,074.93 2,122,245.38 sFT 0.99994220 +0 14 17.9 EZ0834;UTM 17 - 3,978,693.285 717,686.164 MT 1.00018394 +1 24 59.0 EZ0834 EZ0834! - Elev Factor x Scale Factor = Combined Factor EZ0834!SPC NC - 0.99998713 x 0.99994220 = 0.99992933 EZ0834!UTM 17 - 0.99998713 x 1.00018394 = 1.00017107 EZ0834 EZ0834: Primary Azimuth Mark Grid Az EZ0834:SPC NC - HARVELL 049 06 34.1 EZ0834:UTM 17 - HARVELL 047 55 53.0 EZ0834 EZ0834|---------------------------------------------------------------------| EZ0834| PID Reference Object Distance Geod. Az | EZ0834| dddmmss.s | EZ0834| EZ0833 HARVELL 489.033 METERS 0492052.0 | EZ0834| EZ0835 ALSTON 305.894 METERS 19152 | EZ0834|---------------------------------------------------------------------| EZ0834 EZ0834 SUPERSEDED SURVEY CONTROL EZ0834 EZ0834 NAD 27 - 35 55 41.56781(N) 078 35 14.52865(W) AD( ) 2 EZ0834 NGVD 29 (??/??/92) 115.016 (m) 377.35 (f) ADJ UNCH 2 0 EZ0834 EZ0834.Superseded values are not recommended for survey control. EZ0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ0834.See file dsdata.txt to determine how the superseded data were derived. EZ0834 EZ0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV1768678693(NAD 83) EZ0834_MARKER: DE = TRAVERSE STATION DISK EZ0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ0834_SP_SET: CONCRETE POST EZ0834_STAMPING: ZEB 1970 EZ0834_MARK LOGO: NCGS EZ0834_MAGNETIC: N = NO MAGNETIC MATERIAL EZ0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ0834+STABILITY: SURFACE MOTION EZ0834 EZ0834 HISTORY - Date Condition Report By EZ0834 HISTORY - 1970 MONUMENTED NCGS EZ0834 HISTORY - 1972 GOOD NCGS EZ0834 HISTORY - 1985 GOOD NCGS EZ0834 HISTORY - 1985 GOOD NCGS EZ0834 EZ0834 STATION DESCRIPTION EZ0834 EZ0834'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1970 (EM) EZ0834'ZEB IS A N.C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED IN THE EZ0834'VICINITY OF NORTHWEST WAKE COUNTY. EZ0834' EZ0834'ZEB IS LOCATED APPROXIMATELY 0.9 MILE SOUTH OF FALLS. TO REACH EZ0834'STATION PROCEED FROM INTERSECTION OF SR 2000 AND SR 2002 IN EZ0834'COMMUNITY OF FALLS, GO SOUTH ON SR 2000 FOR 1.05 MILES TO STATION EZ0834'ON RIGHT, IN SOUTHEAST CORNER OF YARD OWNED BY MR. STRICKLAND, AND EZ0834'0.2 MILE NORTH OF INTERSECTION OF SR 2000 AND SR 2011. EZ0834' EZ0834'STATION MARK IS A STANDARD N.C. BRASS TRAVERSE DISK, STAMPED ZEB EZ0834'1970, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF WHICH IS 2 EZ0834'INCHES BELOW THE SURFACE OF THE GROUND. EZ0834' EZ0834'MARK IS-- EZ0834'27.8 FEET W OF C/L OF SR 2000. EZ0834'40.5 FEET S OF ALUMINUM REF. TAG ON PP. EZ0834'88.2 FEET NNE OF ALUMINUM REF. TAG ON PP. EZ0834'40.4 FEET NNE OF C/L OF DRIVEWAY. EZ0834'31.7 FEET N OF TOP OF N END OF 10 INCH CONCRETE CULVERT. EZ0834'52.1 FEET N OF TOP OF S END OF 10 INCH CONCRETE CULVERT. EZ0834 EZ0834 STATION RECOVERY (1972) EZ0834 EZ0834'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1972 EZ0834'0.9 MI S FROM FALLS. EZ0834'FROM INTERSECTION OF SR 2000 AND SR 2002, GO S ON SR 2000 FOR 1.05 EZ0834'MILES TO STATION ON RIGHT, IN SE CORNER OF YARD OWNED BY MR. EZ0834'STRICKLAND, AND 0.2 MILE NORTH OF INTERSECTION OF SR 2000 AND SR EZ0834'2011, 27.8 FT W OF C/L OF SR 2000, 40.5 FT S OF ALUM. REF. TAG EZ0834'ON PP, 88.2 FT NNE OF ALUM. REF. TAG ON PP AND 40.4 FT NNE OF EZ0834'C/L OF DRIVEWAY. STATION IS 2 INCHES BELOW GROUND. EZ0834 EZ0834 STATION RECOVERY (1985) EZ0834 EZ0834'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 (ACD) EZ0834'THE STATION WAS RECOVERED AT THIS DATE. EZ0834'STATION IS IN GOOD CONDITION AS DESCRIBED EXCEPT FOR FOLLOWING EZ0834'CORRECTION. DELETE REFERENCE TO 88.2 FEET NORTH-NORTHWEST OF POWER EZ0834'POLE WITH REFERENCE TAG. EZ0834' EZ0834'NCGS EZ0834 EZ0834 STATION RECOVERY (1985) EZ0834 EZ0834'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1985 EZ0834'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ2382 *********************************************************************** EZ2382 DESIGNATION - ZEBULON EZ2382 PID - EZ2382 EZ2382 STATE/COUNTY- NC/WAKE EZ2382 USGS QUAD - ZEBULON (1981) EZ2382 EZ2382 *CURRENT SURVEY CONTROL EZ2382 ___________________________________________________________________ EZ2382* NAD 83(1986)- 35 49 15.22994(N) 078 19 19.85439(W) ADJUSTED EZ2382* NAVD 88 - 105.697 (meters) 346.77 (feet) ADJUSTED EZ2382 ___________________________________________________________________ EZ2382 LAPLACE CORR- -3.81 (seconds) DEFLEC99 EZ2382 GEOID HEIGHT- -34.02 (meters) GEOID03 EZ2382 DYNAMIC HT - 105.603 (meters) 346.47 (feet) COMP EZ2382 MODELED GRAV- 979,749.0 (mgal) NAVD 88 EZ2382 EZ2382 HORZ ORDER - SECOND EZ2382 VERT ORDER - SECOND CLASS II EZ2382 EZ2382.The North Carolina HARNS have been completed but, EZ2382.due to contractual restrictions, coordinates for these stations EZ2382.will NOT be published in the near future. In the interim, the EZ2382.published coordinates in North Carolina will not be EZ2382.consistent with the Continuously Operating Reference Stations EZ2382.(CORS). The HARN coordinates for these stations are available EZ2382.upon request. Contact Gary Thompson(919-733-3836). EZ2382. EZ2382.In addition, the published North Carolina positions EZ2382.(NAD 83 (1986)) are NOT consistent with those determined in EZ2382.adjacent state readjustments. The discontinuity between stations EZ2382.located in North Carolina and those in adjacent states EZ2382.which have been adjusted to the HARN may be as much as 5 EZ2382.decimeters. This will result in a significant loss of accuracy EZ2382.over lines crossing such state borders. EZ2382 EZ2382 EZ2382.The horizontal coordinates were established by classical geodetic methods EZ2382.and adjusted by the National Geodetic Survey in July 1986. EZ2382 EZ2382.The orthometric height was determined by differential leveling EZ2382.and adjusted by the National Geodetic Survey in June 1991. EZ2382 EZ2382.The Laplace correction was computed from DEFLEC99 derived deflections. EZ2382 EZ2382.The geoid height was determined by GEOID03. EZ2382 EZ2382.The dynamic height is computed by dividing the NAVD 88 EZ2382.geopotential number by the normal gravity value computed on the EZ2382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ2382.degrees latitude (g = 980.6199 gals.). EZ2382 EZ2382.The modeled gravity was interpolated from observed gravity values. EZ2382 EZ2382; North East Units Scale Factor Converg. EZ2382;SPC NC - 229,938.256 670,848.436 MT 0.99992182 +0 23 28.4 EZ2382;SPC NC - 754,389.09 2,200,941.91 sFT 0.99992182 +0 23 28.4 EZ2382;UTM 17 - 3,967,393.610 741,917.899 MT 1.00032122 +1 34 04.7 EZ2382 EZ2382! - Elev Factor x Scale Factor = Combined Factor EZ2382!SPC NC - 0.99998875 x 0.99992182 = 0.99991057 EZ2382!UTM 17 - 0.99998875 x 1.00032122 = 1.00030997 EZ2382 EZ2382: Primary Azimuth Mark Grid Az EZ2382:SPC NC - MEDICAL 238 30 35.2 EZ2382:UTM 17 - MEDICAL 237 19 58.9 EZ2382 EZ2382|---------------------------------------------------------------------| EZ2382| PID Reference Object Distance Geod. Az | EZ2382| dddmmss.s | EZ2382| EZ2383 GANNON 347.304 METERS 05917 | EZ2382| EZ5697 MEDICAL APPROX. 0.5 KM 2385403.6 | EZ2382|---------------------------------------------------------------------| EZ2382 EZ2382 SUPERSEDED SURVEY CONTROL EZ2382 EZ2382 NAD 27 - 35 49 14.67504(N) 078 19 20.85622(W) AD( ) 2 EZ2382 NGVD 29 (??/??/92) 105.980 (m) 347.70 (f) ADJ UNCH 2 2 EZ2382 EZ2382.Superseded values are not recommended for survey control. EZ2382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ2382.See file dsdata.txt to determine how the superseded data were derived. EZ2382 EZ2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4191867394(NAD 83) EZ2382_MARKER: DE = TRAVERSE STATION DISK EZ2382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ2382_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ2382_STAMPING: ZEBULON 1969 EZ2382_MAGNETIC: N = NO MAGNETIC MATERIAL EZ2382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ2382+STABILITY: SURFACE MOTION EZ2382_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EZ2382+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2005 EZ2382 EZ2382 HISTORY - Date Condition Report By EZ2382 HISTORY - 1969 MONUMENTED NCGS EZ2382 HISTORY - 1976 GOOD NCGS EZ2382 HISTORY - 1980 GOOD NCGS EZ2382 HISTORY - 20050425 GOOD USPSQD EZ2382 EZ2382 STATION DESCRIPTION EZ2382 EZ2382'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1969 (EM) EZ2382'ZEBULON IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ2382'IN THE VICINITY OF ZEBULON, NORTH CAROLINA. EZ2382' EZ2382'ZEBULON IS LOCATED APPROXIMATELY 0.5 MILE WEST OF THE CENTER EZ2382'OF ZEBULON. STATION IS AT THE INTERSECTION OF U.S. 64 BUSINESS EZ2382'AND U.S. 64 BYPASS AT THE WEST END OF ZEBULON, NEAR BRICK STEP EZ2382'IN NORTHWEST CORNER OF YARD OWNED BY MR. FINCH, AND EZ2382'APPROXIMATELY 200 FEET EAST OF THRIFTY CAR WASH. EZ2382' EZ2382'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ2382'ZEBULON 1969, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ2382'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ2382' EZ2382'MARK IS EZ2382' EZ2382'24.4 FT SSE OF C/L OF U.S. 64 BUSINESS AT JUNCTION OF U.S. 64 EZ2382'BUSINESS AND BYPASS EZ2382' EZ2382'26.4 FT ENE OF C/L OF W CONCRETE DRIVEWAY TO FINCH RESIDENCE EZ2382' EZ2382'7.8 FT NE OF N EDGE OF TOP STEPS EZ2382' EZ2382'53.7 FT ENE OF PP WITH ALUMINUM REF. TAG EZ2382' EZ2382'141.7 FT WSW OF PP WITH ALUMINUM REF. TAG EZ2382' EZ2382'52.1 FT W OF MAGNOLIA TREE EZ2382' EZ2382'57.7 FT ENE OF SIGN POST (U.S. 64 EAST), AND WITH ALUMINUM REF. TAG EZ2382 EZ2382 STATION RECOVERY (1976) EZ2382 EZ2382'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1976 EZ2382'IN ZEBULON. EZ2382'STATION IS LOCATED 0.5 MILES WEST OF CENTER OF TOWN, ON SOUTHEAST SIDE EZ2382'OF THE JUNCTION OF US 64 BUSINESS (GANNON AVE.) AND NC 97 (OLD US 64 EZ2382'BYPASS), NEAR BRICK STEPS IN NORTHWEST CORNER OF YARD OWNED BY MRS. EZ2382'FINCH. 55.5 FT. SE OF CENTER OF EAST END OF TRAFFIC ISLAND, 26.4 FT. EZ2382'ENE OF CENTERLINE OF WEST CONCRETE DRIVEWAY TO FINCH RESIDENCE, 7.8 EZ2382'FT. NE OF NORTH EDGE OF TOP STEPS ON EAST SIDE, 53.7 FT. ENE OF POWER EZ2382'POLE WITH ALUMINUM REF. TAG, 141.7 FT. WSW OF POWER POLE WITH ALUMINUM EZ2382'REF. TAG, 52.1 FT. W OF MAGNOLIA TREE AND 57.7 FT. ENE OF SIGN POST EZ2382'(US 64 EAST) AND ALUMINUM REF. TAG. DISK IS SET IN CONCRETE CYLINDER, EZ2382'1 INCH BELOW THE SURFACE OF THE GROUND. EZ2382 EZ2382 STATION RECOVERY (1980) EZ2382 EZ2382'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1980 (JDB) EZ2382'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. EZ2382 EZ2382 STATION RECOVERY (2005) EZ2382 EZ2382'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ2382'N 35 49.256 EZ2382'W 078 19.330 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4416 *********************************************************************** EZ4416 DESIGNATION - ZEBULON MUN TANK EZ4416 PID - EZ4416 EZ4416 STATE/COUNTY- NC/WAKE EZ4416 USGS QUAD - ZEBULON (1981) EZ4416 EZ4416 *CURRENT SURVEY CONTROL EZ4416 ___________________________________________________________________ EZ4416* NAD 83(1986)- 35 49 22.61961(N) 078 18 45.94135(W) ADJUSTED EZ4416* NAVD 88 - EZ4416 ___________________________________________________________________ EZ4416 LAPLACE CORR- -3.63 (seconds) DEFLEC99 EZ4416 GEOID HEIGHT- -34.04 (meters) GEOID03 EZ4416 EZ4416 HORZ ORDER - THIRD EZ4416 EZ4416.The North Carolina HARNS have been completed but, EZ4416.due to contractual restrictions, coordinates for these stations EZ4416.will NOT be published in the near future. In the interim, the EZ4416.published coordinates in North Carolina will not be EZ4416.consistent with the Continuously Operating Reference Stations EZ4416.(CORS). The HARN coordinates for these stations are available EZ4416.upon request. Contact Gary Thompson(919-733-3836). EZ4416. EZ4416.In addition, the published North Carolina positions EZ4416.(NAD 83 (1986)) are NOT consistent with those determined in EZ4416.adjacent state readjustments. The discontinuity between stations EZ4416.located in North Carolina and those in adjacent states EZ4416.which have been adjusted to the HARN may be as much as 5 EZ4416.decimeters. This will result in a significant loss of accuracy EZ4416.over lines crossing such state borders. EZ4416 EZ4416 EZ4416.The horizontal coordinates were established by classical geodetic methods EZ4416.and adjusted by the National Geodetic Survey in July 1986. EZ4416 EZ4416 EZ4416.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4416 EZ4416.The geoid height was determined by GEOID03. EZ4416 EZ4416; North East Units Scale Factor Converg. EZ4416;SPC NC - 230,171.842 671,698.057 MT 0.99992218 +0 23 48.0 EZ4416;SPC NC - 755,155.45 2,203,729.38 sFT 0.99992218 +0 23 48.0 EZ4416;UTM 17 - 3,967,644.698 742,762.883 MT 1.00032626 +1 34 24.8 EZ4416 EZ4416 SUPERSEDED SURVEY CONTROL EZ4416 EZ4416 NAD 27 - 35 49 22.06250(N) 078 18 46.94774(W) AD( ) 3 EZ4416 EZ4416.Superseded values are not recommended for survey control. EZ4416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4416.See file dsdata.txt to determine how the superseded data were derived. EZ4416 EZ4416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4276367645(NAD 83) EZ4416_MARKER: 53 = ELEVATED TANK EZ4416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EZ4416+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2004 EZ4416 EZ4416 HISTORY - Date Condition Report By EZ4416 HISTORY - 1969 FIRST OBSERVED CGS EZ4416 HISTORY - 1987 GOOD USPSQD EZ4416 HISTORY - 20040529 GOOD USPSQD EZ4416 HISTORY - 20050425 MARK NOT FOUND USPSQD EZ4416 EZ4416 STATION DESCRIPTION EZ4416 EZ4416'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ) EZ4416'THE STATION IS THE CENTER OF THE TOP OF A 140 FOOT HIGH EZ4416'HEMISPHERICAL BOTTOMED ELEVATED TANK. IT IS 200 FEET NORTH OF EZ4416'HORTON AVENUE AND 200 FEET EAST OF ARENDELL AVENUE. EZ4416' EZ4416'THE COMPLETE NAME OF THIS STATION IS ZEBULON MUNICIPAL TANK. EZ4416 EZ4416 STATION RECOVERY (1987) EZ4416 EZ4416'RECOVERY NOTE BY US POWER SQUADRON 1987 (MCB) EZ4416'RECOVERED IN GOOD CONDITION. EZ4416 EZ4416 STATION RECOVERY (2004) EZ4416 EZ4416'RECOVERY NOTE BY US POWER SQUADRON 2004 (DMM) EZ4416'RECOVERED IN GOOD CONDITION. EZ4416 EZ4416 STATION RECOVERY (2005) EZ4416 EZ4416'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ4416'MARK NOT FOUND, TANK REMOVED 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ4417 *********************************************************************** EZ4417 DESIGNATION - ZEBULON RAD STA WETC MAST EZ4417 PID - EZ4417 EZ4417 STATE/COUNTY- NC/WAKE EZ4417 USGS QUAD - ZEBULON (1981) EZ4417 EZ4417 *CURRENT SURVEY CONTROL EZ4417 ___________________________________________________________________ EZ4417* NAD 83(1986)- 35 48 16.00164(N) 078 20 28.84088(W) ADJUSTED EZ4417* NAVD 88 - EZ4417 ___________________________________________________________________ EZ4417 LAPLACE CORR- -4.06 (seconds) DEFLEC99 EZ4417 GEOID HEIGHT- -34.00 (meters) GEOID03 EZ4417 EZ4417 HORZ ORDER - THIRD EZ4417 EZ4417.The North Carolina HARNS have been completed but, EZ4417.due to contractual restrictions, coordinates for these stations EZ4417.will NOT be published in the near future. In the interim, the EZ4417.published coordinates in North Carolina will not be EZ4417.consistent with the Continuously Operating Reference Stations EZ4417.(CORS). The HARN coordinates for these stations are available EZ4417.upon request. Contact Gary Thompson(919-733-3836). EZ4417. EZ4417.In addition, the published North Carolina positions EZ4417.(NAD 83 (1986)) are NOT consistent with those determined in EZ4417.adjacent state readjustments. The discontinuity between stations EZ4417.located in North Carolina and those in adjacent states EZ4417.which have been adjusted to the HARN may be as much as 5 EZ4417.decimeters. This will result in a significant loss of accuracy EZ4417.over lines crossing such state borders. EZ4417 EZ4417 EZ4417.The horizontal coordinates were established by classical geodetic methods EZ4417.and adjusted by the National Geodetic Survey in July 1986. EZ4417 EZ4417 EZ4417.The Laplace correction was computed from DEFLEC99 derived deflections. EZ4417 EZ4417.The geoid height was determined by GEOID03. EZ4417 EZ4417; North East Units Scale Factor Converg. EZ4417;SPC NC - 228,101.311 669,129.024 MT 0.99991901 +0 22 48.6 EZ4417;SPC NC - 748,362.38 2,195,300.81 sFT 0.99991901 +0 22 48.6 EZ4417;UTM 17 - 3,965,521.013 740,235.896 MT 1.00031122 +1 33 22.0 EZ4417 EZ4417 SUPERSEDED SURVEY CONTROL EZ4417 EZ4417 NAD 27 - 35 48 15.44220(N) 078 20 29.84666(W) AD( ) 3 EZ4417 EZ4417.Superseded values are not recommended for survey control. EZ4417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ4417.See file dsdata.txt to determine how the superseded data were derived. EZ4417 EZ4417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV4023665521(NAD 83) EZ4417_MARKER: 42 = RADIO/TV MAST EZ4417 EZ4417 HISTORY - Date Condition Report By EZ4417 HISTORY - 1969 FIRST OBSERVED CGS EZ4417 HISTORY - 20050425 MARK NOT FOUND USPSQD EZ4417 EZ4417 STATION DESCRIPTION EZ4417 EZ4417'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (JBJ) EZ4417'THE STATION IS THE CENTER OF THE TOP OF A 325 FOOT HIGH STEEL EZ4417'MAST, LOCATED ABOUT 2 MILES SOUTHWEST OF TOWN AND 0.2 MILE EZ4417'NORTHWEST OF U.S. HIGHWAY 64. EZ4417' EZ4417'THE COMPLETE NAME OF THIS STATION IS ZEBULON RADIO STATION WETC. EZ4417 EZ4417 STATION RECOVERY (2005) EZ4417 EZ4417'RECOVERY NOTE BY US POWER SQUADRON 2005 (JVV) EZ4417'MARK NOT FOUND, TOWER REMOVED 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ1014 *********************************************************************** EZ1014 DESIGNATION - ZELMA EZ1014 PID - EZ1014 EZ1014 STATE/COUNTY- NC/WAKE EZ1014 USGS QUAD - LAKE WHEELER (1993) EZ1014 EZ1014 *CURRENT SURVEY CONTROL EZ1014 ___________________________________________________________________ EZ1014* NAD 83(1986)- 35 40 42.87439(N) 078 41 11.23092(W) ADJUSTED EZ1014* NAVD 88 - 120.779 (meters) 396.26 (feet) ADJUSTED EZ1014 ___________________________________________________________________ EZ1014 LAPLACE CORR- -6.31 (seconds) DEFLEC99 EZ1014 GEOID HEIGHT- -32.91 (meters) GEOID03 EZ1014 DYNAMIC HT - 120.673 (meters) 395.91 (feet) COMP EZ1014 MODELED GRAV- 979,756.5 (mgal) NAVD 88 EZ1014 EZ1014 HORZ ORDER - SECOND EZ1014 VERT ORDER - SECOND CLASS 0 EZ1014 EZ1014.The North Carolina HARNS have been completed but, EZ1014.due to contractual restrictions, coordinates for these stations EZ1014.will NOT be published in the near future. In the interim, the EZ1014.published coordinates in North Carolina will not be EZ1014.consistent with the Continuously Operating Reference Stations EZ1014.(CORS). The HARN coordinates for these stations are available EZ1014.upon request. Contact Gary Thompson(919-733-3836). EZ1014. EZ1014.In addition, the published North Carolina positions EZ1014.(NAD 83 (1986)) are NOT consistent with those determined in EZ1014.adjacent state readjustments. The discontinuity between stations EZ1014.located in North Carolina and those in adjacent states EZ1014.which have been adjusted to the HARN may be as much as 5 EZ1014.decimeters. This will result in a significant loss of accuracy EZ1014.over lines crossing such state borders. EZ1014 EZ1014 EZ1014.The horizontal coordinates were established by classical geodetic methods EZ1014.and adjusted by the National Geodetic Survey in July 1986. EZ1014 EZ1014.The orthometric height was determined by differential leveling EZ1014.and adjusted by the National Geodetic Survey in June 1991. EZ1014.WARNING-Repeat measurements at this control monument indicate possible EZ1014.vertical movement. EZ1014 EZ1014.The Laplace correction was computed from DEFLEC99 derived deflections. EZ1014 EZ1014.The geoid height was determined by GEOID03. EZ1014 EZ1014.The dynamic height is computed by dividing the NAVD 88 EZ1014.geopotential number by the normal gravity value computed on the EZ1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EZ1014.degrees latitude (g = 980.6199 gals.). EZ1014 EZ1014.The modeled gravity was interpolated from observed gravity values. EZ1014 EZ1014; North East Units Scale Factor Converg. EZ1014;SPC NC - 213,984.257 637,983.166 MT 0.99990026 +0 10 51.5 EZ1014;SPC NC - 702,046.68 2,093,116.44 sFT 0.99990026 +0 10 51.5 EZ1014;UTM 17 - 3,950,765.055 709,375.677 MT 1.00014024 +1 20 59.4 EZ1014 EZ1014! - Elev Factor x Scale Factor = Combined Factor EZ1014!SPC NC - 0.99998621 x 0.99990026 = 0.99988647 EZ1014!UTM 17 - 0.99998621 x 1.00014024 = 1.00012645 EZ1014 EZ1014: Primary Azimuth Mark Grid Az EZ1014:SPC NC - HOME 007 16 49.4 EZ1014:UTM 17 - HOME 006 06 41.5 EZ1014 EZ1014|---------------------------------------------------------------------| EZ1014| PID Reference Object Distance Geod. Az | EZ1014| dddmmss.s | EZ1014| EZ1013 HOME APPROX. 0.6 KM 0072740.9 | EZ1014| EZ1015 MATTIE 315.636 METERS 21730 | EZ1014|---------------------------------------------------------------------| EZ1014 EZ1014 SUPERSEDED SURVEY CONTROL EZ1014 EZ1014 NAD 27 - 35 40 42.31827(N) 078 41 12.20517(W) AD( ) 2 EZ1014 NGVD 29 (??/??/92) 121.048 (m) 397.14 (f) ADJ UNCH 2 0 EZ1014 EZ1014.Superseded values are not recommended for survey control. EZ1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ1014.See file dsdata.txt to determine how the superseded data were derived. EZ1014 EZ1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV0937650765(NAD 83) EZ1014_MARKER: DE = TRAVERSE STATION DISK EZ1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EZ1014_SP_SET: SET IN TOP OF CONCRETE MONUMENT EZ1014_STAMPING: ZELMA 1967 EZ1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EZ1014+STABILITY: SURFACE MOTION EZ1014 EZ1014 HISTORY - Date Condition Report By EZ1014 HISTORY - 1967 MONUMENTED NCGS EZ1014 HISTORY - 1973 GOOD NCGS EZ1014 HISTORY - 1973 GOOD NCGS EZ1014 EZ1014 STATION DESCRIPTION EZ1014 EZ1014'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1967 (CBM) EZ1014'ZELMA IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ1014'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ1014' EZ1014'ZELMA IS LOCATED APPROXIMATELY 7.4 MILES SOUTH OF RALEIGH. TO EZ1014'REACH STATION PROCEED FROM THE INTERSECTION OF SR 1010 AND EZ1014'U.S. 401. GO 1.3 MILES NORTH ON U.S. 401 TO STATION, WHICH IS EZ1014'0.8 MILE SOUTH OF BRIDGE OVER SWIFT CREEK, ON TOP OF 10 FT CUT, EZ1014'105 FT SOUTH OF CONCRETE DRIVEWAY TO BRICK HOUSE, AND 3 FT EAST EZ1014'OF WEST EDGE OF CUT. EZ1014' EZ1014'STATION MARK IS A STANDARD N. C. BRASS TRAVERSE DISK, STAMPED EZ1014'ZELMA 1967, SET IN THE TOP OF A CONCRETE CYLINDER, THE TOP OF EZ1014'WHICH IS 1 INCH BELOW THE SURFACE OF THE GROUND. EZ1014' EZ1014'MARK IS EZ1014' EZ1014'49.3 FT ESE OF C/L OF U.S. 401 NORTH BOUND EZ1014' EZ1014'94.4 FT S OF S END OF CONCRETE CULVERT EZ1014' EZ1014'48.4 FT SSW OF HIGHWAY R/W MARKER EZ1014' EZ1014'13.0 FT SSW OF PP WITH TRANSFORMER WITH ALUMINUM REF. TAG EZ1014' EZ1014'47.9 FT WNW OF 10 INCH GUM TREE WITH ALUMINUM REF. TAG EZ1014' EZ1014'51.8 FT W OF 8 INCH PINE TREE WITH ALUMINUM REF. TAG EZ1014 EZ1014 STATION RECOVERY (1973) EZ1014 EZ1014'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1014'5 MI WSW FROM GARNER. EZ1014'ZELMA IS LOCATED 7.5 MILES SSW OF CAPITOL SQUARE IN RALEIGH. EZ1014'TO REACH STATION FROM THE INTERSECTION OF U.S. 401-U.S. 70 AND EZ1014'NC 50 (JUST SW OF TRYON HILLS SHOPPING CENTER), PROCEED SOUTHERLY EZ1014'ALONG U.S. 401 FOR 04.25 MILES TO STATION ON THE LEFT, ON TOP OF EZ1014'A 8 FT CUT AND JUST SOUTH OF A CONCRETE DRIVEWAY TO A BRICK HOUSE, EZ1014'0.25 MILES SOUTH OF MIDWAY BAPTIST CHURCH, 01.20 MILES NORTH OF EZ1014'SR 1010 (MC CULLERS CROSSROADS), 49.3 FT ESE OF C/L OF N BOUND EZ1014'LANE, 94.4 FT S OF S END OF CONCRETE CULVERT UNDER CONCRETE EZ1014'DRIVE, 12.7 FT SSW OF PP WITH TRANSFORMER AND ALUMINUM REF. TAG, EZ1014'03.2 FT SE OF 5 IN PINE, AND 70.4 FT NNE OF 20 IN POPLAR IN FRONT EZ1014'OF 1 STORY FRAME HOUSE. DISK IS SET IN CONCRETE CYLINDER 1 INCH EZ1014'BELOW THE SURFACE OF THE GROUND. EZ1014 EZ1014 STATION RECOVERY (1973) EZ1014 EZ1014'RECOVERY NOTE BY NORTH CAROLINA GEODETIC SURVEY 1973 EZ1014'LOCATED 7.5 MILES SSW OF CAPITOL SQUARE IN RALEIGH. TO REACH STATION EZ1014'FROM THE INTERSECTION OF US 401-US 70 AND NC 50 (JUST SW OF TRYON EZ1014'HILLS SHOPPING CENTER), PROCEED SOUTHERLY ALONG US 401 FOR 04.25 MILES EZ1014'TO STATION ON THE LEFT, ON TOP OF A 8 FT. CUT AND JUST SOUTH OF A EZ1014'CONCRETE DRIVEWAY TO A BRICK HOUSE, 0.25 MILES SOUTH OF MIDWAY BAPTIST EZ1014'CHURCH, 01.20 MILES NORTH OF SR 1010 (MCCULLERS CROSSROADS). 49.3 FT. EZ1014'ESE OF C/L OF N BOUND LANE, 94.4 FT. S OF S END OF CONCRETE CULVERT EZ1014'UNDER CONCRETE DRIVE, 12.7 FT. SSW OF PP WITH TRANSFORMER AND ALUMINUM EZ1014'REF. TAG, 03.2 FT. SE OF 5 IN. PINE, AND 70.4 FT. NNE OF 20 IN. POPLAR EZ1014'IN FRONT OF 1 STORY FRAME HOUSE. DISK IS SET IN CONCRETE CYLINDER 1 EZ1014'INCH BELOW THE SURFACE OF THE GROUND. 1 National Geodetic Survey, Retrieval Date = OCTOBER 5, 2005 EZ5084 *********************************************************************** EZ5084 DESIGNATION - ZERO EZ5084 PID - EZ5084 EZ5084 STATE/COUNTY- NC/WAKE EZ5084 USGS QUAD - RALEIGH EAST (1993) EZ5084 EZ5084 *CURRENT SURVEY CONTROL EZ5084 ___________________________________________________________________ EZ5084* NAD 83(1986)- 35 47 30.12910(N) 078 31 17.74690(W) ADJUSTED EZ5084* NAVD 88 - 89. (meters) 292. (feet) VERTCON EZ5084 ___________________________________________________________________ EZ5084 LAPLACE CORR- -6.92 (seconds) DEFLEC99 EZ5084 GEOID HEIGHT- -33.42 (meters) GEOID03 EZ5084 EZ5084 HORZ ORDER - SECOND EZ5084 EZ5084.The North Carolina HARNS have been completed but, EZ5084.due to contractual restrictions, coordinates for these stations EZ5084.will NOT be published in the near future. In the interim, the EZ5084.published coordinates in North Carolina will not be EZ5084.consistent with the Continuously Operating Reference Stations EZ5084.(CORS). The HARN coordinates for these stations are available EZ5084.upon request. Contact Gary Thompson(919-733-3836). EZ5084. EZ5084.In addition, the published North Carolina positions EZ5084.(NAD 83 (1986)) are NOT consistent with those determined in EZ5084.adjacent state readjustments. The discontinuity between stations EZ5084.located in North Carolina and those in adjacent states EZ5084.which have been adjusted to the HARN may be as much as 5 EZ5084.decimeters. This will result in a significant loss of accuracy EZ5084.over lines crossing such state borders. EZ5084 EZ5084 EZ5084.The horizontal coordinates were established by classical geodetic methods EZ5084.and adjusted by the National Geodetic Survey in July 1986. EZ5084 EZ5084.The NAVD 88 height was computed by applying the VERTCON shift value to EZ5084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EZ5084 EZ5084.The Laplace correction was computed from DEFLEC99 derived deflections. EZ5084 EZ5084.The geoid height was determined by GEOID03. EZ5084 EZ5084; North East Units Scale Factor Converg. EZ5084;SPC NC - 226,594.311 652,845.241 MT 0.99991689 +0 16 34.0 EZ5084;SPC NC - 743,418.17 2,141,876.43 sFT 0.99991689 +0 16 34.0 EZ5084;UTM 17 - 3,963,679.789 723,980.812 MT 1.00021823 +1 27 00.3 EZ5084 EZ5084! - Elev Factor x Scale Factor = Combined Factor EZ5084!SPC NC - 0.99999132 x 0.99991689 = 0.99990821 EZ5084!UTM 17 - 0.99999132 x 1.00021823 = 1.00020955 EZ5084 EZ5084: Primary Azimuth Mark Grid Az EZ5084:SPC NC - DANIEL 033 51 25.3 EZ5084:UTM 17 - DANIEL 032 40 59.0 EZ5084 EZ5084|---------------------------------------------------------------------| EZ5084| PID Reference Object Distance Geod. Az | EZ5084| dddmmss.s | EZ5084| EZ2503 DANIEL 494.438 METERS 0340759.3 | EZ5084| EZ5076 POOLE 133.889 METERS 20041 | EZ5084|---------------------------------------------------------------------| EZ5084 EZ5084 SUPERSEDED SURVEY CONTROL EZ5084 EZ5084 NAD 27 - 35 47 29.59504(N) 078 31 18.73394(W) AD( ) 2 EZ5084 NGVD 29 (07/19/86) 89. (m) 292. (f) VERT ANG EZ5084 EZ5084.Superseded values are not recommended for survey control. EZ5084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EZ5084.See file dsdata.txt to determine how the superseded data were derived. EZ5084 EZ5084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17SQV2398163680(NAD 83) EZ5084_MARKER: DE = TRAVERSE STATION DISK EZ5084_SETTING: 0 = UNSPECIFIED SETTING EZ5084_STAMPING: ZERO EZ5084_MARK LOGO: NCGS EZ5084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EZ5084 EZ5084 HISTORY - Date Condition Report By EZ5084 HISTORY - 1965 MONUMENTED NCGS EZ5084 EZ5084 STATION DESCRIPTION EZ5084 EZ5084'DESCRIBED BY NORTH CAROLINA GEODETIC SURVEY 1965 (ESL) EZ5084'ZERO IS A N. C. GEODETIC SURVEY TRAVERSE STATION ESTABLISHED EZ5084'IN THE VICINITY OF RALEIGH, NORTH CAROLINA. EZ5084' EZ5084'ZERO IS 6.75 MILES ENE OF RALEIGH AND 2.35 MILES W OF EZ5084'KNIGHTDALE. LOCATED 0.3 MILES S ALONG SR 2516 FROM U.S. 64 EZ5084'AT DANIELS STORE. AND ON W SHOULDER OF SR 2516 IN FRONT OF EZ5084'L. A. POOLES HOUSE. EZ5084' EZ5084'STATION MARK IS A STANDARD PRECAST MARKER, WITH A N. C. BRASS EZ5084'TRAVERSE DISK, STAMPED ZERO, SET IN THE TOP, WHICH IS 3 INCHES EZ5084'BELOW THE SURFACE OF THE GROUND. EZ5084' EZ5084'MARK IS EZ5084' EZ5084'12.5 FT W OF C/L OF SR 2516 EZ5084' EZ5084'4.5 FT W OF YELLOW ARROW PAINTED ON SR 2516 EZ5084' EZ5084'17.0 FT S OF C/L OF DRIVEWAY EZ5084' EZ5084'40.1 FT SE OF PP WITH ALUMINUM REF. TAG EZ5084' EZ5084'69.0 FT NE OF 10 INCH PINE WITH ALUMINUM REF. TAG EZ5084' EZ5084'73.3 FT SW OF PP WITH ALUMINUM REF. TAG EZ5084' EZ5084'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.